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Review Application Report & LEAF_TECHNICAL DRAWING SET
ikon. 5architects864 Mapleton Road Princeton, NJ 08540SCHEMATIC DESIGN - APRIL 30, 2018 OWNER:ARCHITECT: IKON.5 ARCHITECTS 864 MAPLETON ROAD PRINCETON, NJ 08540 Phone: 609.919.0099 Fax: 609.919.0088 CORNELL UNIVERSITY ITHACA, NY 14850 STRUCTURAL: THORNTON TOMASETTI 744 BROAD STREET NEWARK, NJ 07102 Phone: 973.286.6100 Fax: 973.286.6101 MEP/FP: WSP 88 BLACK FALCON AVENUE SUITE 210 BOSTON, MA 02210 Phone: 617.210.1600 DEVELOPER WELLIVER 250 NORTH GENESEE STREET MONTOUR FALLS, NY 14865 Phone: 607.535.5400 CIVIL: T.G. MILLER P.C., ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET PO BOX 777 ITHACA, NY 14851 Phone: 607.272.6477 Fax: 607.272.6322 LANDSCAPE: TROWBRIDGE, WOLF, MICHAELS LANDSCAPE ARCHITECTS, LLP 1001 WEST SENECA STREET, SUITE 101 ITHACA, NY 14850 Phone: 607.277.1400 Fax: 607.277.6092 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY NORTH CAMPUS ITHACA, NY 14850 CORPORATION INTEGRATED ACQUISITION AND DEVELOPMENT 15 THORNWOOD DRIVE ITHACA, NY 14850 Phone: 607.257.5050 DRAWING LIST CIVIL 1-10 SURVEY: TOPOGRAPHIC MAP UNDERGRADUATE STUDENT HOUSING C0.01 CIVIL LEGEND, NOTES, LOCATION MAP C1.01 SOPHOMORE SITE SANITARY SEWER PLAN C1.02 FIRST YEAR SITE SANITARY SEWER PLAN C1.03 FIRST YEAR SITE SANITARY SEWER PLAN C2.01 SOPHOMORE SITE STORMWATER DRAINAGE PLAN C2.02 FIRST YEAR SITE STORMWATER DRAINAGE PLAN C2.03 FIRST YEAR SITE STORMWATER DRAINAGE PLAN C3.01 SOPHOMORE SITE WATER, FIRE AND GAS PLAN C3.02 FIRST YEAR SITE WATER, FIRE AND GAS PLAN C3.03 FIRST YEAR SITE WATER, FIRE AND GAS PLAN C4.01 DETAILS C4.02 DETAILS WS1 WATERSHED MAP EXISTING CONDITIONS WS2 WATERSHED MAP PROPOSED CONDITIONS LANDSCAPE L1.01 SOPHOMORE VILLAGE - DEMOLITION PLAN L1.02 SOPHOMORE VILLAGE - DEMOLITION PLAN L1.03 FIRST YEAR - DEMOLITION PLAN L1.04 FIRST YEAR - DEMOLITION PLAN L2.01 SOPHOMORE VILLAGE - LAYOUT PLAN L2.02 SOPHOMORE VILLAGE - LAYOUT PLAN L2.03 FIRST YEAR - LAYOUT PLAN L2.04 FIRST YEAR - LAYOUT PLAN L2.05 FIRST YEAR - ENLARGED LAYOUT PLAN L2.06 FIRST YEAR - ENLARGED LAYOUT PLAN L3.01 SOPHOMORE VILLAGE - GRADING PLAN L3.02 SOPHOMORE VILLAGE - GRADING PLAN L3.03 FIRST YEAR - GRADING PLAN L3.04 FIRST YEAR - GRADING PLAN L4.01 SOPHOMORE VILLAGE - PLANTING PLAN L4.02 SOPHOMORE VILLAGE - PLANTING PLAN L4.05 FIRST YEAR - PLANTING PLAN L4.06 FIRST YEAR - PLANTING PLAN L5.01 PAVING DETAILS L5.02 FIRST YEAR - STAIR SECTIONS L5.03 FIRST YEAR - SECTIONS L5.04 STAIR & WALL DETAILS L5.05 STAIR & WALL DETAILS L5.06 SITE FURNISHINGS L5.07 PLANTING DETAILS ARCHITECTURAL A211 A221A A221B A221C FIRST FLOOR PLAN - SITE 1 FIRST FLOOR PLAN - BUILDING 1 - SITE 2 FIRST FLOOR PLAN - BUILDING 2 - SITE 2 FIRST FLOOR PLAN - BUILDING 3 - SITE 2 A411A BUILDING ELEVATIONS - SITE 1 A411B BUILDING ELEVATIONS - SITE 1 A411C BUILDING ELEVATIONS - SITE 1 A412A BUILDING ELEVATIONS - SITE 1 A412B BUILDING ELEVATIONS - SITE 1 A412C BUILDING ELEVATIONS - SITE 1 A412D BUILDING ELEVATIONS - SITE 1 A421A A421B A421C A422A A422B A422C A422D A423A A423B A423C BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 BUILDING ELEVATIONS - SITE 2 A411AA BUILDING SECTIONS - SITE 1 A411BB BUILDING SECTIONS - SITE 1 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C0.01 CIVIL LEGEND, NOTES, LOCATION MAP BS 845.00 TS 853.00 EE 853.00 FFE 853.00 BS 849.00 TS 849.00 BS 853.00 TS 856.50 BS 856.50 TS 860.50 BS 860.50 TS 864.50 BS 847.00 TS 851.00 EE 852.98 EE 852.98 852.28 853.94 855.21 854.21 EE 856.10 BR 843.00 TR 843.50 TS 857.00 BS 853.00 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 FFE 853.00 EE 852.98 FFE853.00EE 852.98 FFE 853.00 EE 852.98 FFE 853.00 EE 852.98 FFE 853.00EE 852.98 FFE 853.00EE 852.98 FFE 853.00 EE 852.98 FFE 853.00 EE 852.98 FFE 853.00EE 852.98 EE 852.98 EE 856.10 EE 860.50 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE EE 845.10 MATCH EXISTING GRADE MATCH EXISTING GRADE 861.48 TC 862.34BC 861.84 TC 861.86BC 861.36 TC 861.50BC 861.00 BR 861.55 TR 862.05 856.50856.33 857.16 TC 858.03BC 857.53 TC 858.78BC 857.38 TW 855.00BW 853.00 TW 854.50BW 853.00 TW 853.50BW 852.80 TW 845.50BW 845.00 TW 849.50BW 849.00 TW 853.50BW 853.00 TW 851.50 BW 851.00 BS 850.00 TS 853.00 TW 854.50BW 852.90 852.90 TC 861.74 BC 861.24 860.52 TC/BC 860.16860.12 853.43 852.76 853.40 853.76 854.50 TC 455.00BC 854.50 857.09 857.24 857.59 857.74 TR 854.00 BR 853.50 BR 853.13TR 853.63 EE 860.50 EE 876.40 856.00858.00850.00845.00840.0083 8 . 0 0 842.00843.00857.0085 9 . 0 0 856.00 851.00853.00 854.00 855.00 856.00 857.00 857.00 855.00 858.00 854.00 858.00 859.00 853.008 5 4 . 0 0844844 859.00860.00852.00860.00 863.00 864.00 85985 3 . 0 0 855.00 860.00 855.00865.00870.00860 . 0 0 862.00 873.00868.00871.00869.00864.00867.00866.00862.00863.00873.00873 . 0 0 874 . 0 0 86 6 . 0 0 867. 0 0870.008 6 3 . 0 0853.008 6 0 . 0 0 862.0 0 863.0 0 864.00 865.00 866.00 867.0 0 869.00868.00867.00865.00 866.00865.00871.00872.00873.00874.00875.00876.00859.00 853854.00855.00856.00854854.00+ 856.00 1,822 sf + 865.00 656 sf + 868.50 2,195 sf 859.00 8 5 7 . 0 0 8 5 8 . 0 0 861 . 0 0865.00877.008 7 8 . 0 0 87 9 . 0 0 8 6 1 . 0 0 856 . 0 0 855.00856.00854.00855.0084583 9 . 0 0 83 9 . 0 0 841.00844.00839.00839.00+ 851.00 2,950 sf + 838.00 1,300 sf849.00840.00839.00872.00874.00875.0085 1 . 0 0 857.00 845852. 0 0 853.0 0 853.00846.00847.00848.00849.00851.00852.00852.00857.00877.00 876.00 878 . 0 0 879.00861.00866.00857.008 5 2 . 0 0 852.00851.00858 . 0 0 8 6 2 . 0 0 8 6 1 . 0 0 8 6 0 . 0 0 874.00875.00876.00877.008 6 4 . 0 0 8 5 9 . 0 0861.00862 . 0 0 862.00861.00860.0083 9 . 0 0 853.0 0 853.00852.00859.00859.00858.00859.00856.00 860.00 861.00 2% 2% 2% 2% 4.9 % 4.9 % 4.9 %855.00855.00865.00866.00867.00868.00869.00870.00871.00872.00873.00874.00875.00SITE 1 - BUILDING 2 SITE 1 - BUILDING 1 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C1.01 SOPHOMORE SITE SANITARY SEWER PLAN EE 892.00 DOCK 892.00 EE 892.00 BS 887.50 EE 892.00 TW 909.50 BW 909.00 909.00 TW 908.50 BW 908.00 TW 909.50 BW 909.00BW 904.00 TW 908.50 BW 909.00 908.00 908.00 908.00 TW 908.50 BW 908.00 886.82 886.86 BS 887.00 TS 892.00 TS 892.00 EE 892.00 BS 887.00 884.50 884.32 884.62 884.78 884.60 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 908.00 909.00 909.00 TW 895.50 TW 894.00 TW 899.50 TW 902.50 TW 905.50 BS 896.00 TS 900.00 BS 900.00 TS 904.00 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE 907.00 90 8 . 0 0 9 0 9 . 0 0 910.00911.00912.00906.00 901.00 8 9 3 . 0 0 890.00888.00887 . 0 0 893.0089 4 . 0 0 89 5 . 0 0 89 6 . 0 0 89 7 . 0 0 89 8 . 0 0903.00905.00910.00 903.00 899.00 904.00 900.00 902.00 898.00 905.00888.00 8 8 9 . 0 0 891.00 8 9 2 . 0 0 883. 0 0 884. 0 0 885. 0 0 886. 0 0 887.00886.00899 . 0 0 888.00889.00911.00 900. 0 0904.00 906.00 907.0 0 90 8 . 0 0 912.00 8 9 6 . 0 0 910.00911.00912.00913.00 888.00 887.00 889.00 888.00 889.00 890.00 890 891 909.00+ 890.00 650 sf + 891.00 1,110 sf + 891.00 3,295 sf +908.00 3,900 sf + 907.00 1,800 sf + 880.00 + 887.00 447 sf + 888.00 290 sf + 889.00 237 sf + 890.00 895.00 894.00 891.00890.00+ 890.00 940 sf + 888.00 2,220 sf889.00888.00888.00889.00890.00891.00892.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0 907.00901.00 902.00 903.00 904.00 905.00906.00907.00908.00909.00908.00 909 .00 908.00909.00909.00909 .00 909.00908.00908.00 909.00 908 .00 892893.00894.00892.00SITE 2 - B U I L D I N G 1 876.00877.00DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C1.02 FIRST YEAR SITE SANITARY SEWER PLAN TS 889.4 BS 873.4 EE 888.00 EE 892.00 EE 892.00 EE 894.00 EE 894.00 EE 884.02 EE 869.97 EE 892.00 EE 865.01 BS 887.50 EE 892.00 EE 890.00 BS 873.5 EE 892.00 EE 892.00 BR 891.50 TR 892.00 EE 894.00 874.62 874.46 874.11 874.27 871.00 870.80 TS 874.00 BS 869.50 TS 869.50 BS 865.00 880.91880.84 880.65 880.68 873.5 BS 871.00 TS 873.50 BS 871.00 TS 873.50 BS 873.50 TS 886.84 TR 887.02 BR 884.33 BR 887.80 TS 889.80 BS 887.90 BS 868.30 TS 870.30 886.82 886.86 BS 887.00 TS 892.00 TS 892.00 EE 892.00 BS 887.00 884.50 884.32 884.62 884.78 884.60 884.68 884.81884.82 884.95 885.00 TS 888.50 BS 885.00 885.00 TS 885.00 BS 882.00 TS 882.00 BS 879.00 TS 876.00 TS 879.00 BS 876.00 BR 894.38 TR 894.88 894.00 TR 894.88 TC 894.88 BC 894.50 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 908.00 TS 874.92 BS 870.25 BS 875.04 TS 879.71 BS 879.82 TS 884.50 BS 884.50 BR 871.00 872.56 872.70 872.60 872.41872.55 865.33 865.46EE 865.10 BR 865.68 TR 867.00 EE 871.00 EE 871.00 EE 890.00 EE 890.00 EE 894.00 MATCH EXISTING GRADE MATCH EXISTING GRADE TC 861.74 BC 861.24 907.00 90 8 . 0 0 9 0 9 . 0 0 910.00911.00912.00893.00892.00891.00890.00889.00894.00896.00895.00899.00900.00906.00 892.00 901.00 865.00866.00 8 6 7 . 0 0 8 6 8 . 0 0 890.00888.0088 7 . 0 0 86 9 . 0 0 87 0 . 0 0 871. 0 0 872. 0 0 873. 0 0 874.00 875. 0 0 876. 0 0 877. 0 0 878. 0 0 890.00892.00893.00894.00871.00872.00870.00903.00 899.00 904.00 900.00 896.00 902.00 898.00 905.00 897.00 896.00885.00884.00883.00882.00881.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0888.00 8 8 9 . 0 0 895.00 882. 0 0 880. 0 0 879. 0 0 883. 0 0 884. 0 0 885. 0 0 886. 0 0 892. 0 0 891 . 0 0 892.00897.00+ 893.00 + 888.00 2,060 sf 889.00888.00887.00886.00898.008 9 6 . 0 0 897.00899.001,900sf 899.00895.00+ 896.50 + 896.50893.001,350sf +894.00 889.00 890.00 891.00 864.00 890.00 891.00 872.00886.00887.00888.00890.008 8 9 . 0 0 8 9 5 . 0 0888.00889.00890.00891.00881. 0 0 880.00888.00 887.00 889.00 888.00 889.00 890.00 890 891 870.00869.00871.00870.00875.00873874874.00875.00876.00876.00877.00877.00878.00890.00889.00888.00+875.00 893.00892.00891.00890.00893.00889.00888.00+ 891.00 2,400 sf + 891.00 740 sf + 890.00 650 sf + 891.00 1,110 sf + 891.00 3,295 sf + 888.00 1,700 sf + 869.00 533 sf + 870.00 410 sf + 873.00 122 sf + 874.00 268 sf + 875.00 365 sf + 876.00 440 sf + 877.00 176 sf + 879.00 106 sf + 880.00 233 sf + 868.00 157 sf + 887.00 447 sf + 888.00 290 sf + 889.00 237 sf + 890.00 70 sf + 890.00 70 sf + 889.00 43 sf + 888.00 46 sf + 887.00 50 sf + 890.00 500 sf + 888.00 500 sf + 894.00 260 sf+ 892.00 500 sf 893.00 894.00 895.00 896.00895.00894.00893.00892.00894.00893.00892.00891.00890.00+ 890.00 940 sf + 888.00 2,220 sf889.00888.00888.00889.00890.00891.00892.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0 908.00+876.50 +878.00 +879.50 + 886.00 580 sf 893.00894.00893 .00 894 .00 892 .00 892.00893.00894.00894.00893.00892.00894.00893.00892.00893.00894.00892.00889.00SITE 2 - B U I L D I N G 1 SITE 2 - B U I L D I N G 2 SITE 2 - BUILDING 3865.00870.00873.00876.00868.00871.00869.00864.00867.00866.00863.00873.00873 . 0 0 874 . 0 0 86 6 . 0 0 867. 0 0 8 6 3 . 0 0 861 . 0 0 872.00874.00875.00877.00878.00879.008 6 2 . 0 0 8 6 1 . 0 0 8 6 0 . 0 0 874.00875.00876.00877.008 6 4 . 0 0 862 . 0 0 862.00861.004.9 % 4.9 % 4.9 % DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C1.03 FIRST YEAR SITE SANITARY SEWER PLAN BS 845.00 TS 853.00 EE 853.00 FFE 853.00 BS 849.00 TS 849.00 BS 853.00 TS 856.50 BS 856.50 TS 860.50 BS 860.50 TS 864.50 BS 847.00 TS 851.00 EE 852.98 EE 852.98 852.28 853.94 855.21 854.21 EE 856.10 BR 843.00 TR 843.50 TS 857.00 BS 853.00 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 FFE 853.00 EE 852.98 FFE853.00EE 852.98 FFE 853.00 EE 852.98 FFE 853.00 EE 852.98 FFE 853.00EE 852.98 FFE 853.00EE 852.98 FFE 853.00 EE 852.98 FFE 853.00 EE 852.98 FFE 853.00EE 852.98 EE 852.98 EE 856.10 EE 860.50 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE EE 845.10 MATCH EXISTING GRADE MATCH EXISTING GRADE 861.48 TC 862.34BC 861.84 TC 861.86BC 861.36 TC 861.50BC 861.00 BR 861.55 TR 862.05 856.50856.33 857.16 TC 858.03BC 857.53 TC 858.78BC 857.38 TW 855.00BW 853.00 TW 854.50BW 853.00 TW 853.50BW 852.80 TW 845.50BW 845.00 TW 849.50BW 849.00 TW 853.50BW 853.00 TW 851.50 BW 851.00 BS 850.00 TS 853.00 TW 854.50BW 852.90 852.90 TC 861.74 BC 861.24 860.52 TC/BC 860.16860.12 853.43 852.76 853.40 853.76 854.50 TC 455.00BC 854.50 857.09 857.24 857.59 857.74 TR 854.00 BR 853.50 BR 853.13TR 853.63 EE 860.50 EE 876.40 856.00858.00850.00845.00840.0083 8 . 0 0 842.00843.00857.0085 9 . 0 0 856.00 851.00853.00 854.00 855.00 856.00 857.00 857.00 855.00 858.00 854.00 858.00 859.00 853.008 5 4 . 0 0844844 859.00860.00852.00860.00 863.00 864.00 85985 3 . 0 0 855.00 860.00 855.00865.00870.00860 . 0 0 862.00 873.00868.00871.00869.00864.00867.00866.00862.00863.00873.00873 . 0 0 874 . 0 0 86 6 . 0 0 867. 0 0870.008 6 3 . 0 0853.008 6 0 . 0 0 862.0 0 863.0 0 864.00 865.00 866.00 867.0 0 869.00868.00867.00865.00 866.00865.00871.00872.00873.00874.00875.00876.00859.00 853854.00855.00856.00854854.00+ 856.00 1,822 sf + 865.00 656 sf + 868.50 2,195 sf 859.00 8 5 7 . 0 0 8 5 8 . 0 0 861 . 0 0865.00877.008 7 8 . 0 0 87 9 . 0 0 8 6 1 . 0 0 856 . 0 0 855.00856.00854.00855.0084583 9 . 0 0 83 9 . 0 0 841.00844.00839.00839.00+ 851.00 2,950 sf + 838.00 1,300 sf849.00840.00839.00872.00874.00875.0085 1 . 0 0 857.00 845852. 0 0 853.0 0 853.00846.00847.00848.00849.00851.00852.00852.00857.00877.00 876.00 878 . 0 0 879.00861.00866.00857.008 5 2 . 0 0 852.00851.00858 . 0 0 8 6 2 . 0 0 8 6 1 . 0 0 8 6 0 . 0 0 874.00875.00876.00877.008 6 4 . 0 0 8 5 9 . 0 0861.00862 . 0 0 862.00861.00860.0083 9 . 0 0 853.0 0 853.00852.00859.00859.00858.00859.00856.00 860.00 861.00 2% 2% 2% 2% 4.9 % 4.9 % 4.9 %855.00855.00865.00866.00867.00868.00869.00870.00871.00872.00873.00874.00875.00SITE 1 - BUILDING 2 SITE 1 - BUILDING 1 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C2.01 SOPHOMORE SITE STORMWATER DRAINAGE PLAN EE 892.00 DOCK 892.00 EE 892.00 BS 887.50 EE 892.00 TW 909.50 BW 909.00 909.00 TW 908.50 BW 908.00 TW 909.50 BW 909.00BW 904.00 TW 908.50 BW 909.00 908.00 908.00 908.00 TW 908.50 BW 908.00 886.82 886.86 BS 887.00 TS 892.00 TS 892.00 EE 892.00 BS 887.00 884.50 884.32 884.62 884.78 884.60 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 908.00 909.00 909.00 TW 895.50 TW 894.00 TW 899.50 TW 902.50 TW 905.50 BS 896.00 TS 900.00 BS 900.00 TS 904.00 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE 907.00 90 8 . 0 0 9 0 9 . 0 0 910.00911.00912.00906.00 901.00 8 9 3 . 0 0 890.00888.00887 . 0 0 893.0089 4 . 0 0 89 5 . 0 0 89 6 . 0 0 89 7 . 0 0 89 8 . 0 0903.00905.00910.00 903.00 899.00 904.00 900.00 902.00 898.00 905.00888.00 8 8 9 . 0 0 891.00 8 9 2 . 0 0 883. 0 0 884. 0 0 885. 0 0 886. 0 0 887.00886.00899 . 0 0 888.00889.00911.00 900. 0 0904.00 906.00 907.0 0 90 8 . 0 0 912.00 8 9 6 . 0 0 910.00911.00912.00913.00 888.00 887.00 889.00 888.00 889.00 890.00 890 891 909.00+ 890.00 650 sf + 891.00 1,110 sf + 891.00 3,295 sf +908.00 3,900 sf + 907.00 1,800 sf + 880.00 + 887.00 447 sf + 888.00 290 sf + 889.00 237 sf + 890.00 895.00 894.00 891.00890.00+ 890.00 940 sf + 888.00 2,220 sf889.00888.00888.00889.00890.00891.00892.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0 907.00901.00 902.00 903.00 904.00 905.00906.00907.00908.00909.00908.00 909 .00 908.00909.00909.00909 .00 909.00908.00908.00 909.00 908 .00 892893.00894.00892.00SITE 2 - B U I L D I N G 1 876.00877.00DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C2.02 FIRST YEAR SITE STORMWATER DRAINAGE PLAN TS 889.4 BS 873.4 EE 888.00 EE 892.00 EE 892.00 EE 894.00 EE 894.00 EE 884.02 EE 869.97 EE 892.00 EE 865.01 BS 887.50 EE 892.00 EE 890.00 BS 873.5 EE 892.00 EE 892.00 BR 891.50 TR 892.00 EE 894.00 874.62 874.46 874.11 874.27 871.00 870.80 TS 874.00 BS 869.50 TS 869.50 BS 865.00 880.91880.84 880.65 880.68 873.5 BS 871.00 TS 873.50 BS 871.00 TS 873.50 BS 873.50 TS 886.84 TR 887.02 BR 884.33 BR 887.80 TS 889.80 BS 887.90 BS 868.30 TS 870.30 886.82 886.86 BS 887.00 TS 892.00 TS 892.00 EE 892.00 BS 887.00 884.50 884.32 884.62 884.78 884.60 884.68 884.81884.82 884.95 885.00 TS 888.50 BS 885.00 885.00 TS 885.00 BS 882.00 TS 882.00 BS 879.00 TS 876.00 TS 879.00 BS 876.00 BR 894.38 TR 894.88 894.00 TR 894.88 TC 894.88 BC 894.50 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 908.00 TS 874.92 BS 870.25 BS 875.04 TS 879.71 BS 879.82 TS 884.50 BS 884.50 BR 871.00 872.56 872.70 872.60 872.41872.55 865.33 865.46EE 865.10 BR 865.68 TR 867.00 EE 871.00 EE 871.00 EE 890.00 EE 890.00 EE 894.00 MATCH EXISTING GRADE MATCH EXISTING GRADE TC 861.74 BC 861.24 907.00 90 8 . 0 0 9 0 9 . 0 0 910.00911.00912.00893.00892.00891.00890.00889.00894.00896.00895.00899.00900.00906.00 892.00 901.00 865.00866.00 8 6 7 . 0 0 8 6 8 . 0 0 890.00888.0088 7 . 0 0 86 9 . 0 0 87 0 . 0 0 871. 0 0 872. 0 0 873. 0 0 874.00 875. 0 0 876. 0 0 877. 0 0 878. 0 0 890.00892.00893.00894.00871.00872.00870.00903.00 899.00 904.00 900.00 896.00 902.00 898.00 905.00 897.00 896.00885.00884.00883.00882.00881.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0888.00 8 8 9 . 0 0 895.00 882. 0 0 880. 0 0 879. 0 0 883. 0 0 884. 0 0 885. 0 0 886. 0 0 892. 0 0 891 . 0 0 892.00897.00+ 893.00 + 888.00 2,060 sf 889.00888.00887.00886.00898.008 9 6 . 0 0 897.00899.001,900sf 899.00895.00+ 896.50 + 896.50893.001,350sf +894.00 889.00 890.00 891.00 864.00 890.00 891.00 872.00886.00887.00888.00890.008 8 9 . 0 0 8 9 5 . 0 0888.00889.00890.00891.00881. 0 0 880.00888.00 887.00 889.00 888.00 889.00 890.00 890 891 870.00869.00871.00870.00875.00873874874.00875.00876.00876.00877.00877.00878.00890.00889.00888.00+875.00 893.00892.00891.00890.00893.00889.00888.00+ 891.00 2,400 sf + 891.00 740 sf + 890.00 650 sf + 891.00 1,110 sf + 891.00 3,295 sf + 888.00 1,700 sf + 869.00 533 sf + 870.00 410 sf + 873.00 122 sf + 874.00 268 sf + 875.00 365 sf + 876.00 440 sf + 877.00 176 sf + 879.00 106 sf + 880.00 233 sf + 868.00 157 sf + 887.00 447 sf + 888.00 290 sf + 889.00 237 sf + 890.00 70 sf + 890.00 70 sf + 889.00 43 sf + 888.00 46 sf + 887.00 50 sf + 890.00 500 sf + 888.00 500 sf + 894.00 260 sf+ 892.00 500 sf 893.00 894.00 895.00 896.00895.00894.00893.00892.00894.00893.00892.00891.00890.00+ 890.00 940 sf + 888.00 2,220 sf889.00888.00888.00889.00890.00891.00892.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0 908.00+876.50 +878.00 +879.50 + 886.00 580 sf 893.00894.00893 .00 894 .00 892 .00 892.00893.00894.00894.00893.00892.00894.00893.00892.00893.00894.00892.00889.00SITE 2 - B U I L D I N G 1 SITE 2 - B U I L D I N G 2 SITE 2 - BUILDING 3865.00870.00873.00876.00868.00871.00869.00864.00867.00866.00863.00873.00873 . 0 0 874 . 0 0 86 6 . 0 0 867. 0 0 8 6 3 . 0 0 861 . 0 0 872.00874.00875.00877.00878.00879.008 6 2 . 0 0 8 6 1 . 0 0 8 6 0 . 0 0 874.00875.00876.00877.008 6 4 . 0 0 862 . 0 0 862.00861.004.9 % 4.9 % 4.9 % DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C2.03 FIRST YEAR SITE STORMWATER DRAINAGE PLAN BS 845.00 TS 853.00 EE 853.00 FFE 853.00 BS 849.00 TS 849.00 BS 853.00 TS 856.50 BS 856.50 TS 860.50 BS 860.50 TS 864.50 BS 847.00 TS 851.00 EE 852.98 EE 852.98 852.28 853.94 855.21 854.21 EE 856.10 BR 843.00 TR 843.50 TS 857.00 BS 853.00 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 EE 852.98 FFE 853.00 EE 852.98 FFE853.00EE 852.98 FFE 853.00 EE 852.98 FFE 853.00 EE 852.98 FFE 853.00EE 852.98 FFE 853.00EE 852.98 FFE 853.00 EE 852.98 FFE 853.00 EE 852.98 FFE 853.00EE 852.98 EE 852.98 EE 856.10 EE 860.50 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE EE 845.10 MATCH EXISTING GRADE MATCH EXISTING GRADE 861.48 TC 862.34BC 861.84 TC 861.86BC 861.36 TC 861.50BC 861.00 BR 861.55 TR 862.05 856.50856.33 857.16 TC 858.03BC 857.53 TC 858.78BC 857.38 TW 855.00BW 853.00 TW 854.50BW 853.00 TW 853.50BW 852.80 TW 845.50BW 845.00 TW 849.50BW 849.00 TW 853.50BW 853.00 TW 851.50 BW 851.00 BS 850.00 TS 853.00 TW 854.50BW 852.90 852.90 TC 861.74 BC 861.24 860.52 TC/BC 860.16860.12 853.43 852.76 853.40 853.76 854.50 TC 455.00BC 854.50 857.09 857.24 857.59 857.74 TR 854.00 BR 853.50 BR 853.13TR 853.63 EE 860.50 EE 876.40 856.00858.00850.00845.00840.0083 8 . 0 0 842.00843.00857.0085 9 . 0 0 856.00 851.00853.00 854.00 855.00 856.00 857.00 857.00 855.00 858.00 854.00 858.00 859.00 853.008 5 4 . 0 0844844 859.00860.00852.00860.00 863.00 864.00 85985 3 . 0 0 855.00 860.00 855.00865.00870.00860 . 0 0 862.00 873.00868.00871.00869.00864.00867.00866.00862.00863.00873.00873 . 0 0 874 . 0 0 86 6 . 0 0 867. 0 0870.008 6 3 . 0 0853.008 6 0 . 0 0 862.0 0 863.0 0 864.00 865.00 866.00 867.0 0 869.00868.00867.00865.00 866.00865.00871.00872.00873.00874.00875.00876.00859.00 853854.00855.00856.00854854.00+ 856.00 1,822 sf + 865.00 656 sf + 868.50 2,195 sf 859.00 8 5 7 . 0 0 8 5 8 . 0 0 861 . 0 0865.00877.008 7 8 . 0 0 87 9 . 0 0 8 6 1 . 0 0 856 . 0 0 855.00856.00854.00855.0084583 9 . 0 0 83 9 . 0 0 841.00844.00839.00839.00+ 851.00 2,950 sf + 838.00 1,300 sf849.00840.00839.00872.00874.00875.0085 1 . 0 0 857.00 845852. 0 0 853.0 0 853.00846.00847.00848.00849.00851.00852.00852.00857.00877.00 876.00 878 . 0 0 879.00861.00866.00857.008 5 2 . 0 0 852.00851.00858 . 0 0 8 6 2 . 0 0 8 6 1 . 0 0 8 6 0 . 0 0 874.00875.00876.00877.008 6 4 . 0 0 8 5 9 . 0 0861.00862 . 0 0 862.00861.00860.0083 9 . 0 0 853.0 0 853.00852.00859.00859.00858.00859.00856.00 860.00 861.00 2% 2% 2% 2% 4.9 % 4.9 % 4.9 %855.00855.00865.00866.00867.00868.00869.00870.00871.00872.00873.00874.00875.00SITE 1 - BUILDING 2 SITE 1 - BUILDING 1 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C3.01 SOPHOMORE SITE WATER, FIRE AND GAS PLAN EE 892.00 DOCK 892.00 EE 892.00 BS 887.50 EE 892.00 TW 909.50 BW 909.00 909.00 TW 908.50 BW 908.00 TW 909.50 BW 909.00BW 904.00 TW 908.50 BW 909.00 908.00 908.00 908.00 TW 908.50 BW 908.00 886.82 886.86 BS 887.00 TS 892.00 TS 892.00 EE 892.00 BS 887.00 884.50 884.32 884.62 884.78 884.60 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 908.00 909.00 909.00 TW 895.50 TW 894.00 TW 899.50 TW 902.50 TW 905.50 BS 896.00 TS 900.00 BS 900.00 TS 904.00 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE 907.00 90 8 . 0 0 9 0 9 . 0 0 910.00911.00912.00906.00 901.00 8 9 3 . 0 0 890.00888.00887 . 0 0 893.0089 4 . 0 0 89 5 . 0 0 89 6 . 0 0 89 7 . 0 0 89 8 . 0 0903.00905.00910.00 903.00 899.00 904.00 900.00 902.00 898.00 905.00888.00 8 8 9 . 0 0 891.00 8 9 2 . 0 0 883. 0 0 884. 0 0 885. 0 0 886. 0 0 887.00886.00899 . 0 0 888.00889.00911.00 900. 0 0904.00 906.00 907.0 0 90 8 . 0 0 912.00 8 9 6 . 0 0 910.00911.00912.00913.00 888.00 887.00 889.00 888.00 889.00 890.00 890 891 909.00+ 890.00 650 sf + 891.00 1,110 sf + 891.00 3,295 sf +908.00 3,900 sf + 907.00 1,800 sf + 880.00 + 887.00 447 sf + 888.00 290 sf + 889.00 237 sf + 890.00 895.00 894.00 891.00890.00+ 890.00 940 sf + 888.00 2,220 sf889.00888.00888.00889.00890.00891.00892.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0 907.00901.00 902.00 903.00 904.00 905.00906.00907.00908.00909.00908.00 909 .00 908.00909.00909.00909 .00 909.00908.00908.00 909.00 908 .00 892893.00894.00892.00SITE 2 - B U I L D I N G 1 876.00877.00DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C3.02 FIRST YEAR SITE WATER, FIRE AND GAS PLAN TS 889.4 BS 873.4 EE 888.00 EE 892.00 EE 892.00 EE 894.00 EE 894.00 EE 884.02 EE 869.97 EE 892.00 EE 865.01 BS 887.50 EE 892.00 EE 890.00 BS 873.5 EE 892.00 EE 892.00 BR 891.50 TR 892.00 EE 894.00 874.62 874.46 874.11 874.27 871.00 870.80 TS 874.00 BS 869.50 TS 869.50 BS 865.00 880.91880.84 880.65 880.68 873.5 BS 871.00 TS 873.50 BS 871.00 TS 873.50 BS 873.50 TS 886.84 TR 887.02 BR 884.33 BR 887.80 TS 889.80 BS 887.90 BS 868.30 TS 870.30 886.82 886.86 BS 887.00 TS 892.00 TS 892.00 EE 892.00 BS 887.00 884.50 884.32 884.62 884.78 884.60 884.68 884.81884.82 884.95 885.00 TS 888.50 BS 885.00 885.00 TS 885.00 BS 882.00 TS 882.00 BS 879.00 TS 876.00 TS 879.00 BS 876.00 BR 894.38 TR 894.88 894.00 TR 894.88 TC 894.88 BC 894.50 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 908.00 TS 874.92 BS 870.25 BS 875.04 TS 879.71 BS 879.82 TS 884.50 BS 884.50 BR 871.00 872.56 872.70 872.60 872.41872.55 865.33 865.46EE 865.10 BR 865.68 TR 867.00 EE 871.00 EE 871.00 EE 890.00 EE 890.00 EE 894.00 MATCH EXISTING GRADE MATCH EXISTING GRADE TC 861.74 BC 861.24 907.00 90 8 . 0 0 9 0 9 . 0 0 910.00911.00912.00893.00892.00891.00890.00889.00894.00896.00895.00899.00900.00906.00 892.00 901.00 865.00866.00 8 6 7 . 0 0 8 6 8 . 0 0 890.00888.0088 7 . 0 0 86 9 . 0 0 87 0 . 0 0 871. 0 0 872. 0 0 873. 0 0 874.00 875. 0 0 876. 0 0 877. 0 0 878. 0 0 890.00892.00893.00894.00871.00872.00870.00903.00 899.00 904.00 900.00 896.00 902.00 898.00 905.00 897.00 896.00885.00884.00883.00882.00881.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0888.00 8 8 9 . 0 0 895.00 882. 0 0 880. 0 0 879. 0 0 883. 0 0 884. 0 0 885. 0 0 886. 0 0 892. 0 0 891 . 0 0 892.00897.00+ 893.00 + 888.00 2,060 sf 889.00888.00887.00886.00898.008 9 6 . 0 0 897.00899.001,900sf 899.00895.00+ 896.50 + 896.50893.001,350sf +894.00 889.00 890.00 891.00 864.00 890.00 891.00 872.00886.00887.00888.00890.008 8 9 . 0 0 8 9 5 . 0 0888.00889.00890.00891.00881. 0 0 880.00888.00 887.00 889.00 888.00 889.00 890.00 890 891 870.00869.00871.00870.00875.00873874874.00875.00876.00876.00877.00877.00878.00890.00889.00888.00+875.00 893.00892.00891.00890.00893.00889.00888.00+ 891.00 2,400 sf + 891.00 740 sf + 890.00 650 sf + 891.00 1,110 sf + 891.00 3,295 sf + 888.00 1,700 sf + 869.00 533 sf + 870.00 410 sf + 873.00 122 sf + 874.00 268 sf + 875.00 365 sf + 876.00 440 sf + 877.00 176 sf + 879.00 106 sf + 880.00 233 sf + 868.00 157 sf + 887.00 447 sf + 888.00 290 sf + 889.00 237 sf + 890.00 70 sf + 890.00 70 sf + 889.00 43 sf + 888.00 46 sf + 887.00 50 sf + 890.00 500 sf + 888.00 500 sf + 894.00 260 sf+ 892.00 500 sf 893.00 894.00 895.00 896.00895.00894.00893.00892.00894.00893.00892.00891.00890.00+ 890.00 940 sf + 888.00 2,220 sf889.00888.00888.00889.00890.00891.00892.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0 908.00+876.50 +878.00 +879.50 + 886.00 580 sf 893.00894.00893 .00 894 .00 892 .00 892.00893.00894.00894.00893.00892.00894.00893.00892.00893.00894.00892.00889.00SITE 2 - B U I L D I N G 1 SITE 2 - B U I L D I N G 2 SITE 2 - BUILDING 3865.00870.00873.00876.00868.00871.00869.00864.00867.00866.00863.00873.00873 . 0 0 874 . 0 0 86 6 . 0 0 867. 0 0 8 6 3 . 0 0 861 . 0 0 872.00874.00875.00877.00878.00879.008 6 2 . 0 0 8 6 1 . 0 0 8 6 0 . 0 0 874.00875.00876.00877.008 6 4 . 0 0 862 . 0 0 862.00861.004.9 % 4.9 % 4.9 % DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C3.03 FIRST YEAR SITE WATER, FIRE AND GAS PLAN DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C4.01 DETAILS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: Professional License Number VERSIONS No. Date Description 04.30.2018 TGM PROJECT NO.: P105.00 (TGM E17-47) UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: C4.02 DETAILS '5$:,1*12 '5$:1%< '$7( 6+((77,7/( 352-(&77,7/( 3URIHVVLRQDO/LFHQVH1XPEHU9(56,2161R'DWH'HVFULSWLRQ7*0352-(&712 3 7*0( 81'(5*5$'8$7(678'(17+286,1*&251(//81,9(56,7<,7+$&$1<0DSOHWRQ5RDG3ULQFHWRQ1- ID[ DUFKLWHFWVLNRQ$UFKLWHFWXUH3ODQQLQJ5HVHDUFK6WUDWHJ\ZZZLNRQDUFKLWHFWVFRP/$1'6&$3($5&+,7(&7 ),5(3527(&7,213/80%,1*0(&+$1,&$/(/(&75,&$/(1*,1((5 6758&785$/(1*,1((5 &,9,/(1*,1((5 $5&+,7(&7 :6:$7(56+('0$3(;,67,1*&21',7,216 6,7(%8,/',1*6,7(%8,/',1*6,7(%8,/',1*6,7(%8,/',1*6,7(%8,/',1*6,7(%8,/',1*6,7(%8,/',1*6,7(%8,/',1*6,7(%8,/',1*6,7(%8,/',1*'5$:,1*12 '5$:1%< '$7( 6+((77,7/( 352-(&77,7/( 3URIHVVLRQDO/LFHQVH1XPEHU9(56,2161R'DWH'HVFULSWLRQ7*0352-(&712 3 7*0( 81'(5*5$'8$7(678'(17+286,1*&251(//81,9(56,7<,7+$&$1<0DSOHWRQ5RDG3ULQFHWRQ1- ID[ DUFKLWHFWVLNRQ$UFKLWHFWXUH3ODQQLQJ5HVHDUFK6WUDWHJ\ZZZLNRQDUFKLWHFWVFRP/$1'6&$3($5&+,7(&7 ),5(3527(&7,213/80%,1*0(&+$1,&$/(/(&75,&$/(1*,1((5 6758&785$/(1*,1((5 &,9,/(1*,1((5 $5&+,7(&7 :6:$7(56+('0$3352326('&21',7,216 AT CLOSEST CONTROL REMOVE CONCRETE; TYP REMOVE CONCRETE PAD REMOVE GRANITE CURB; TYP BUILDING TO BE REMOVED COMPLETELY SEE ARCHITECTURAL DEMO PLANS PROTECT TREE; TYP REMOVE CONCRETE BOLLARD & SIGN REMOVE BIKE RACK REMOVE LIGHT; TYP REMOVE SIGN; TYP REMOVE SIGNS; TYP REMOVE GRANITE CURB REMOVE HYDRANT (SEE CIVIL PLANS) REMOVE LIGHT AND TURN OVER TO OWNER (SEE ELECTICAL PLANS) REMOVE WOOD CURB REMOVE CONCRETE BOLLARDS; TYP REMOVE CONCRETE & BRICK PAVING REMOVE GRANITE CURB REMOVE WOOD CURB REMOVE AND RELOCATE GUY WIRE AND UTILITY POLE; REROUTE OVERHEAD CABLES REMOVE LIGHT; TYP SAWCUT ASPHALT; TYP REMOVE GRANITE CURB REMOVE WOOD CURB REMOVE SIGN AND TURN OVER TO OWNER HYDRANTS TO REMAIN ABE PROTECTED REMOVE CONCRETE; TYP REMOVE FLUSH CURB HYDRANT TO REMAIN AND BE PROTECTED REMOVE SIGNS AND TURN OVER TO OWNER REMOVE CONCRETE REMOVE ASPHALT; TYP REMOVE BOLLARD REMOVE CURB REMOVE STANDALONE CURBFOR CONTINUATION SEE SHEET L1.02-L2FOR CONTINUATION SEE SHEET L1.01-L1SAWCUT CONCRETE AT NEAREST CONTROL/SCORE JOINT; TYP SAWCUT ASPHALT; TYP SAWCUT ASPHALT SAWCUT ASPHALT SAWCUT ASPHALT; TYP FOR CONTINUATION SEE SHEET L2.02-L2FOR CONTINUATION SEE SHEET L2.01-L1FOR CONTINUATION SEE SHEET L2.02-L1 FOR CONTINUATION SEE SHEET L2.01-L1 FOR CONTINUATION SEE SHEET L2.02-L3FOR CONTINUATION SEE SHEET L2.01-L1FOR CONTINUATION SEE SHEET L1.02-L2FOR CONTINUATION SEE SHEET L1.02-L1FOR CONTINUATION SEE SHEET L1.02-L1 FOR CONTINUATION SEE SHEET L1.01-L1 FOR CONTINUATION SEE SHEET L1.02-L3FOR CONTINUATION SEE SHEET L1.01-L1LIGHT TO BE REMOVED AND STOCKPILED FOR REINSTALLATION (SEE ELECTRICAL PLANS) REMOVE SIGNS AND TURN OVER TO OWNER REMOVE SIGNS AND TURN OVER TO OWNER REMOVE ASPHALT REMOVE GRANITE CURB SAWCUT ASPHALT GENERATOR AND FENCE ENCLUSURE TO REMAIN AND BE PROTECTED SAWCUT ASPHALT WALLS TO REMAIN AND BE PROTECTED REMOVE SIGN AND TURN OVER TO OWNER (TYP) SAWCUT CONCRETE REMOVE CONCRETE DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:36pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 L1 SCALE: 1" = 30' DEMOLITION PLAN 00 30'60' GENERAL SHEET NOTES - DEMOLITION DEMOLITION NOTES: 1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED ON PLAN. 3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENT CONTROL PLANS AND SPECS. 4. SEE CIVIL PLANS FOR UTILITY REMOVALS. 5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS. 6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEW BASE COURSE. 7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIP LINE OF TREES. 11. PROTECT BENCHMARKS. CONCRETE PAVEMENT OR PAVERS TO BE REMOVED ASPHALT PAVING TO BE REMOVED LEGEND TREE PROTECTION FENCE CONTRACT LIMIT LINE CONSTRUCTION FENCE WALL, STAIR OR STRUCTURE TO BE REMOVED SAWCUT PAVEMENT LIGHT POLE TO BE REMOVED TREE TO BE REMOVED CURB TO BE REMOVED WALLS AND/OR RAILINGS TO BE REMOVED SIGN, BOLLARD, HYDRANT, OR SITE FEATURE TO BE REMOVED VEGETATION TO BE REMOVED RIP RAP TO BE REMOVED SHEET MATCH LINE DEMOLITION PLAN L1.01 JVB SAWCUT ASPHALT; TYP SAWCUT ASPHALT FOR CONTINUATION SEE SHEET L2.01-L1 FOR CONTINUATION SEE SHEET L1.02-L1 FOR CONTINUATION SEE SHEET L1.01-L1 SAWCUT CONCRETE AT CLOSEST CONTROL JOINT REMOVE CURB FOR CONTINUATION SEE SHEET L1.02-L2FOR CONTINUATION SEE SHEET L1.01-L1SAWCUT ASPHALT (TYP)FOR CONTINUATION SEE SHEET L2.02-L2FOR CONTINUATION SEE SHEET L2.01-L1FOR CONTINUATION SEE SHEET L1.02-L2FOR CONTINUATION SEE SHEET L1.02-L1SIGN TO BE REMOVED AND STOCKPILED FOR REINSTALLATION REMOVE ASPHALT REMOVE CURB LIGHT TO BE REMOVED AND STOCKPILED FOR REINSTALLATION (SEE ELECTRICAL PLANS) REMOVE TREE REMOVE SIGN AND TURN OVER TO OWNER (TYP) REMOVE CONCRETE BOLLARD & SIGN REMOVE BIKE RACK REMOVE SIGN; TYP REMOVE SIGNS; TYP REMOVE CONCRETE BOLLARDS; TYP REMOVE CONCRETE & BRICK PAVING SAWCUT ASPHALT REMOVE ASPHALT REMOVE GRANITE CURB SAWCUT ASPHALT REMOVE CONCRETE; TYP REMOVE FLUSH CURB HYDRANT TO REMAIN AND BE PROTECTED TURN OVER TO OWNER REMOVE ASPHALT; TYP FOR CONTINUATION SEE SHEET L1.03FOR CONTINUATION SEE SHEET L1.02-L3BLUE LIGHT TO BE REMOVED AND TURNED OVER TO OWNER, SEE ELECTRICAL PLANSFOR CONTINUATION SEE SHEET L2.02-L3FOR CONTINUATION SEE SHEET L2.01-L1FOR CONTINUATION SEE SHEET L1.02-L3FOR CONTINUATION SEE SHEET L1.01-L1REMOVE ASPHALT REMOVE GRANITE CURB SAWCUT ASPHALT STAIR AND RAILINGS TO BE REMOVED COMPLETELY STAIR, RAILINGS AND WALLS TO REMAIN AND BE PROTECTED GENERATOR AND FENCE ENCLUSURE TO REMAIN AND BE PROTECTED SAWCUT ASPHALT LIGHT TO BE REMOVED AND TURNED OVER TO OWNER (SEE ELECTRICAL PLANS) LIGHT TO BE REMOVED AND TURNED OVER TO OWNER (SEE ELECTRICAL PLANS) LIGHT TO BE REMOVED AND TURNED OVER TO OWNER (SEE ELECTRICAL PLANS) WALLS TO REMAIN AND BE PROTECTED DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:41pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 L3 SCALE: 1" = 30' DEMOLITION PLAN 00 30'60' L1 SCALE: 1" = 30' DEMOLITION PLAN 00 30'60' L2 SCALE: 1" = 30' DEMOLITION PLAN 00 30'60' GENERAL SHEET NOTES - DEMOLITION DEMOLITION NOTES: 1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED ON PLAN. 3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENT CONTROL PLANS AND SPECS. 4. SEE CIVIL PLANS FOR UTILITY REMOVALS. 5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS. 6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEW BASE COURSE. 7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIP LINE OF TREES. 11. PROTECT BENCHMARKS. CONCRETE PAVEMENT OR PAVERS TO BE REMOVED ASPHALT PAVING TO BE REMOVED LEGEND TREE PROTECTION FENCE CONTRACT LIMIT LINE CONSTRUCTION FENCE WALL, STAIR OR STRUCTURE TO BE REMOVED SAWCUT PAVEMENT LIGHT POLE TO BE REMOVED TREE TO BE REMOVED CURB TO BE REMOVED WALLS AND/OR RAILINGS TO BE REMOVED SIGN, BOLLARD, HYDRANT, OR SITE FEATURE TO BE REMOVED VEGETATION TO BE REMOVED RIP RAP TO BE REMOVED SHEET MATCH LINE DEMOLITION PLAN L1.02 JVB REMOVE GRAVEL MULCH; TYP PROTECT VENTILATION SHAFT & TRANSFORMER PAD DURING DEMOLITION SAWCUT ASPHALT COMPLETELY REMOVE WALL, STAIRS, RAILINGS, & FOOTINGS REMOVE LIGHT; TYP REMOVE TREE; TYP REMOVE GRANITE CURB; TYP REMOVE LIGHT; TYP REMOVE CONCRETE; TYP REMOVE ASPHALT; TYP REMOVE SIGN; TYPREMOVE BIKE RACK REMOVE SIGN; TYP PROTECT TREES; TYP SAWCUT CONCRETE AT NEAREST CONTROL/SCORE JOINT PROTECT EXISTING WALL; REMOVE HANDRAIL; REMOVE AND CAP WALL MOUNTED LIGHTING; PATCH AND REPAIR BRICK VENEER REMOVE HYDRANT FOR CONTINUATION SEE SHEET L1.04 FOR CONTINUATION SEE SHEET L1.03 REMOVE SIGN SAWCUT ASPHALT SAWCUT CONCRETE AT NEAREST JOINT FOR CONTINUATION SEE SHEET L1.03FOR CONTINUATION SEE SHEET L1.02-L3GENERAL SHEET NOTES - DEMOLITION DEMOLITION NOTES: 1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED ON PLAN. 3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENT CONTROL PLANS AND SPECS. 4. SEE CIVIL PLANS FOR UTILITY REMOVALS. 5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS. 6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEW BASE COURSE. 7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIP LINE OF TREES. 11. PROTECT BENCHMARKS. DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:31pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 L1 SCALE: 1" = 30' DEMOLITION PLAN 00 30'60' CONCRETE PAVEMENT OR PAVERS TO BE REMOVED ASPHALT PAVING TO BE REMOVED LEGEND TREE PROTECTION FENCE CONTRACT LIMIT LINE CONSTRUCTION FENCE WALL, STAIR OR STRUCTURE TO BE REMOVED SAWCUT PAVEMENT LIGHT POLE TO BE REMOVED TREE TO BE REMOVED CURB TO BE REMOVED WALLS AND/OR RAILINGS TO BE REMOVED SIGN, BOLLARD, HYDRANT, OR SITE FEATURE TO BE REMOVED VEGETATION TO BE REMOVED RIP RAP TO BE REMOVED SHEET MATCH LINE DEMOLITION PLAN L1.03 JVB REMOVE ASPHALT REMOVE FENCE REMOVE ASPHALT; TYP REMOVE SIGN; TYP SAWCUT ASPHALT REMOVE GRANITE CURB; TYP REMOVE TREE; TYP REMOVE BRICK EDGING & CONCRETE SAWCUT BRICK EDGING AT NEAREST MORTAR JOINT SAWCUT CONCRETE AT NEAREST CONTROL/SCORE JOINT REMOVE BRICK EDGING & CONCRETE SAWCUT BRICK EDGING AT NEAREST MORTAR JOINT SAWCUT CONCRETE AT NEAREST CONTROL/SCORE JOINT REMOVE SIGN; TYP REMOVE SIGN AND TURN OVER TO OWNER. SAWCUT CONCRETE AT NEAREST CONTROL/SCORE JOINT REMOVE CURB REMOVE SIGN REMOVE CONCRETE RAMP REMOVE ASPHALT; TYP REMOVE HYDRANT FOR CONTINUATION SEE SHEET L1.04 FOR CONTINUATION SEE SHEET L1.03 REMOVE SIGN SAWCUT ASPHALT DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:34pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 GENERAL SHEET NOTES - DEMOLITION DEMOLITION NOTES: 1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED ON PLAN. 3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENT CONTROL PLANS AND SPECS. 4. SEE CIVIL PLANS FOR UTILITY REMOVALS. 5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS. 6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEW BASE COURSE. 7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIP LINE OF TREES. 11. PROTECT BENCHMARKS. L1 SCALE: 1" = 30' DEMOLITION PLAN 00 30'60' CONCRETE PAVEMENT OR PAVERS TO BE REMOVED ASPHALT PAVING TO BE REMOVED LEGEND TREE PROTECTION FENCE CONTRACT LIMIT LINE CONSTRUCTION FENCE WALL, STAIR OR STRUCTURE TO BE REMOVED SAWCUT PAVEMENT LIGHT POLE TO BE REMOVED TREE TO BE REMOVED CURB TO BE REMOVED WALLS AND/OR RAILINGS TO BE REMOVED SIGN, BOLLARD, HYDRANT, OR SITE FEATURE TO BE REMOVED VEGETATION TO BE REMOVED RIP RAP TO BE REMOVED SHEET MATCH LINE DEMOLITION PLAN L1.04 JVB 14 L5.01CURB RAMP - TYPE B PRIVACY WALL 12 L5.01ROADWAY GRANITE CURB 12 L5.01ROADWAY GRANITE CURB PRIVACY WALL 13 L5.01 CURB RAMP - TYPE A 12 L5.01ROADWAY GRANITE CURB 12 L5.01ROADWAY GRANITE CURB 12 L5.01ROADWAY GRANITE CURB 16 L5.01 FLUSH GRANITE CURB 12 L5.01 ROADWAY GRANITE CURB EX. BOULDER TO REMAIN 12 L5.01 ROADWAY GRANITE CURB 16 L5.01 FLUSH GRANITE CURB 13 L5.01 CURB RAMP - TYPE A 12 L5.01 ROADWAY GRANITE CURB 14 L5.01 CURB RAMP - TYPE B 16 L5.01FLUSH GRANITE CURB 16 L5.01FLUSH GRANITE CURB 16 L5.01 FLUSH GRANITE CURB 16 L5.01 FLUSH GRANITE CURB EMERGENCYGENERATOR WITHSCREEN WALL GRANITE STAIRS ON CONCRETEFOUNDATION, WITH STAINLESS STEELHANDRAILS 1L5.06 BIKE RACK 1L5.06BIKE RACK GRANITE STAIRS ON CONCRETEFOUNDATION, WITH STAINLESSSTEEL HANDRAILS 5L5.06 BENCH 3L5.06 CAFE TABLE & CHAIR 16L5.01FLUSH GRANITE CURB STORMWATER BASIN 6L5.07TREES IN SILVA CELLS 3L5.06CAFE TABLE & CHAIR 1L5.06BIKE RACK 1L5.06BIKE RACK 2L5.06BIKE REPAIR STATION 5L5.06BENCH GRANITE STAIRS ONCONCRETEFOUNDATION, WITHSTAINLESS STEELHANDRAILS STORMWATER BASIN STORMWATER BASIN 12 L5.01 ROADWAY GRANITE CURB 12L5.01 ROADWAY GRANITE CURB 16L5.01 FLUSH GRANITE CURB 1L5.06 BIKE RACK 16L5.01 FLUSH GRANITE CURB 12L5.01 ROADWAY GRANITE CURB 1L5.06 BIKE RACK 16L5.01FLUSH GRANITE CURB 11L5.01ADA PARKINGSTORMWATER BASIN ADA RAMP WITH STAINLESSSTEEL HANDRAILS 16L5.01FLUSH GRANITE CURB 11L5.01ADA PARKING 1L5.06 BIKE RACK GRANITE STAIRS ON CONCRETEFOUNDATION, WITH STAINLESSSTEEL HANDRAILS 1L5.04STONE VENEER WALL 1L5.04STONE VENEER WALL 11L5.01 ADA PARKING 16L5.01 FLUSH GRANITE CURB 14 L5.01CURB RAMP - TYPE B 11L5.01 ADA PARKING 14L5.01CURB RAMP - TYPE B 11L5.01 ADA PARKING 16L5.01 FLUSH GRANITE CURB 13L5.01 CURB RAMP - TYPE A 11L5.01ADA PARKING STORMWATER BASIN 6L5.07 TREES IN SILVA CELLS 1L5.04 STONE VENEER WALL PICNIC TABLE 18L5.01 LANDSCAPE CURB 16L5.01FLUSH GRANITE CURB SPECIALTY POLETOP LIGHTING, TYP 1L5.06 BIKE RACK 18L5.01LANDSCAPE CURB 1L5.06BIKE RACK 16L5.01FLUSH GRANITE CURB 6L5.07TREES IN SILVA CELLS STONE SEATING FEATURE, TBD 2L5.04 CONCRETE WALL 23L5.01GRAVEL MULCH 16L5.01FLUSH GRANITE CURB 14L5.01CURB RAMP - TYPE B 7L5.06 SCREEN FENCE 7L5.06SCREEN FENCE 7L5.06 SCREEN FENCE 11L5.01 ADA PARKING 13 L5.01 CURB RAMP - TYPE A 12 L5.01 ROADWAY GRANITE CURB 12 L5.01ROADWAY GRANITE CURB 12L5.04BLUESTONE QUARRY BLOCK 12L5.04BLUESTONE QUARRY BLOCK 4L5.05GUARD RAIL 12L5.04 BLUESTONE QUARRY BLOCK DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:01pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 00 30'60' PROPOSED MATERIALS LEGEND KEY MATERIAL DETAIL SPECIALTY PAVEMENT WITH 40% GRANITE PAVERS, 60% POURED CONCRETE PAVEMENT GRANITE SETTS GRANITE PAVERS: 1'-0" X 2'-0" SET IN STACKED PATTERN HEAVY DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT MEDIUM DUTY ASPHALT PAVEMENT TREES IN SILVA CELLS PEDESTRIAN LIGHTING, STANDARD GOTHIC FIXTURE PEDESTRIAN LIGHTING, SPECIALTY POLE TOP FIXTURE, TBD OUTDOOR CAFE TABLES WITH CHAIRS PICNIC TABLE, TBD CONTRACT LIMIT LINE 1 L5.01 7 L5.01 6 L5.07 19 L5.01 6 L5.01 21 L5.01 2 L5.01 3 L5.06 1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. 2. SEE CIVIL AND ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES. 3. SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING. 4. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTS AND COORDINATES. 5. SEE STORM DRAIN PLANS FOR DRAINAGE STRUCTURES AND PIPE CULVERT LAYOUTS. 6. ALL RADII TO BE 5' UNLESS OTHERWISE NOTED. 7. INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS. 8. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING. 9. DO NOT SCALE BY MEASURING DRAWINGS. 10. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR. 11. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACES UNLESS OTHERWISE NOTED. 12. ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 13. LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENT RADII ARE 5'-0" UNLESS OTHERWISE NOTED. LAYOUT NOTES MATCH LINE SEE SHEET 2 / L2.02 MATCH LINE SEE SHEET 3 / L2.02MATCH LINE SEE SHEET 1 / L2.021" = 30'-0' LAYOUT AND MATERIALS PLAN1 LAYOUT PLAN L2.01 JVB 12 L5.01ROADWAY GRANITE CURB 14 L5.01CURB RAMP - TYPE B 1 L5.06BIKE RACK 3 L5.04 BLUESTONE RETAINING WALL 7 L5.06SCREEN FENCE 12 L5.01ROADWAY GRANITE CURB 12 L5.01ROADWAY GRANITE CURB 16 L5.01 FLUSH GRANITE CURB 12 L5.01 ROADWAY GRANITE CURB 12 L5.01 ROADWAY GRANITE CURB 16 L5.01 FLUSH GRANITE CURB 13 L5.01 CURB RAMP - TYPE A ROADWAY GRANITE CURB CURB RAMP - TYPE B 1 L5.06 BIKE RACK 1 L5.06 BIKE RACK 1 L5.06 BIKE RACK 16 L5.01FLUSH GRANITE CURB 11 L5.01ADA PARKING 1 L5.04 STONE VENEER WALL GALV. STEEL GUARD RAIL, 42" TALL, ON TOP OF WALL 11 L5.01 ADA PARKING 16 L5.01 FLUSH GRANITE CURB 14 L5.01CURB RAMP - TYPE B 23 L5.01GRAVEL MULCH 11 L5.01 ADA PARKING 13 L5.01 CURB RAMP - TYPE A 12 L5.01 ROADWAY GRANITE CURB 12 L5.01ROADWAY GRANITE CURB 12 L5.04 BLUESTONE QUARRY BLOCK DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:01pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 00 30'60' 00 30'60' 00 30'60' PROPOSED MATERIALS LEGEND KEY MATERIAL DETAIL SPECIALTY PAVEMENT WITH 40% GRANITE PAVERS, 60% POURED CONCRETE PAVEMENT GRANITE SETTS GRANITE PAVERS: 1'-0" X 2'-0" SET IN STACKED PATTERN HEAVY DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT MEDIUM DUTY ASPHALT PAVEMENT TREES IN SILVA CELLS PEDESTRIAN LIGHTING, STANDARD GOTHIC FIXTURE PEDESTRIAN LIGHTING, SPECIALTY POLE TOP FIXTURE, TBD OUTDOOR CAFE TABLES WITH CHAIRS PICNIC TABLE, TBD CONTRACT LIMIT LINE 1 L5.01 7 L5.01 6 L5.07 19 L5.01 6 L5.01 21 L5.01 2 L5.01 3 L5.06 1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. 2. SEE CIVIL AND ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES. 3. SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING. 4. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTS AND COORDINATES. 5. SEE STORM DRAIN PLANS FOR DRAINAGE STRUCTURES AND PIPE CULVERT LAYOUTS. 6. ALL RADII TO BE 5' UNLESS OTHERWISE NOTED. 7. INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS. 8. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING. 9. DO NOT SCALE BY MEASURING DRAWINGS. 10. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR. 11. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACES UNLESS OTHERWISE NOTED. 12. ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 13. LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENT RADII ARE 5'-0" UNLESS OTHERWISE NOTED. LAYOUT NOTES MATCH LINE SEE SHEET L2.03MATCH LINE SEE SHEET L2.01MATCH LINE SEE SHEET L2.01MATCH LINE SEE SHEET L2.01 1" = 30'-0' LAYOUT AND MATERIALS PLAN31" = 30'-0' LAYOUT AND MATERIALS PLAN2 1" = 30'-0' LAYOUT AND MATERIALS PLAN1 LAYOUT PLAN L2.02 JVB 16 L5.01FLUSH GRANITE CURB 12 L5.01ROADWAY GRANITE CURB 5 L5.01 PIN TO BUILDING PICNIC TABLE GRANITE STAIRS ON CONCRETE FOUNDATION WITH STAINLESS STEEL HANDRAILS PRIVACY WALL PRIVACY WALL 12 L5.01ROADWAY GRANITE CURB 13 L5.01 CURB RAMP - TYPE A 14 L5.01CURB RAMP - TYPE B PRIVACY WALL PRIVACY WALL 18 L5.01LANDSCAPE CURB18 L5.01LANDSCAPE CURB 11 L5.01ADA PARKING 14 L5.01CURB RAMP - TYPE B 16 L5.01FLUSH GRANITE CURB 18 L5.01LANDSCAPE CURB 18 L5.01 LANDSCAPE CURB 16 L5.01 FLUSH GRANITE CURB 3 L5.04 BLUESTONE RETAINING WALL 12 L5.01ROADWAY GRANITE CURB 1 L5.04STONE VENEER WALL 1 L5.06 BIKE RACK 1 L5.06 BIKE RACK 3 L5.06 CAFE TABLE & CHAIR 16 L5.01 FLUSH GRANITE CURB 1 L5.06BIKE RACK 1 L5.06 BIKE RACK 9 L5.04LIMESTONE BLOCK WALL 9 L5.04 LIMESTONE BLOCK WALL 9 L5.04 LIMESTONE BLOCK WALL STORMWATER BASIN STORMWATER BASIN16 L5.01FLUSH GRANITE CURB 9 L5.04LIMESTONE BLOCK WALL 16 L5.01FLUSH GRANITE CURB 3 L5.06CAFE TABLE & CHAIR 9 L5.04 LIMESTONE BLOCK WALL 16 L5.01FLUSH GRANITE CURB 16 L5.01FLUSH GRANITE CURB 9 L5.04LIMESTONE BLOCK WALL 16 L5.01FLUSH GRANITE CURB STORMWATER BASIN 1 L5.06 BIKE RACK 15 L5.01TRAVERSABLE GRANITE CURB 15 L5.01 TRAVERSABLE GRANITE CURB STORMWATER BASIN 12 L5.01 ROADWAY GRANITE CURB 1 L5.06 BIKE RACK GRANITE STAIRS ON CONCRETE FOUNDATION 9 L5.04 LIMESTONE BLOCK WALL 15 L5.01 TRAVERSABLE GRANITE CURB15 L5.01TRAVERSABLE GRANITE CURB ADA RAMP WITH STAINLESS STEEL HANDRAILS 18 L5.01LANDSCAPE CURB STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN 8 L5.04LIMESTONE BLOCK WEIR 8 L5.04 LIMESTONE BLOCK WEIR VERTICAL FEATURE, TBD STORMWATER BASIN STORMWATER BASIN 2 L5.04CONCRETE WALL 2 L5.04 CONCRETE WALL STORMWATER BASIN 16 L5.01FLUSH GRANITE CURB 23 L5.01 GRAVEL MULCH STORMWATER PLANTER STORMWATER PLANTERSTORMWATER PLANTER DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:02pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 LAYOUT PLAN L2.03 JVB PROPOSED MATERIALS LEGEND KEY MATERIAL DETAIL SPECIALTY PAVEMENT WITH 40% GRANITE PAVERS, 60% POURED CONCRETE PAVEMENT GRANITE SETTS GRANITE PAVERS: 1'-0" X 2'-0" SET IN STACKED PATTERN HEAVY DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT MEDIUM DUTY ASPHALT PAVEMENT TREES IN SILVA CELLS PEDESTRIAN LIGHTING, STANDARD GOTHIC FIXTURE PEDESTRIAN LIGHTING, SPECIALTY POLE TOP FIXTURE, TBD OUTDOOR CAFE TABLES WITH CHAIRS PICNIC TABLE, TBD CONTRACT LIMIT LINE 1 L5.01 7 L5.01 6 L5.07 19 L5.01 6 L5.01 21 L5.01 2 L5.01 3 L5.06 1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. 2. SEE CIVIL AND ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES. 3. SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING. 4. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTS AND COORDINATES. 5. SEE STORM DRAIN PLANS FOR DRAINAGE STRUCTURES AND PIPE CULVERT LAYOUTS. 6. ALL RADII TO BE 5' UNLESS OTHERWISE NOTED. 7. INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS. 8. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING. 9. DO NOT SCALE BY MEASURING DRAWINGS. 10. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR. 11. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACES UNLESS OTHERWISE NOTED. 12. ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 13. LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENT RADII ARE 5'-0" UNLESS OTHERWISE NOTED. LAYOUT NOTES MATCH LINE SEE SHEET 3 / L2.02MATCH LINE SEE SHEET L2.04 00 30'60' 1" = 30'-0' LAYOUT AND MATERIALS PLAN1 SEE ENLARGED LAYOUT PLAN SHEET L2.05 SEE ENLARGED LAYOUT PLAN SHEET L2.06 12 L5.01ROADWAY GRANITE CURB 12 L5.01ROADWAY GRANITE CURB 11 L5.01ADA PARKING 14 L5.01CURB RAMP - TYPE B 13 L5.01CURB RAMP - TYPE A 16 L5.01FLUSH GRANITE CURB 12 L5.01ROADWAY GRANITE CURB 5 L5.01 PIN TO BUILDING 9 L5.01POROUS ASPHALT PARKING BAY PICNIC TABLE GRANITE STAIRS ON CONCRETEFOUNDATION WITH STAINLESS STEELHANDRAILS PRIVACY WALL PRIVACY WALL 9 L5.07SYNTHETIC TURF 6 L5.06 CHAIN LINK FENCE & GATE 6 L5.06 CHAIN LINK FENCE & GATE 6 L5.06 CHAIN LINK FENCE & GATE GRANITE STAIRS ON CONCRETEFOUNDATION, WITH STAINLESS STEELHANDRAILS 2 L5.06 BIKE REPAIR STATION 5 L5.06 BENCH 1 L5.06 BIKE RACK 1 L5.06 BIKE RACK 3 L5.06 CAFE TABLE & CHAIR 16 L5.01 FLUSH GRANITE CURB 1 L5.06BIKE RACK 1 L5.06 BIKE RACK 9 L5.04 LIMESTONE BLOCK WALL 9 L5.04 LIMESTONE BLOCK WALL 9 L5.04LIMESTONE BLOCK WALL 9 L5.04 LIMESTONE BLOCK WALL 9 L5.04 LIMESTONE BLOCK WALL STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN16 L5.01FLUSH GRANITE CURB 9 L5.04LIMESTONE BLOCK WALL 16 L5.01FLUSH GRANITE CURB 3 L5.06CAFE TABLE & CHAIR 9 L5.04 LIMESTONE BLOCK WALL STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN 8 L5.04LIMESTONE BLOCK WEIR 8 L5.04 LIMESTONE BLOCK WEIR 2 L5.04 CONCRETE WALL 2 L5.04 CONCRETE WALL 23 L5.01 GRAVEL MULCH 13 L5.01CURB RAMP - TYPE A 7 L5.06 SCREEN FENCE DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:02pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 LAYOUT PLAN L2.04 XX PROPOSED MATERIALS LEGEND KEY MATERIAL DETAIL SPECIALTY PAVEMENT WITH 40% GRANITE PAVERS, 60% POURED CONCRETE PAVEMENT GRANITE SETTS GRANITE PAVERS: 1'-0" X 2'-0" SET IN STACKED PATTERN HEAVY DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT MEDIUM DUTY ASPHALT PAVEMENT TREES IN SILVA CELLS PEDESTRIAN LIGHTING, STANDARD GOTHIC FIXTURE PEDESTRIAN LIGHTING, SPECIALTY POLE TOP FIXTURE, TBD OUTDOOR CAFE TABLES WITH CHAIRS PICNIC TABLE, TBD CONTRACT LIMIT LINE 1 L5.01 7 L5.01 6 L5.07 19 L5.01 6 L5.01 21 L5.01 2 L5.01 3 L5.06 1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. 2. SEE CIVIL AND ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES. 3. SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING. 4. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTS AND COORDINATES. 5. SEE STORM DRAIN PLANS FOR DRAINAGE STRUCTURES AND PIPE CULVERT LAYOUTS. 6. ALL RADII TO BE 5' UNLESS OTHERWISE NOTED. 7. INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS. 8. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING. 9. DO NOT SCALE BY MEASURING DRAWINGS. 10. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR. 11. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACES UNLESS OTHERWISE NOTED. 12. ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 13. LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENT RADII ARE 5'-0" UNLESS OTHERWISE NOTED. LAYOUT NOTES MATCH LINE SEE SHEET L2.02-L3MATCH LINE SEE SHEET L2.03 00 30'60' 1" = 30'-0' LAYOUT AND MATERIALS PLAN1 A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A12 9'-0"5'-0"9'-0" 5'-0"5'-0" 6'-0"5'-0" 9'-478" 8'-0" 7'-1012" 15'-61316" 8'-0" 1 L5.06BIKE RACK 1 L5.04 STONE VENEER WALL 3 L5.06CAFE TABLE & CHAIR A11 SPECIALTY POLE TOP LIGHTING, TYP 1 L5.04STONE VENEER WALL 6 L5.04LIMESTONE AMPHITHEATER 6 L5.04LIMESTONE AMPHITHEATER 1 L5.04 STONE VENEER WALL 6 L5.04 LIMESTONE AMPHITHEATER 6 L5.04LIMESTONE AMPHITHEATER 1 L5.04STONE VENEER WALL GRANITE STAIRS ON CONCRETE FOUNDATION, WITH STAINLESS STEEL HANDRAILS, TYP A8 - A12 18 L5.01LANDSCAPE CURB 8 L5.07CABLE TRELLIS 18 L5.01LANDSCAPE CURB 18 L5.01LANDSCAPE CURB ADA RAMP WITH STAINLESS STEEL HANDRAILS STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN STORMWATER BASIN 18 L5.01LANDSCAPE CURB 1 L5.04STONE VENEER WALL 6 L5.04 LIMESTONE AMPHITHEATER 18 L5.01LANDSCAPE CURB 1 L5.04 STONE VENEER WALL 1 L5.04 STONE VENEER WALL 6 L5.04 LIMESTONE AMPHITHEATER 3 L5.06CAFE TABLE & CHAIR STORMWATER BASIN CAMPUS STANDARD GOTHIC LIGHT FIXTURE , TYP CAMPUS STANDARD GOTHIC LIGHT FIXTURE , TYP SELECTED BOULDER, TYP 18 L5.01 LANDSCAPE CURB 8 L5.04 LIMESTONE BLOCK WEIR 8 L5.04 LIMESTONE BLOCK WEIR 8 L5.04 LIMESTONE BLOCK WEIR 8 L5.04 LIMESTONE BLOCK WEIR 8 L5.04 LIMESTONE BLOCK WEIR 1 L5.04STONE VENEER WALL 4 L5.05 GUARD RAIL 4 L5.05 GUARD RAIL 1 L5.05 CONCRETE STAIRS AT MEWS 2 L5.02 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:03pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 ENLARGED LAYOUT PLAN L2.05 XX FIRST YEAR SITE STAIR SCHEDULE STAIR WIDTH TOTAL HEIGHT RISER HEIGHT TREAD DEPTH A1 8'-0"7"12" A2 8'-0"7"12" A3 10'-0"7"12" A4 14'-0"7"12" A5 12'-0"7"12" A6 16'-0"7"12" A7 12'-0"7"12" A8 5'-0"7"12" A9 5'-0"7"12" A10 5'-0"7"12" A11 5'-0"7"12" A12 VARIES 7"12" B1 7"12" B2 7"12" B3 7"12" B4 7"12" B5 7"12" 1/8" = 1'-0" FIRST YEAR - DETAILED PLAN1 MATCH LINE SEE SHEET L2.06 A9 A10 A12 B1 B2 B3 B4 B5 12'-578"21'-0"18'-0" 12'-0" 19'-0"16'-01116"16'-0"4'-0"20'-41116"6'-0"11'-6"11'-6"4'-6"56'-1 516" 5'-0" 10'-0"5'-0"10'-0"5'-0"2'-6"4'-6"4'-6" 18 L5.01 LANDSCAPE CURB 1 L5.04 STONE VENEER WALL GRANITE STAIRS ON CONCRETE FOUNDATION, WITH STAINLESS STEEL HANDRAILS 1 L5.04 STONE VENEER WALL CAMPUS STANDARD GOTHIC LIGHT FIXTURE , TYP SELECTED BOULDER, TYP 18 L5.01 LANDSCAPE CURB 18 L5.01 LANDSCAPE CURB1 L5.04 STONE VENEER WALL STORMWATER FEATURE SETTLING BASIN AND TROUGH ADA RAMP WITH STAINLESS STEEL HANDRAILS 18 L5.01 LANDSCAPE CURB EXISTING WALL TO REMAIN; REMOVE RECESSED LIGHTING, HANDRAIL, AND CONCRETE STAIRS FROM NORTH SIDE, REPAIR AS NEEDED SPECIALTY POLE TOP LIGHTING, TYP10 L5.04 GRATING PLAN10 L5.04 GRATING PLAN 10 L5.04 GRATING PLAN 18 L5.01 LANDSCAPE CURB SELECTED BOULDER, TYP EXISTING WALL TO REMAIN, PROVIDE MEDIUM SANDBLAST FINISH ON ALL EXPOSED SURFACES FOLLOWING REMOVAL OF WEST SECTION EXISTING STAIRS AND HANDRAILS TO REMAIN 18 L5.01LANDSCAPE CURB REMOVE WEST SECTION OF EXISTING POURED CONCRETE WALL, REPAIR AS NEEDED 6 L5.07TREES IN SILVA CELLS 1 L5.04STONE VENEER WALL STAINLESS STEEL BARRIER RAIL, 36" TALL 1 L5.04STONE VENEER WALL 1 L5.06BIKE RACK STORMWATER SCUPPER, TYP 16 L5.01 FLUSH GRANITE CURB CAMPUS STANDARD GOTHIC LIGHT FIXTURE , TYP 3 L5.06CAFE TABLE & CHAIR 1 L5.04 STONE VENEER WALL 3 L5.06CAFE TABLE & CHAIR A11 GRANITE STAIRS ON CONCRETE FOUNDATION, WITH STAINLESS STEEL HANDRAILS, TYP A8 - A12 1 L5.04STONE VENEER WALL 18 L5.01LANDSCAPE CURB 8 L5.07CABLE TRELLIS 18 L5.01LANDSCAPE CURB L5.01 STORMWATER BASIN STORMWATER BASIN 8 L5.04 LIMESTONE BLOCK WEIR 2 L5.04CONCRETE WALL 2 L5.04CONCRETE WALL 2 L5.04CONCRETE WALL 2 L5.04CONCRETE WALL 2 L5.04 CONCRETE WALL 1 L5.04STONE VENEER WALL 4 L5.04 STONE VENEER TERRACE WALL 4 L5.04 STONE VENEER TERRACE WALL 4 L5.04 STONE VENEER TERRACE WALL 1L5.02 1 L5.02 4 L5.05 GUARD RAIL 4 L5.05 GUARD RAIL 4 L5.05 GUARD RAIL 4 L5.05 GUARD RAIL 1 L5.03 DRAIN STRUCTURE, SEE CIVIL 2 L5.03 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:04pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 ENLARGED LAYOUT PLAN L2.06 XX 1/8" = 1'-0" FIRST YEAR - STAIR B PLAN1 MATCH LINE SEE SHEET L2.05 856.00858.00850.00845.00840.0083 8 . 0 0 842.00843.00857.00859. 0 0 856.00 851.00853.00 854.00 855.00 856.00 857.00 857.00 855.00 858.00 854.00 858.00 859.00 853.008 5 4 . 0 0 BS 845.00 TS 853.00 844844859.00860.00EE 853.00 BS 849.00 TS 849.00852.00860.00 863.00 864.00 BS 853.00 TS 856.50 BS 856.50 TS 860.50 BS 860.50 TS 864.50 BS 847.00 TS 851.00 853.00855.00 860.00 855.00EE 852.98 865.00860 . 0 0 862.00 864.00866.00862.00863.00866 . 0 0870.00863 . 0 0853.008 6 0 . 0 0 862.0 0 863.0 0 864.00 865.00 866.00 867.0 0 869.00868.00867.00865.00 866.00865.00871.00872.00873.00874.00875.00876.00 859.00 852.28 853.94 855.21 854.21853854.00855.00854854.00+ 856.00 1,822 sf + 865.00 656 sf + 868.50 2,195 sf 859.00 8 5 7 . 0 0 8 5 8 . 0 0 861 . 0 0865.00877.00 8 7 8 . 0 0 87 9 . 0 0 8 6 1 . 0 0 EE 856.10 856 . 0 0 855.00856.00854.00855.0084583 9 . 0 0 83 9 . 0 0 841.00844.00BR 843.00 TR 843.50839.00839.00+ 850.50 2,700 sf + 837.00 825 sf 840.00839.0085 1 . 0 0 TS 857.00 BS 853.00 857.00 845852. 0 0 853.0 0 853.00EE 852.98 EE 852.98 EE 852.98 846.00847.00848.00849.00851.00852.00852.00857.00877.00 876.00 878 . 0 0 861.00866.00857.008 5 2 . 0 0 852.00851.00858 . 0 0 862 . 0 0 861 . 0 0 860 . 0 0 86 4 . 0 0 8 5 9 . 0 0861.00862 . 0 0 862.00861.00860.0083 9 . 0 0 853.0 0 EE 852.98 EE 852.98 EE 852.98853.00852.00FOR CONTINUATION SEE SHEET L3.02-L2FOR CONTINUATION SEE SHEET L3.01-L1FOR CONTINUATION SEE SHEET L3.02-L1 FOR CONTINUATION SEE SHEET L3.01-L1 FOR CONTINUATION SEE SHEET L3.02-L3FOR CONTINUATION SEE SHEET L3.01-L1EE 852.98 FFE 853.00 EE 852.98 FFE853.00EE 852.98 FFE 853.00 EE 852.98 FFE 853.00 EE 852.98 FFE 853.00EE 852.98 EE 852.98 FFE 853.00 EE 852.98 EE 852.98 FFE 853.00EE 852.98 EE 852.98 FFE 853.00 FFE 853.00 FFE 853.00 FFE 853.00 EE 856.10 EE 860.50 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE EE 845.10 MATCH EXISTING GRADE MATCH EXISTING GRADE859.00859.00 861.48 TC 862.34 BC 861.84 TC 861.86 BC 861.36 TC 861.50 BC 861.00 BR 861.55 TR 862.05 858.00859.00856.00 860.00 861.00 856.50 856.33 857.16 TC 858.03 BC 857.53 TC 858.78 BC 857.38 TW 855.00 BW 853.00 TW 853.50 BW 852.80 TW 845.50 BW 845.00 TW 849.50 BW 849.00 TW 853.50 BW 853.00 TW 851.50 BW 851.00 BS 850.00 TS 853.00 TW 854.50 BW 852.90 852.90 2% 2% TC 861.74 BC 861.24 860.52 TC/BC 860.16860.12 2% 2% 4.9 % 4.9 % 4.9% MAX.4.9% MAX.4.9%MAX.4.9% MAX.4.9% MAX. 853.43 852.76 853.40 853.76 854.50 TC 455.00 BC 854.50 855.00855.00857.09 857.24 857.59 857.74 TR 854.00 BR 853.50 BR 853.13TR 853.63 FFE 853.00 FFE 853.00 EE 860.50 EE 876.40865.00866.00867.00868.00869.00870.00871.00872.00873.00874.00875.00859.00859.00BS 859.86859.43 859.55 TW 860.77 BW 859.27 TW 854.50 BW 852.63 TW 854.50 BW 852.57 TW 854.50 BW 852.63 TW 854.50 BW 852.57 TW 854.50 BW 852.631.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%LP 852.64 1.5%852.65 BR 839.00 840.00 841.00 842.00 TR 843.00 842.46 842.94 2%MAX. 2%MAX. TR 862.05 TR 852.00 BR 851.50 851.10 851.22 TC 851.96 BC 851.46 MATCH EXISTING GRADE BR 851.70 8 5 1 . 0 0 TR 852.20 TR 851.80 BR 851.30 837.00838.00TC 875.00 BC 874.50 TC 876.00 BC 875.50 2%MAX. 2%MAX. 2%MAX. 2%MAX. TC 858.00 BC 857.50857.98 858.00858.00857.00856.00TR 858.88 BR 858.38 TR 859.50 BR 859.00 LP 851.50 LP 851.50 LP 852.50 LP 843.50 LP 850.50 850.50RIM 851.50 LP 852.50 BR 852.50 TW 854.50 BW 852.48 TW 854.50 BW 852.90 EE 852.98 FFE 853.00 FFE 853.00 TW 854.50 BW 852.57 TW 854.50 BW 852.57 TW 854.50 BW 852.57 TW 854.50 BW 852.57 TW 854.00 BW 852.41 TW 854.00 BW 852.89 TW 854.00 BW 853.00 LP 852.78 LP 852.78 LP 852.75 LP 852.75 TW 855.50 BW 852.90 TW 855.50 BW 852.90 FFE 853.00 FFE 853.00 FFE 853.00 FFE 853.00 LP 852.25LP 852.25 LP 852.25 LP 852.25 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No. Date Description Apr 27, 2018 - 3:04pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. 2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED (SEE CIVIL SOIL EROSION CONTROL PLAN). 4. GRADING AROUND EXISTING TREES TO BE MINIMIZED. 5. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. 6. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES. 7. SEE CIVIL, ELECTRICAL AND PLUMBING DRAWINGS FOR PROPOSED UTILITIES. GENERAL SHEET NOTES - GRADING LEGEND +846.00 FFE EE TR BR TW BW CO TC BC MAJOR PROPOSED CONTOUR EXISTING CONTOUR MINOR PROPOSED CONTOUR FINISH FLOOR ELEVATION ENTRY ELEVATION TOP OF RAMP BOTTOM OF RAMP TOP OF WALL BOTTOM OF WALL CLEAN OUT RIM ELEVATION TOP OF CURB BOTTOM OF CURB SPOT ELEVATION L3 SCALE: 1" = 20' GRADING PLAN 00 30'60' STORM STRUCTURES GRADING PLAN L3.01 JVB 850.00853.008 5 4 . 0 0 855.00855.00853.00855.21 854.21854.00855.008 5 7 . 0 0 8 5 8 . 0 0 856.00854.00855.00849.00851.00852.00FOR CONTINUATION SEE SHEET L3.02-L1 FOR CONTINUATION SEE SHEET L3.01-L1 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE859.00 TW 851.50 BW 851.00 4.9% MAX.4.9%MAX.4.9% MAX. 853.43 852.76 853.40 853.76 858.00857.00LP 851.50 851.00852.00+ 837.00 825 sf TW 843.50 8 3 7 . 0 0 838.00839.00840.00841.00842.00843.00844.00845.00846.00847.00848.00849.00FOR CONTINUATION SEE SHEET L3.02-L2FOR CONTINUATION SEE SHEET L3.01-L12%MAX. TR 852.00 BR 851.50 851.10 851.22 TC 851.96 BC 851.46 MATCH EXISTING GRADE BR 851.70 8 5 1 . 0 0 BR 851.30 837.00838.00859.00860.00865.00870.00860 . 0 0 873.00876.00868.00871.00869.00864.00867.00866.00862.00863.00873.00873 . 0 0 874 . 0 0 86 6 . 0 0 867.0 0 86 3 . 0 0872.00873.00874.00875.00876.00 861 . 0 0 877.00 8 7 8 . 0 0 87 9 . 0 0 872.00874.00875.00877.00 876.00 878 . 0 0 879.00877.00878.00879.00862 . 0 0 861 . 0 0 860 . 0 0 874.00875.00876.00877.0086 4 . 0 0 8 5 9 . 0 0861.00862 . 0 0 862.00861.00860.00FOR CONTINUATION SEE SHEET L4.01-L1FOR CONTINUATION SEE SHEET L3.01-L1FOR CONTINUATION SEE SHEET L3.02-L3FOR CONTINUATION SEE SHEET L3.01-L1MATCH EXISTING GRADE MATCH EXISTING GRADE 2% 2% TC 861.74 BC 861.24 860.52 TC/BC 860.16 860.12 2% 2% 4.9 % 4.9 % EE 876.40873.00874.00875.00BS 859.86 TW 860.77 BW 859.27 TC 875.00 BC 874.50 TC 876.00 BC 875.502%MAX. 2%MAX. TC 858.00 BC 857.50 TR 858.88 BR 858.38 TR 859.50 BR 859.00 4.9 % 4.9 % 4.9 % 4.9 % 4.9 % 4.9 % EE 869.80 EE 880.20 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No. Date Description Apr 27, 2018 - 3:05pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. 2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED (SEE CIVIL SOIL EROSION CONTROL PLAN). 4. GRADING AROUND EXISTING TREES TO BE MINIMIZED. 5. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. 6. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES. 7. SEE CIVIL, ELECTRICAL AND PLUMBING DRAWINGS FOR PROPOSED UTILITIES. GENERAL SHEET NOTES - GRADING LEGEND +846.00 FFE EE TR BR TW BW CO TC BC MAJOR PROPOSED CONTOUR EXISTING CONTOUR MINOR PROPOSED CONTOUR FINISH FLOOR ELEVATION ENTRY ELEVATION TOP OF RAMP BOTTOM OF RAMP TOP OF WALL BOTTOM OF WALL CLEAN OUT RIM ELEVATION TOP OF CURB BOTTOM OF CURB SPOT ELEVATION L3 SCALE: 1" = 30' GRADING PLAN 00 30'60' L1 SCALE: 1" = 30' GRADING PLAN 00 30'60' L2 SCALE: 1" = 30' GRADING PLAN 00 30'60' STORM STRUCTURES GRADING PLAN L3.02 JVB TS 889.4 BS 873.4 EE 888.00 EE 892.00 EE 892.00 EE 894.00 EE 894.00 EE 884.02 EE 869.97 EE 892.00 EE 865.01 BS 887.50 EE 892.00 EE 890.00 BS 873.5 EE 892.00 EE 892.00 BR 892.00 TR 892.50 EE 894.00893.00892.00891.00890.00889.00894.00896.00895.00899.00900.00906.00 892.00 901.00 865.00866.00 8 6 7 . 0 0 8 6 8 . 0 0 888.00887 . 0 0 86 9 . 0 0 87 0 . 0 0 871. 0 0 872. 0 0 873. 0 0 874.00 875. 0 0 876. 0 0 877. 0 0 878. 0 0 890.00892.00893.00894.00871.00872.00870.00903.00 899.00 904.00 900.00 896.00 902.00 898.00 905.00 897.00 896.00885.00884.00883.00882.00881.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0888.00895.00 882. 0 0 880. 0 0 879. 0 0 883. 0 0 884. 0 0 885. 0 0 886. 0 0 892. 0 0 891 . 0 0 892.00897.00+ 893.00 + 887.50 2,060 sf 889.00888.00887.00886.00898.008 9 6 . 0 0 897.00899.001,900sf 899.00895.00+ 896.50 + 896.50893.001,350sf +894.00 889.00 890.00 891.00 864.00 890.00 891.00873.00886.00887.00888.00890.008 8 9 . 0 0 8 9 5 . 0 0888.00889.00890.00891.00881. 0 0 880.00888.00 887.00 889.00 888.00 889.00 890.00 890 891 874.62 874.46 874.11 874.27 TW 872.89 BW 871.00870.00869.00871.00870.00TS 874.00 BS 869.50 TS 869.50 BS 865.00 875.00874.00874.00875.00876.00876.00877.00880.91880.84 880.65 880.68877.00878.00873.5 BS 871.00 TS 873.50 BS 871.00 TS 873.50 BS 873.50 TS 886.84 TR 887.02 BR 884.33 BR 887.80 TS 889.80 BS 887.90 890.00889.00888.00BS 868.30 TS 870.30 886.82 886.86 BS 887.00 TS 892.00 TS 892.00 EE 892.00 BS 887.00 884.50884.32 884.62 884.78 884.60 884.68 884.81 884.82 884.95 885.00 TS 888.50 BS 885.00 885.00 TS 885.00 BS 882.00 TS 882.00 BS 879.00 TS 876.00 TS 879.00 BS 876.00 +875.00 893.00892.00891.00890.00893.00889.00888.00+ 891.50 2,400 sf + 891.50 740 sf + 890.00 650 sf + 891.00 1,110 sf + 891.00 3,295 sf + 887.00 1,700 sf + 869.00 533 sf + 870.00 410 sf + 873.00 122 sf + 874.00 268 sf + 875.00 365 sf + 876.00 440 sf + 877.00 176 sf + 879.00 106 sf + 880.00 233 sf + 868.00 157 sf + 886.50 447 sf + 888.00 290 sf + 889.00 237 sf + 890.00 70 sf + 890.00 70 sf + 889.00 43 sf + 888.00 46 sf + 887.00 50 sf + 890.00 500 sf + 894.00 260 sf+ 892.00 500 sf BR 894.38 TR 894.88 894.00 TR 894.88 TC 894.88 BC 894.50 893.00 894.00 895.00 896.00895.00894.00893.00892.00894.00893.00892.00TW 896.00 + 888.00 2,220 sf889 888.00889.00890.00891.00892.008 9 2 . 0 0 +876.50 +878.00 +879.50 + 886.00 580 sf TS 874.92 BS 870.25 BS 875.04 TS 879.71 BS 879.82 TS 884.50 BS 884.50 BR 871.00 TW 872.89 BW 872.56 872.70 872.60 872.41 872.55 865.33 865.46 EE 865.10 BR 865.68 TR 867.00 893.00894.00893 .00 894 .00 892 .00 892.00893.00894.00894.00893.00892.00894.00893.00892.00893.00894.00892.00870.00873.00876.00871.00869.00873.00873 . 0 0 874 . 0 0 872.00874.00875.00877.00878.00879.00874.00875.00876.00877.004.9 % 4.9 % 4.9 % 4.9 % 4.9 % EE 869.80 EE 880.20 889.00EE 871.00 EE 871.00 EE 890.00 EE 890.00 EE 894.00 FOR CONTINUATION SEE SHEET L3.04 FOR CONTINUATION SEE SHEET L3.03 FOR CONTINUATION SEE SHEET L3.03FOR CONTINUATION SEE SHEET 3.02-L3MATCH EXISTING GRADE +873.50 TW 875.00 TW 876.50 TW 878.00 TW 878.00 TW 879.50 879.50 TW 881.00 TW 882.50 +885.00 TW 881.50 +879.50 +879.50 +881.50 EE 892.00 EE 892.00 EE 892.00 EE 892.00 EE 888.00 TW 892.50 BW 892.00 TW 892.50 BW 892.00TW 894.00 BW 892.00 TW 892.50 BW 892.00 TW 891.50 BW 891.00 TW 894.00 BW 891.86 TC 892.50 BC 892.00 TC 892.50 BC 892.00 0.73' + 871.00 TW 870.63 TW 870.63 TW 871.13 BW 870.80 BS 868.67 TW 871.13 EE 872.94 EE 879.71 TW 880.00 TW 884.83 +879.71 + 884.50 TW 875.25 +874.92 BR 885.86TR 885.86887.00TS 888.50 RIM 884.50 RIM 884.50 RIM 892.50 RIM 891.25 RIM 892.25 RIM 890.25 RIM 890.25 RIM 888.25 RIM 887.25 RIM 887.25RIM 870.25 RIM 888.25 RIM 880.25874.00 RIM 872.75 RIM 892.50 RIM 892.00 RIM 892.00 893.00892.00893.00892.00RIM 893.50 RIM 894.50 RIM 888.00 RIM 868.50 RIM 873.50 RIM 887.00 RIM 888.50 TW 871.75 RIM 887.50 RIM 886.50 TW 889.50 TW 885.50 TW 883.50 TW 881.50 TW 891.50 BW 890.00 TW 891.50 BW 890.98 TW 893.50 BW 891.00 TW 893.50 BW 893.00 TW 895.50 BW 893.00 TW 895.50 BW 894.88 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No. Date Description Apr 27, 2018 - 3:00pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 GENERAL SHEET NOTES - GRADING LEGEND +846.00 FFE EE TR BR TW BW CO TC BC MAJOR PROPOSED CONTOUR EXISTING CONTOUR MINOR PROPOSED CONTOUR FINISH FLOOR ELEVATION ENTRY ELEVATION TOP OF RAMP BOTTOM OF RAMP TOP OF WALL BOTTOM OF WALL CLEAN OUT RIM ELEVATION TOP OF CURB BOTTOM OF CURB SPOT ELEVATION 1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. 2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. GRADING AROUND EXISTING TREES TO BE MINIMIZED. 5. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. 6. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES. 7. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE. 8. SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES. 9. IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFT AND REPLANT SHRUB WHEN GRADING IS COMPLETE. L1 SCALE: 1" = 30' GRADING PLAN 00 30'60' STORM STRUCTURES GRADING PLAN L3.03 JVB EE 892.00 DOCK 892.00 EE 892.00 BS 887.50 907.00 90 8 . 0 0 9 0 9 . 0 0 910.00911.00912.00906.00 901.00 8 9 3 . 0 0 890.00888.00887 . 0 0 893.0089 4 . 0 0 89 5 . 0 0 89 6 . 0 0 89 7 . 0 0 89 8 . 0 0903.00905.00910.00 903.00 904.00 900.00 902.00 905.00888.00 8 8 9 . 0 0 891.00 8 9 2 . 0 0 885. 0 0 886. 0 0 886.00899 . 0 0 911.00 900. 0 0904.00 906.00 907.0 0 90 8 . 0 0 912.00 TW 909.50 BW 909.00 909.00 TW 908.50 BW 908.00 TW 909.50 BW 909.00BW 904.00 TW 908.50 BW 909.00 908.00 908.00 908.00 TW 908.50 BW 908.00 8 9 6 . 0 0 910.00911.00912.00913.00 888.00 886.82 BS 887.00 TS 892.00 EE 892.00 884.50884.32 884.62 884.78 884.60 909.00+ 890.00 650 sf + 891.00 1,110 sf + 891.00 3,295 sf +908.00 3,900 sf + 907.00 1,800 sf TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 899.00 TW 902.00 TW 905.00 TW 896.00 TW 908.00 895.00 894.00 891.00890.00+ 890.00 940 sf + 888.00 2,220 sf889.00888.00888.00889.00890.00891.00892.008 9 0 . 0 0 8 9 1 . 0 0 8 9 2 . 0 0 907.00901.00 902.00 903.00 904.00 905.00906.00907.00908.00909.00908.00 909 .00 908.00909.00 909.00 909.00909.00909 .00 909.00908.00908.00 909.00 908 .00 FOR CONTINUATION SEE SHEET L3.04 FOR CONTINUATION SEE SHEET L3.03 TW 895.50 TW 894.00 TW 899.50 TW 902.50 TW 905.50 BS 896.00 TS 900.00 BS 900.00 TS 904.00 MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE EE 892.00 EE 892.00 TC 892.50 BC 892.00 0.73' EE 892.00 EE 905.33 908.00909 .00 RIM RIM 884.50 RIM 887.00 RIM 888.50 RIM 890.50 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No. Date Description Apr 27, 2018 - 3:01pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 GENERAL SHEET NOTES - GRADING LEGEND +846.00 FFE EE TR BR TW BW CO TC BC MAJOR PROPOSED CONTOUR EXISTING CONTOUR MINOR PROPOSED CONTOUR FINISH FLOOR ELEVATION ENTRY ELEVATION TOP OF RAMP BOTTOM OF RAMP TOP OF WALL BOTTOM OF WALL CLEAN OUT RIM ELEVATION TOP OF CURB BOTTOM OF CURB SPOT ELEVATION 1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. 2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. GRADING AROUND EXISTING TREES TO BE MINIMIZED. 5. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. 6. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES. 7. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE. 8. SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES. 9. IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFT AND REPLANT SHRUB WHEN GRADING IS COMPLETE. L1 SCALE: 1" = 30' GRADING PLAN 00 30'60' STORM STRUCTURES GRADING PLAN L3.04 JVB OAKS KATSURAS FREEMANMAPLES GIANTARBORVITAE WHITE PINE FREEMANMAPLE HONEY LOCUSTS HONEY LOCUST HONEY LOCUST ELM ELM OAK FREEMANMAPLE FREEMANMAPLE FREEMANMAPLE ELMS ELM ELMS ELMS FREEMANMAPLES HACKBERRY PINE OAKS CRABAPPLES LIMBERPINE GIANTARBORVITAE DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:28pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 L1 SCALE: 1" = 30' LAYOUT AND MATERIALS PLAN 00 20'40' 1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ON DETAILS. 2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTH OF ROOT BALL, PER DETAIL. 3. TREES IN LAWN TO RECEIVE 5' DIA. MULCH RINGS. 4. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED. 5. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". 6. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDING OVERHANGS. GENERAL SHEET NOTES - PLANTING 1. KEYNOTES GO HERE. THE NUMBERS HERE MUST MATCH THE HEXAGON SYMBOLS LOCATED ON THIS SHEET. 2. ALWAYS USE A NUMBERED LIST SO THAT NUMBERS ARE SEQUENCED AUTOMATICALLY. 3. DO NOT CHANGE THE WIDTH OF THE TEXT BOX. SHEET KEYNOTES MATCH LINE SEE SHEET L4.02-L2 MATCH LINE SEE SHEET L4.02-L3MATCH LINE SEE SHEET L4.02-L1PLANTING LEGEND KEY MATERIAL DETAIL STORMWATER PLANTER MIX A - PERENNIAL GROUNDCOVER STORMWATER PLANTER MIX B - PERENNIAL GROUNDCOVER BIORETENTION MIX A - LOW GRASSES W/ WOODY CANOPY BIORETENTION MIX B - MIXED SHRUB PLANTING MAJOR BROAD LEAF DECIDUOUS TREE MINOR BROAD LEAF DECIDUOUS TREE MAJOR CONIFEROUS TREE MAJOR DECIDUOUS TREES PLANTED IN SOIL CELL SHRUBS TURF MIX A - TRAFFIC/DROUGHT TOLERANT TALL FESCUE MIX TURF MIX B - LOW GROW FINE FESCUE MIX PLANTING BED WITH GROUNDCOVER PLANTING EXISTING TREE TO REMAIN ESTIMATED DRIPLINE XX L5.06 5 L5.06 3 L5.06 3 L5.06 4 L5.06 4 L5.06 1 L5.06 XX L5.06 XX L5.06 XX L5.06 XX L5.06 PLANTING PLAN L4.01 ZDR PINE GIANT ARBORVITAE DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:28pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ON DETAILS. 2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTH OF ROOT BALL, PER DETAIL. 3. TREES IN LAWN TO RECEIVE 5' DIA. MULCH RINGS. 4. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED. 5. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". 6. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDING OVERHANGS. GENERAL SHEET NOTES - PLANTING 1. KEYNOTES GO HERE. THE NUMBERS HERE MUST MATCH THE HEXAGON SYMBOLS LOCATED ON THIS SHEET. 2. ALWAYS USE A NUMBERED LIST SO THAT NUMBERS ARE SEQUENCED AUTOMATICALLY. 3. DO NOT CHANGE THE WIDTH OF THE TEXT BOX. SHEET KEYNOTES PLANTING PLAN L4.02 ZDR L3 SCALE: 1" = 30' LAYOUT PLAN 00 30'60' L1 SCALE: 1" = 30' LAYOUT PLAN 00 30'60' L2 SCALE: 1" = 30' LAYOUT PLAN 00 30'60'MATCH LINE SEE SHEET L4.01MATCH LINE SEE SHEET L4.01MATCH LINE SEE SHEET L4.01 OAKS CRABAPPLE MAGNOLIAS WITCH-HAZEL SPICE BUSH META-SEQUOIA & FREEMAN MAPLES CORNELIAN CHERRY ELMS HONEY LOCUST META-SEQUOIA & FREEMAN MAPLES WITCH-HAZEL & SPICE BUSH WITCH-HAZEL & SPICE BUSH WHITE PINE GIANT ARBORVITAE LIMBER PINE CRABAPPLE LIMBER PINE TULIP TREE META-SEQUOIA & FREEMAN MAPLES WITCH-HAZEL & SPICE BUSH ELMS HONEY LOCUSTS FREEMAN MAPLES CRABAPPLE CRABAPPLE CRABAPPLE FREEMAN MAPLES CRABAPPLE HONEY LOCUSTS WHITE PINE GIANT ARBORVITAE WHITE PINE MAGNOLIA SCALE: 1" = 30'-0" 00 30'60' DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:29pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 SITE LAYOUT PLAN PLANTING PLAN L4.05 ZDR 1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ON DETAILS. 2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTH OF ROOT BALL, PER DETAIL. 3. TREES IN LAWN TO RECEIVE 5' DIA. MULCH RINGS. 4. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED. 5. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". 6. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDING OVERHANGS. GENERAL SHEET NOTES - PLANTING 1. KEYNOTES GO HERE. THE NUMBERS HERE MUST MATCH THE HEXAGON SYMBOLS LOCATED ON THIS SHEET. 2. ALWAYS USE A NUMBERED LIST SO THAT NUMBERS ARE SEQUENCED AUTOMATICALLY. 3. DO NOT CHANGE THE WIDTH OF THE TEXT BOX. SHEET KEYNOTES PLANTING LEGEND KEY MATERIAL DETAIL STORMWATER PLANTER MIX A - PERENNIAL GROUNDCOVER STORMWATER PLANTER MIX B - PERENNIAL GROUNDCOVER BIORETENTION MIX A - LOW GRASSES W/ WOODY CANOPY BIORETENTION MIX B - MIXED SHRUB PLANTING MAJOR BROAD LEAF DECIDUOUS TREE MINOR BROAD LEAF DECIDUOUS TREE MAJOR CONIFEROUS TREE MAJOR DECIDUOUS TREES PLANTED IN SOIL CELL SHRUBS TURF MIX A - TRAFFIC/DROUGHT TOLERANT TALL FESCUE MIX TURF MIX B - LOW GROW FINE FESCUE MIX PLANTING BED WITH GROUNDCOVER PLANTING EXISTING TREE TO REMAIN ESTIMATED DRIPLINE XX L5.06 5 L5.06 3 L5.06 3 L5.06 4 L5.06 4 L5.06 1 L5.06 XX L5.06 XX L5.06 XX L5.06 XX L5.06 MATCH LINE SEE SHEET L4.06 OAKS CRABAPPLE META-SEQUOIA &FREEMAN MAPLES WITCH-HAZEL &SPICE BUSH WHITE PINE GIANT ARBORVITAE LIMBER PINE CRABAPPLE LIMBER PINE META-SEQUOIA &FREEMAN MAPLES WITCH-HAZEL &SPICE BUSH CRABAPPLE SITE LAYOUT PLAN SCALE: 1" = 30'-0" DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:29pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 PLANTING PLAN L4.06 XX 00 30'60' 1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ON DETAILS. 2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTH OF ROOT BALL, PER DETAIL. 3. TREES IN LAWN TO RECEIVE 5' DIA. MULCH RINGS. 4. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED. 5. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". 6. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDING OVERHANGS. GENERAL SHEET NOTES - PLANTING 1. KEYNOTES GO HERE. THE NUMBERS HERE MUST MATCH THE HEXAGON SYMBOLS LOCATED ON THIS SHEET. 2. ALWAYS USE A NUMBERED LIST SO THAT NUMBERS ARE SEQUENCED AUTOMATICALLY. 3. DO NOT CHANGE THE WIDTH OF THE TEXT BOX. SHEET KEYNOTES PLANTING LEGEND KEY MATERIAL DETAIL STORMWATER PLANTER MIX A - PERENNIAL GROUNDCOVER STORMWATER PLANTER MIX B - PERENNIAL GROUNDCOVER BIORETENTION MIX A - LOW GRASSES W/ WOODY CANOPY BIORETENTION MIX B - MIXED SHRUB PLANTING MAJOR BROAD LEAF DECIDUOUS TREE MINOR BROAD LEAF DECIDUOUS TREE MAJOR CONIFEROUS TREE MAJOR DECIDUOUS TREES PLANTED IN SOIL CELL SHRUBS TURF MIX A - TRAFFIC/DROUGHT TOLERANT TALL FESCUE MIX TURF MIX B - LOW GROW FINE FESCUE MIX PLANTING BED WITH GROUNDCOVER PLANTING EXISTING TREE TO REMAIN ESTIMATED DRIPLINE XX L5.06 5 L5.06 3 L5.06 3 L5.06 4 L5.06 4 L5.06 1 L5.06 XX L5.06 XX L5.06 XX L5.06 XX L5.06 MATCH LINE SEE SHEET L4.05 CONCRETE WALK #4 REBAR @ 18" O.C. BOTH WAYS COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) COMPACTED SUBGRADE NOTES: 1. SEE PLANS FOR TOOL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII. 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES CROSS SLOPE AS SHOWN ON GRADING PLAN 6"1'-0"3"WELDED WIRE FABRIC 6" X 6" - W2.9 x W2.9 FLAT SHEETS SET ON CHAIRS COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) NOTES: 1. SEE PLANS FOR TOOL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII. 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES CROSS SLOPE AS SHOWN ON GRADING PLAN 8"COMPACTED SUBGRADE CONCRETE PAVEMENT 6"5"NOTES: 1. SEE PLANS FOR LOCATION AND TYPE OF JOINTS. 2. OVERLAP MESH SHEETS 1'-0" MIN. 1/2" EXPANSION JOINT (EJ) FILLER STRIP AND JOINT SEALANT 1/2" DIA. X 18" EPOXY COATED SMOOTH W/ PLASTIC SLEEVE AT 18" O.C. TJ EJ 1" DEEP TOOL JOINT (TJ) W/ 14" RADIUS MEDIUM BROOM FINISH. BROOM PERPENDICULAR TO LINE OF TRAFFIC. NOTES: 1. SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS. 2. BROOM PERPENDICULAR TO LINE OF TRAFFIC. 3. 2" WINDOW PANE EDGE FINISH. WIDTH AS SHOWN ON PLANWIDTH AS SHOWN ON PLANTOOLED CONTROL JOINTS OR EXPANSION JOINTS112"1-1/2" COMPACTED NYSDOT SUPERPAVE 9.5MM TOP COURSE (402.097203) 9" COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) 3" COMPACTED NYSDOT SUPERPAVE 19MM BINDER COURSE (402.197903) FABRIC TO WRAP 12" UNDER ASPHALT BINDER COURSE COMPACTED SUBGRADE 1'-0" TAMP EDGES - FILL & FEATHER TO MEET EXISTING GRADE SEPARATION FABRIC: MIRAFI 500X 1'-0"9"3"3" NYSDOT TYPE 4 SUBBASE OR APPROVED ASPHALT MILLINGS MAY BE USED IN BOTTOM LIFT AND SHALL NOT EXCEED 3" IN DEPTH. (ITEM 304.14)3"112"1-1/2" COMPACTED NYSDOT SUPERPAVE 9.5MM TOP COURSE (402.097203) 15" COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) COMPACTED SUBGRADE 3" NYSDOT TYPE 4 SUBBASE OR APPROVED ASPHALT MILLINGS MAY BE USED IN BOTTOM LIFT AND SHALL NOT EXCEED 3" IN DEPTH. (ITEM 304.14)1'-3"SEPARATION FABRIC: MIRAFI 500X 4.5" COMPACTED NYSDOT SUPERPAVE 19MM BINDER COURSE (402.197903)412"3"1"POROUS ASPHALT PAVING SURFACE COURSE 2.5" CHOKER BASE COURSE SUFFICIENT TO FILL LARGE AGGREGATE SPACE (MAX. 1") INFILTRATION BED 8" WASHED, CRUSHED UNIFORMLY GRADED COARSE AGGREGATE TO EXTEND 12" BEYOND EDGE OF PAVEMENT FOR CUT CONDITIONS WHERE NATIVE SOILS ARE ENCOUNTERED, DO NOT COMPACT SUBGRADES.212"8"NON-WOVEN GEOTEXTILE, BOTTOM AND SIDES 2'-0" WRAP TAMP EDGES NOTES: 1. DO NOT EXPOSE BED BOTTOMS TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR TO GEOTEXTILE AND AGGREGATE PLACEMENT. 2. ALL BED BOTTOMS TO FALL WITH SURFACE GRADE. 3. PLACEMENT OF CLEAN COARSE AGGREGATE TO BE APPROVED BY LANDSCAPE ARCHITECT. 4. CONTRACTOR SHALL FOLLOW CONTROL REQUIRMENTS AS DESCRIBED IN WRITTEN TECHNICAL SPECIFICATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. ADJACENT LAWN, 1" LOWER THAN TOP OF WALK SURFACE NOTES: 1. DO NOT EXPOSE BED BOTTOMS TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR TO GEOTEXTILE AND AGGREGATE PLACEMENT. 2. ALL BED BOTTOMS TO BE GRADED LEVEL. 3. PLACEMENT OF CLEAN COARSE AGGREGATE TO BE APPROVED BY LANDSCAPE ARCHITECT. 4. CONTRACTOR SHALL FOLLOW CONTROL REQUIREMENTS AS DESCRIBED IN WRITTEN TECHNICAL SPECIFICATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. UNDISTURBED SUBGRADE - DO NOT COMPACT CHOKER BASE COURSE SUFFICIENT TO FILL LARGE AGGREGATE SPACE (MAX. 1") INFILTRATION BED 12" MIN. DEPTH WASHED, CRUSHED UNIFORMLY GRADED COARSE AGGREGATE FILTER FABRIC BOTTOM AND SIDES POROUS ASPHALT PAVING SURFACE COURSE PERFORATED PIPE (SEE CIVIL)1'-0"6" MIN.4"1'-6" BUILDING FACE OR RETAINING WALL #4 EPOXY-COATED SMOOTH DOWEL AT 16" O.C. GREASE AND CAST INTO FOUNDATION WALL. CONCRETE PAVEMENT AT BUILDING THRESHOLDS EXPANSION JOINT BUILDING OR WALL FOUNDATION6"6" NOTES: 1. CONCRETE PAVEMENT TO BE PINNED TO BUILDING OR WALL STRUCTURES AT ALL CONNECTIONS. 6'-0" TYP 6'-0" PITCH 1:12 PITCH 1:12DETECTABLE WARNINGS - SEE SPECS. NOTES: 1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.6'-0" TYPPITCH 1:12 8' TYP. 121 ISOMETRIC VIEW N.T.S. PLAN 6' TYP. 6' TYP. PITC H 1 : 1 2 1 12 6' TYP.6" TYP6'-0" TYP 6'-0" TYP 5'-0" TYP 6'-0" DETECTABLE WARNINGS - SEE SPECS. NOTES: 1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.5'-0" TYPPITCH 1:12 8' 121 ISOMETRIC VIEW N.T.S. PLAN 6' 6' 1 12 7' 2% M A X . PITCH 1:12 PITCH 2%NOTES: 1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6"ADJACENT PAVING ADJACENT PAVEMENT OR LAWN TYPE "A" GRANITE CURBING 5"X16", SAWN TOP SPLIT FACE (4' MINIMUM LENGTH) CONCRETE BACKING CONTINUOUS FULL LENGTH OF CURB1'-4"3"5" DRY CONCRETE MIX AS CURB BEDDING 1 2" EXPANSION JOINT AND JOINTSEALANT BETWEEN GRANITE AND CONCRETE 9"6"6" COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) UNDISTURBED EARTH ELEVATION PLAN "LEAN" CONCRETE CONTINUOUS FULL LENGTH OF CURB USE FLEXIBLE CAULK AT 150' INTERVALS FOR EXPANSION, OTHER JOINTS < 1 8" GAP "LEAN" CONCRETE CONTINUOUS FULL LENGTH OF CURB GRANITE CURB NOTES: 1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET AS INDICATED ON LAYOUT PLAN. ADJACENT PAVING 1'-0"5" FLUSH GRANITE CURB W/ SAWN & THERMAL TOP AND FACES ADJACENT PAVING CONCRETE BACKING CONTINUOUS FULL LENGTH OF CURB DRY CONCRETE MIX AS CURB BEDDING COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) UNDISTURBED EARTH3"9"6"6"6"ADJACENT PAVING ADJACENT PAVEMENT OR LAWN NYSDOT TYPE "E" GRANITE CURB WITH CHAMFERED EDGE. 1:3:6 DRY MIX UNIFORM PILES AT EACH END AND ON 3-FOOT CENTERS BENEATH CURB FOR FULL LENGTH OF CURB. 3000 PSI CONCRETE BACKING FULL LENGTH OF CURB. FORCE CONCRETE THROUGH BACK OF JOINTS. GROUT FRONT AND TOP OF JOINTS FLUSH WITH 1:2 MORTAR MIX.1'-4"1'-3" MIN.3"SAW TRANSITION TO STANDARD FACE CURB OVER 18"SAWN TRANSITION 1 2" EXPANSION JOINT AND JOINT SEALANTBETWEEN GRANITE AND CONCRETE5" TBD L PARKING STALLC WHEEL STOP 34" REINF. ROD SHALL BE PLACED PRIOR TO SURFACING, OR IN A HOLE DRILLED IN THE FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED METHOD, OR DRIVEN INTO THE SURFACING 7'-0" MIN 8'-0" MAX 1'-0" 2'-0" MIN DRAINAGE OPENING 1'-0" 2'-0" MIN DRAINAGE OPENING 1'-0" 612"612"3'-2"8"212"4"2" 2 - #3 8"HOLE FOR 34" Ø ROD. GROUT HOLE FULL. PLAN ELEVATION END VIEW SECTION ANY TIME RESERVED PARKING TYPE A TYPE C RESERVEDPARKING 3'-0"TYP.12"7'-0" CLEARMIN., TYP.2" SQUARE BOX ALUMINUM POST WITH WELDED CAP AND BREAKAWAY BASE ADJACENT PAVEMENT 2500 PSI CONC. SONO TUBE STACK SIGNS AS INDICATED IN PLAN ANY TIME RESERVEDPARKING RESERVEDPARKING TYPE B VANACCESSIBLE 8'-6" ADA PARKING SIGNS ALIGN CENTERED ON SPACE AS SHOWN ON PLAN. FLUSH CURB WHITE 4" WIDE PAINTED LINES (TYP) 4' X 4' ADA SYMBOL CENTERED IN PARKING SPACE 8'-6"8'-6"18'-0"2'ADA DETECTABLE WARNING TILES, SEE SPECIFICATIONS. RAMP NO PARKING SIGN ALIGN CENTERED ON SPACE, AS SHOWN ON PLAN RAMP2%1'-0"6"6 " ADJACENT ASPHALT PAVING OR GRAVEL DRIVE, AS SHOWN ON PLAN TRAVERSABLE CURB WITH SAWN AND THERMAL FACE CONCRETE BEDDING FULL LENGTH OF CURB. GROUT FRONT OF JOINTS FLUSH WITH MORTAR MIX. ADJACENT CONCRETE PAVEMENT SUBBASE COMPACTED SUBGRADE GRANITE SETTS 1" SAND SETTING BED COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) POLYMERIC SAND FILLED JOINTS 4000 PSI CONCRETE PAVEMENT WELDED WIRE MESH, FLAT SHEETS W2.9 X W2.9 X 6X6 SET ON CHAIRS4"8"COMPACTED SUBGRADE2"GRANITE PAVING 1" SAND SETTING BED COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) NOTE: 1. GRANITE PAVER SHALL BE XXXX. POLYMERIC SAND FILLED JOINTS 4000 PSI CONCRETE PAVEMENT WELDED WIRE MESH, FLAT SHEETS W2.9 X W2.9 X 6X6 SET ON CHAIRS1"4"8"4" NO. 2 ROUND STONE ADJACENT PLANTING OR PAVING WRAPPED FILTER FABRIC COMPACTED SUBGRADE8"NOTES: 1. REFER TO SHEET L202 FOR GRAVEL MUCH STRIP LOCATIONS AND WIDTHS. 1'-0" WRAP STEEL EDGING - NOT REQUIRED WHEN ADJACENT TO WALLS, BUILDING OR PAVEMENT COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) BUILDING FACE OR WALL FACE 2'-0"4"8"SLOPE BOTTOM OF EXCAVATION AWAY FROM BUILDING, SEE CIVIL PLANS FOR LOCATIONS OF UNDER DRAINS COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) COMPACTED SUBGRADE4"8"1" AASHTO #89 SETTING BED GRANITE SETTS 1"DRAINAGE FABRIC, MIRAFI 500X FILL JOINTS WITH AASHTO #9 WASHED CRUSHED STONE 4" CHOKER COURSE 1 4" PAINTED STEEL EDGE RESTRAINT ADJACENT PAVEMENT OR LAWN 4"COMPACTED SUBGRADE4"4" GRANITE PAVING 1" MORTAR SETTING BED COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) NOTE: 1. GRANITE PAVER SHALL BE XXXX. 3 8" MORTAR JOINTS 5000 PSI CONCRETE PAVEMENT #4 REBAR @ 18" 0.C. BOTH WAYS1"6"1'-0"DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:10pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 PAVING DETAILS L5.01 MDC 1" = 1'-0" HEAVY DUTY CONCRETE2 1" = 1'-0" MEDIUM DUTY CONCRETE1 1" = 1'-0" CONCRETE JOINTS3 1" = 1'-0" CONCRETE FINISH4 1" = 1'-0" MEDIUM DUTY ASPHALT6 1" = 1'-0" HEAVY DUTY ASPHALT7 1" = 1'-0" POROUS ASPHALT WALKWAY8 1" = 1'-0" POROUS ASPHALT PARKING BAY9 1" = 1'-0" PIN TO BUILDING5 1/4" = 1'-0" CURB RAMP - TYPE A13 1/4" = 1'-0" CURB RAMP - TYPE B14 1" = 1'-0" ROADWAY GRANITE CURB12 1" = 1'-0" FLUSH GRANITE CURB16 1" = 1'-0" MOUNTABLE GRANITE CURB17 1" = 1'-0" LANDSCAPE CURB18 1/2" = 1'-0" WHEEL STOP10 1/8" = 1'-0" ADA PARKING11 1" = 1'-0" TRAVERSABLE GRANITE CURB15 1" = 1'-0" GRANITE SETTS19 1" = 1'-0" GRANITE PAVERS ON CONCRETE21 1" = 1'-0" GRAVEL MULCH23 1" = 1'-0" PERMEABLE GRANITE SETTS20 1" = 1'-0" HEAVY DUTY GRANITE PAVING22 10'-0" 5'-0"9'-0"9'-0"3'-0"4'-0"8"1'-0"10"1'-0" ADJACENT CONCRETE WALK 18" LONG X 3/4" DIA. EPOXY COATED SMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" O.C. (3) #4 REBAR #4 REBAR @ 12" O.C. EF/EW COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) #5 REBAR @ 12" O.C. #4 REBAR @ 12" O.C. EF/EW 1 1 4" Ø ID GALV. AND PAINTED HANDRAIL GRANITE TREAD TREAD 8"WELD 8" REBAR PEGS TO NOSING BAR @ 2' O.C. TYPICAL NOSING BAR ELEVATION (3) #4 NOSING BARS, REFER TO DETAIL COMPACTED SUBGRADE 1 1 4" X 3 4" HSS BAR POSTS, GALV. ANDPAINTED 1'-0" 6' MAX. O.C.R6"R6" 1 1 2" DEEP X 1 2" WIDETOOL JOINT WITH SEALANT. 3" MIN. CLEAR DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 2:34pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 SECTIONS L5.02 MDC 1/4" = 1'-0" FIRST YEAR - STAIR B SECTION1 1/2" = 1'-0" CONCRETE STAIRS31/4" = 1'-0" AMPHITHEATER STAIRS2 5'-0"5'-0"3'-6"3'-6"16'-0"16'-0"5'-0"3'-6"7'-0"5'-0"3'-6"5'-0"3'-6"DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:21pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 SECTIONS L5.03 MDC 1/4" = 1'-0" SECTION THROUGH TERRACES1 1/4" = 1'-0" SECTION THROUGH PLANTERS2 SELECT GRANULAR FILL STONE COPE 4" THICK WALLSTONE ADJACENT CONCRETE PAVEMENT HEIGHT VARIES8"8"1'-0"2'-0" COMPACTED SUBGRADE # 4 REBAR 12" O.C. EW/EF (4) # 5 EPOXY COATED SUPPORT BARS #5 EPOXY COATED BARS @ 24" O.C.4"2'-0" NOTES: 1. ALL COPE DIMENSIONS TO BE FIELD VERIFIED.VARIES -SEE ELEVATIONS(4'-0" MIN.)4" PERFORATED UNDER DRAIN CONNECTED TO STORM SEWER 1/2"Ø X 4"L S.S. DOWEL SET IN SEALANT, THROUGH FLASHING FLUSH, HEMMED EDGE S.S. FLASHING SEALANT & BACKER ROD 1/2" MORTAR SETTING BED 1" AIR SPACE ALL-IN-ONE FLASHING WITH MORTAR NET AND WEEPS INCLUDED S.S. SLOT ANCHORS # 4 REBAR 12" O.C. EF 12'-0"5'-0"2'-0"6'-0"CONCRETE RETAINING WALL 2" SILL IN CONCRETE WEIR WALL TO SUPPORT GRATE AND CONCRETE PAVEMENT 3.5" X 3.5" X 3/8" GALV. ANGLE ANCHORED TO CHEEK WALL BELOW S3X5.7 GALV. CROSS BRACING NOTE: 1. BASIS OF DESIGN FOR BAR GRATING PANELS IS "SLIPNOT@ 7-4 BAR GRATING" BY WWW.SLIPNOT.COM 2. WHERE POSSIBLE, GRATING SHALL BE SUPPORTED BY FORMED SILLS IN ADJACENT CONCRETE WALLS. 3. IN OTHER LOCATIONS NOT ADJACENT TO WALLS, PROVIDE SUPPORTS. 4. PROVIDE SHOP DRAWINGS FOR ALL METAL FABRICATION AND ANCHORS LIMESTONE VENEER CHEEK WALL 6'-0"CONCRETE PAVING CONCRETE WALL BELOW S4X7.7 GALV. CROSS BRACING PLANTER (CONTINUES UNDER GRATING) ADJACENT CONCRETE WALL 2" x 1 3 8" x 1 8" S.S. L-SHAPED EDGE TRIM STAINLESS STEEL GRATING PANELS WITH ANTI SLIP TREATMENT S3 x 5.7 GALV. INTERMEDIATE CROSS BRACING SECURE 3" x 3" x 1/4" GALVANIZED STEEL ANGLE TO RETAINING WALL WITH 1 4" x 2 1 4"SIMPSON TITEN HD ANCHOR SCREW @ 12" C-C PROVIDE NEOPRENE SHIMS TO PREVENT RATTLING COPE STONE TO MATCH ROCKED FACE OF COURSES; TOP FINISH TO BE MIX OF NATURAL SPLIT/BED FACE AND SAWN AND THERMALLED FACES. DRY LAID WALL STONE GEOGRID EVERY ~18" IN VERTICAL RISE DRAINAGE STONE FILTER FABRIC AROUND DRAINAGE FILL AND BEHIND WALL FINISHED GRADE OF ADJACENT PAVEMENT OR PLANTING 3" #1B LEVELING COURSE BACKFILL NOTES: 1. BLUESTONE FOR WALLS TO BE SAWED BED, UNIFORM VARIED COURSE HEIGHTS AND RANDOM LENGTHS. 2. DIMENSIONS: 2.1. COURSE HEIGHTS: 2 INCHES TO 8 INCHES IN 2-INCH INCREMENTS 2.2. LENGTHS: 12 INCHES TO 48 INCHES, 24-INCH AVERAGE 2.3. DEPTH: 18 INCHES TO 24 INCHES. 3. PROVIDE BATTERED FACE. 4. STONE IS DRY LAID, PROVIDE URETHANE CONSTRUCTION ADHESIVE TO BOND COURSES AND COPE. 5. ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO ACHIEVE CONSISTENT JOINTING NO GREATER THAN 1/4". 6. GEOGRID TO BE PLACED EVERY 18" IN VERTICAL RISE. 7. DRAINAGE FILL SHALL BE PLACED AS EARTH BACKFILL IS PLACED AND COMPACTED IN ALTERNATE LIFTS. BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 6" AND COMPACTED WITH EQUIPMENT NO HEAVIER THAN A WALK BEHIND VIBRATORY ROLLER. VARIES (SEE PLAN)18" TO 30"2"3"4" PERFORATED UNDER DRAIN CONNECTED TO STORM SEWER1"COMPACTED TYPE 4 SUBBASE #2 STONE BASE COURSE 1" 2'-0" 12"1'-0"1'-0" MIN. PLANTING SOIL MIX 12" COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) COMPACTED SUBGRADE ±2'-0" TYP, EXCEPT AT STONE STEPS SEE PLANS BLUESTONE QUARRY BLOCK PITCH 1:12 TYP1'-6"1'-6"1'-6"SEEDED AND ROLLED LAWN 4" SPECIFIED TURF PLANTING MIX 6" MIN CLEAN FILL OR DEEP RIPPED/ TILLED SUBSOIL AMENDED WITH 5 CY OF COMPOST PER 1000 SF HYDRO-MULCH (NATURAL COLOR) OR STRAWNOTES: 1. LANDSCAPE ARCHITECT SHALL VERIFY WALL MOCKUPS AT QUARRY FOR APPROVAL PRIOR TO INSTALLATION. MOCKUPS SHALL CONSIST OF BLUESTONE QUARRY BLOCKS IN LENGTH AND QUANTITY NECESSARY TO FURNISH SEATING AREAS AT OUTDOOR CLASSROOM. 2. VERTICAL JOINTS ARE TIGHT FITTED 12" MAX WIDTH. SAW STONE AS NECESSARY TO ACHIEVE JOINT TOLERANCES. HAND TOOL EXPOSED EDGES TO PROVIDE SMOOTH TRANSITIONS BETWEEN STONES. WIDTH VARIES SEPARATION FABRIC, WRAP BEHIND WALL AS SHOWN. COMPACT SUBGRADE BELOW STONE WALL AND STEPS TO 95% MODIFIED PROCTOR3", MIN.1'-0"1" LIMESTONE SCREENING LEVELING COURSE 1:48 WASH ADJACENT LAWN OR PLANTING SUBBASE LIMESTONE QUARRY BLOCK COMPACTED SUBGRADE1'-8"6"2'-0" NOTES: 1. LENGTH OF BLOCK SEGMENTS VARIES, REFER TO LAYOUT PLAN FOR DIMENSIONS. 2. STONE FOR SEAT WALLS TO BE BLUESTONE QUARRY BLOCKS. 3. ALL EXPOSED FACES TO BE NATURAL CLEFT. TOP TO BE NATURAL BED FACE. 4. SAW CUT ABUTTING FACES TO ACHIEVE 12" JOINT, TOOL EDGES TO PROVIDE SMOOTH CONTINUOUS SURFACE AT JOINTS. 5. PLACE STONE WITH 1'-5" EXPOSED ON LOW SIDE (STONEDUST SIDE), AND WITH 3" MIN BELOW FINISHED GRADE ALL OTHER SIDES. IN NO CASE SHALL WALL HEIGHT EXCEED 30". PROVIDE FILL AND LAWN SEED AS NECESSARY. COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) LIMESTONE QUARRY BLOCK 1'-8"6"OVERALL LENGTH VARIES, AS SHOWN ON PLANS 3"SAW CUT TO ACHIEVE 12" MAX JOINT (±18"). HAND TOOL EXPOSED EDGES TO ACHIEVE TIGHT FIT AND APPEARANCE. EXPOSED SAWN FACES SHALL NOT BE PERMITTED.3"EMBED 3" BELOW FINISHED GRADE, MIN. 1" LIMESTONE SCREENING LEVELING COURSE 1" LEVELING COURSE FINISHED GRADE NOTES: 1. BOTTOM OF LIMESTONE QUARRY BLOCK TO FOLLOW FINISH GRADE; TOP OF BLOCK TO BE LEVELED.AVERAGE JOINT WIDTH SHALL BE 1/2". HAND TOOL EXPOSED EDGES TO ACHIEVE TIGHT FIT AND APPEARANCE AS SHOWN. FINISH GRADE LIMESTONE QUARRY BLOCK WALL LEVELING COURSE COMPACTED SUBGRADE JOINT WHERE STONES MEET TO BE SAWCUT FLUSH AND JOINT TO BE GROUTEDCL BASIN RIM BEHIND WALL, ELEVATION VARIES SEE GRADING PLANS 1'-8"3"4"ALL-IN-ONE FLASHING WITH MORTAR NET AND WEEPS INCLUDED 4" STONE VENEER S.S. SLOT ANCHORS 3/8" TOOLED MORTAR JOINTS 1" AIR SPACE 1/2"Ø X 4"L S.S. DOWEL SET IN SEALANT, THROUGH FLASHING FLUSH, HEMMED EDGE S.S. FLASHING SEALANT & BACKER ROD 1/2" MORTAR SETTING BED STONE COPE #4 REBAR@ 12" O.C. EW/EF #4 REBAR DOWELS @ 18" O.C. #5 REBAR @ 24" O.C. (5) #5 SUPPORT BARS HEIGHT VARIES8"1'-0"1'-0"8" 8" COMPACTED SUBGRADE # 4 EPOXY COATED REBAR 12" O.C. EW/EF (3) # 5 EPOXY COATED SUPPORT BARS #5 EPOXY COATED BARS @ 24" O.C. 1/2" CHAMFER ALL EXPOSED CORNERS SELECT GRANULAR FILL ADJACENT SURFACE VARIES, REFER TO PLAN 42" HIGH S.S. CABLE GUARD RAIL 4" 38" 1/2" DEEP JOINT SEALANT, CONTINUOUS ALL SIDES 1/4" CLOSED CELL FOAM BACKER ROD 4" WIDE, S.S. THROUGH-WALL FLASHING, ALL COPE HEAD JOINTS 3/4" MORTAR BED JOINT SEALANT TO VERTICAL CONTROL JOINT IN VENEER BLUESTONE QUARRY BLOCK NOTES: 1. ALL EXPOSED FACES AND TOPS SHALL BE SAWN AND THERMALLED. 2. STANDARD UNIT IS 24" HIGH (±20" REVEAL) X 20" DEEP X 6' LONG. 3. REFER TO PLANS FOR CONFIGURATION.1'-11"ADJACENT LAWN OR PLANTING SUBBASE COMPACTED SUBGRADE6"2'-0"3"1" LEVELING COURSE SELECT GRANULAR FILL STONE COPE 4" THICK WALLSTONE ADJACENT CONCRETE PAVEMENT COMPACTED SUBGRADE # 4 REBAR 12" O.C. EW (3) # 5 SUPPORT BARS #5 BARS @ 24" O.C. 4" PERFORATED UNDER DRAIN CONNECTED TO STORM SEWER 1/2"Ø X 4"L S.S. DOWEL SET IN SEALANT, THROUGH FLASHING FLUSH, HEMMED EDGE S.S. FLASHING SEALANT & BACKER ROD 1/2" MORTAR SETTING BED 1" AIR SPACE ALL-IN-ONE FLASHING WITH MORTAR NET AND WEEPS INCLUDED S.S. SLOT ANCHORS 8"VARIES -SEE ELEVATIONS(4'-0" MIN.)5'-0" TYP.4"3'-6"DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:10pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 STAIR & WALL DETAILS L5.04 MDC ############ STONE VENEER WALL1 ############ GRATING PLAN10 ########## BLUESTONE RETAINING WALL3############ LIMESTONE AMPHITHEATER6 ########## LIMESTONE BLOCK WALL9 ########## GRATING DETAIL7############ LIMESTONE BLOCK WEIR8 ############ STONE VENEER CHEEK WALL5 ############ CONCRETE WALL2 ########## COPE HEAD JOINT DETAIL11########## BLUESTONE QUARRY BLOCK12 ############ STONE VENEER TERRACE WALL4 5'-0"9'-0"9'-0"3'-0"4'-0"8"1'-0"10"1'-0" ADJACENT CONCRETE WALK 18" LONG X 3/4" DIA. EPOXY COATED SMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" O.C. (3) #4 REBAR #4 REBAR @ 12" O.C. EF/EW COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) #5 REBAR @ 12" O.C. #4 REBAR @ 12" O.C. EF/EW 1 1 4" Ø ID GALV. AND PAINTED HANDRAIL GRANITE TREAD TREAD 8"WELD 8" REBAR PEGS TO NOSING BAR @ 2' O.C. TYPICAL NOSING BAR ELEVATION (3) #4 NOSING BARS, REFER TO DETAIL COMPACTED SUBGRADE 1 1 4" X 3 4" HSS BAR POSTS, GALV. ANDPAINTED 1'-0" 6' MAX. O.C.R6"R6" 1 12" DEEP X 1 2" WIDETOOL JOINT WITH SEALANT. 3" MIN. CLEAR ADJACENT CONCRETE WALK 18" LONG X 3/4" DIA. EPOXY COATED SMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" O.C. (3) #4 REBAR #4 REBAR @ 12" O.C. EF/EW COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) #5 REBAR @ 12" O.C. #4 REBAR @ 12" O.C. EF/EW 2-1/4" X 3 4" STAINLESS STEEL BAR STOCKHANDRAIL 1'-0"1'-0"1'-0"4'-0"8"8 " 3 " C L E A R GRANITE TREAD WELD 8" REBAR PEGS TO NOSING BAR @ 2' O.C. NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYING FORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 2. REFER TO STAIR SCHEDULE FOR NUMBER OF RISERS AND WIDTHS OF STAIRS. (3) #4 NOSING BARS, REFER TO DETAIL COMPACTED SUBGRADE TREAD 8"TYPICAL NOSING BAR ELEVATION 3" MIN. CLEAR 7"RISERHEIGHT1'-0" TREAD DEPTH 12" TYP.1 4" WASH, TYP. 12" Ø S.S. DOWEL, SET INSEALANT. (2) PER TREAD PIECE. GRANITE TREAD 12" MORTAR SETTING BED CLOSED CELL FOAM BACKER ROD AND SEALANT NOTES: 1. GRANITE SHALL BE IRIDIAN FROM COLD SPRING GRANITE. 2. ALL HEAD JOINTS TO RECEIVE BACKER ROD AND SEALANT. 1'-2"612"112" 12"CONCRETE STAIR BASE 2 1 4" X 3 4" S.S. BAR TOP RAIL, OR 5 4 X 6 IPE LEANING RAIL MOUNTED ON 1 4" S.S. SUPPORTPLATE. 2 1 4" X 3 4" S.S. BAR TOP & INTERMEDIATE RAIL S.S. CABLE AND FITTINGS 2 1 4" X 1" S.S. BAR END POST 3'-51516"6"618"4" O.C. TYP.6'-0" O.C. TYP. CORE AND FILL WITH NON-SHRINK GROUT. DOME GROUT FOR DRAINAGE. 6" DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 3:10pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 STAIR & WALL DETAILS L5.05 MDC 1/2" = 1'-0" CONCRETE STAIRS AT MEWS1 1/2" = 1'-0" GRANITE STAIRS2 1 1/2" = 1'-0" GRANITE TREAD3 3/4" = 1'-0" GUARD RAIL4 3 3 8" DIAMETER STEEL PIPE, ABOVE GRADE PORTION COVERED WITH BLACK 116" PVCCOATING 6" CORE DRILL & GROUT IN CONCRETE CONCRETE FOOTING 3" X 3" X 1 8" STEEL PLATE WELDED TO PIPE1'-4"8"10"2'-812"2'-6" R6" 1178" 7"2'-81316"5'-334" 7'-1012"1'-61316"1'-1078"1'-5516"1'-11 316"1'-312"51116"114"SURFACE MOUNT NON-MARRING GLIDES. LEAVE INSTALLED FOR ALL MOUNTING OPTIONS. NOTES: 1. BASIS OF DESIGN IS LANDSCAPE FORMS MULTIPLICITY BENCH. 2. BENCH IS STRAIGHT, BACKED WITH NO ARMS. 3. PROVIDE SURFACE MOUNT OPTION WITH MANUFACTURER'S ANCHORS. Ø3'-0" 2'-778"1'-3"1316"ADJUSTABLE GLIDES NOTES: 1. BASIS OF DESIGN IS LANDSCAPE FORMS CHIPMAN TABLE & CHAIRS, 36"Ø ROUND. 2. COLOR TO BE SELECTED. 1'-8"2'-9316"1'-7716"1'-938" 1'-478" NOTES: 1. STANILESS STEEL TO BE HAVE 320-GRIT POLISHED FINISH: OIL-GROUND, UNIFORM, FINE, DIRECTIONALLY TEXTURED FINISH. 2. GRIND ALL WELDS SMOOTH AND EVEN. 3. BOLLARD FOUNDATION TO BE INDEPENDENT FROM BUILDING STRUCTURE AND FOUNDATIONS ADJACENT PAVING SCHEDULE 40 STAINLESS STEEL PIPE (6" O.D.) CONCRETE FILLED BOLLARD 5 1/2" DIA. STAINLESS STEEL BOLLARD CAP, FIELD WELD TO PIPE 4'-0"3'-0"1'-0"BACKFILL NOTES: 1. BIKE TOOL STAND TO BE USED IS 'FIXIT' BY DERO OR APPROVED EQUAL. 2. BIKE AIR PUMP TO BE USED IS 'AIR KIT 2' BY DERO OR APPROVED EQUAL. 3. SURFACE MOUNT TO CONCRETE PAVING AS PER MANUFACTURER'S INSTRUCTIONS. CONCRETE PAVING SURFACE MOUNT TO CONCRETE BASE PAD WITH ANTI -THEFT/ TAMPERPROOF STAINLESS STEEL ANCHORS5'-0"10'-0"NOTES: 1. CHAIN LINK FENCE AND GATE SHALL BE VINYL COATED GALVANIZED STEEL. 4" O.D. END AND CORNER POSTS CHAIN LINK MESH 3" O.D. LINE POST TRUSS ROD FINISH GRADE 12" Ø CONCRETE FOOTING 4'-0" MIN.1-3/8" O.D. TOP RAIL GATE ELEVATION 10'-0" O.C. MAX.12'-0" CLEAR 1-3/8" O.D. INTERMEDIATE RAIL 1-3/8" O.D. BOTTOM RAIL TYPICAL PANEL ELEVATION 1X4 CEDAR FENCE BOARDS 6X6 PT FENCE POST COAT SURFACE OF POST W/ TAMKO PLASTIC ROOF CEMENT (LEAVE END GRAIN UNCOVERED)8'-0"6"SECTION NOTES: 1. COAT W (2) COATS SUPERDECK 2600 SERIES CLEAR WOOD FINISH PER MANUFACTURERS RECOMMENDATION 3'-0"1'-4" CONCRETE FOOTING3"1X6 CEDAR FENCE BOARDS 2X2 CEDAR NAILER2'-0"212" SPACING 1" SPACING 5/4X6 CEDAR CAP 2X2 CEDAR CENTER NAILER 8'-0" O.C. DRAINAGE STONE DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 2:34pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 SITE FURNISHINGS L5.06 XX 1/2" = 1'-0" BIKE RACK1 1/2" = 1'-0" BENCH5 1/2" = 1'-0" CAFE TABLE & CHAIR3 1/2" = 1'-0" BOLLARD4 1/2" = 1'-0" BIKE REPAIR STATION21/2" = 1'-0" CHAIN LINK FENCE & GATE6 1/2" = 1'-0" SCREEN FENCE7 KEEP OUT TREE PROTECTION AREA 4'X4'X6'L SYP POSTS (3) 2X6 SYP RAILS MAINTAIN EXISTING GRADE WITH TREE PROTECTION FENCE 5" THICK LAYER OF MULCH 8.5" x 11" SIGN LAMINATED IN PLASTIC, EACH FACE OF FENCE NOTES: 1. OUTSIDE EDGE OF GUARD SHOULD BE PLACED AT DRIPLINE OR AS INDICATED ON DEMOLITION PLAN. GUARDS MAY BE PLACED AROUND SINGLE TREES OR GROUPS OF TREES AS SHOWN ON PLAN. 2. MOVABLE CHAIN LINK FENCE ON STANCHIONS MAY BE SUBSTITUTED FOR IN-GROUND POSTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT PERIMETER OF FENCING REMAINS AT THE DRIPLINE OF TREES.4'-0"2'-0"3' MIN. CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE DEMOLITION PLAN FOR FENCE ALIGNMENT. PLANT SHALL BE SET AT OR SLIGHTLY ABOVE THE ESTABLISHED FINISH GRADE 4" SPECIFIED SHREDDED BARK MULCH UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING MIX GRADE TO FORM SAUCER IN LAWN AREAS ONLY SCARIFY SIDES AND BOTTOM OF TREE PIT TO PREVENT GLAZING OF SUBGRADE. SET TREE DIRECTLY ON SUBGRADE TO PREVENT SETTLING. 3X WIDTH OF ROOT BALL6" MINNOTES: 1. PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED IN NURSERY OR CONTAINER 2. PROVIDE COMPACTED BASE UNDER ROOT BALL ONLY TO PREVENT SETTLING SHREDDED BARK MULCH, EXTENT OF BEDLINE: ·4" (100mm) FOR SHRUBS ·3" (75mm) FOR PERENNIALS AND BULBS UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING MIX SPADED BED EDGE COMPACTED BASE2'-0"MIN.LAWN SEED OR HYDROSEED TURF SOIL MIX SCARIFY SUB-GRADE PRIOR TO BACKFILLING4"UNDISTURBED AND/OR COMPACTED SUBGRADE PLACE EROSION CONTROL BLANKET ON SLOPES GREATER THAN 1V:3H 6" TURF SOIL MIX, ROLL TO COMPACT TO 85% PROCTOR DENSITY 1'-0" MIN. CLEAN FILL OR DEEP RIPPED SUBSOIL AMENDED WITH 9.25 CY OF COMPOST PER 1000 SF1'-0"MIN.UNDISTURBED SUBGRADE6"NOTES: 1. LAWN RESTORATION WORK TO COMPLY WITH REQUIRMENTS PER "NYS DEC - STORMWATER MANAGEMENT DESIGN MANUAL - AUGUST 2010" AS WELL AS "NYS DEC DEEP RIPPING AND COMPACTION - APRIL 2008" 3" COMPOST TILL (DEEP RIP) INTO SUBSOIL3"LAWN SEED OR HYDROMULCH PLACE EROSION CONTROL BLANKET ON SLOPES GREATER THAN 1V:3H 1"-3" Tree KEY PLAN (for reference only) Ø5' TREE RING, REFER TO PLANS FOR LOCATIONS 1 CELL LAYER-2'-2"CONCRETE CURB, SIZED PER PROJECT SPECIFICATIONS, POSITIONED OVER CELL POSTS. ATTACH TO PAVING. PERMEABLE PAVERS - B1/L501 SEPARATION FABRIC, 18" MIN. OVERLAP PAST CELLS (ISOLATE CELLS FROM DRAINAGE STONE) 1" AIR GAP BETWEEN SILVA CELL DECK AND PLANTING SOIL SCREW CELL DECKS TO FRAMES AFTER SNAPPING IN PLACE (TYP.) TIE IN CELLS WITH GEOGRID AROUND EDGES. EXTEND 12" MINIMUM BELOW BACKFILL AT BASE. EXTEND 24" MINIMUM AT TOP OF CELLS. SECURE WITH ZIP-TIES. 3/16" X14"(5MM X 350MM) ZIP TIES (Z), ATTACH GEOGRID TO SILVA CELLS AT EACH LEVEL AND AT CELL DECK ANCHOR EACH SILVA CELL TO GROUND WITH (4) 10" SPIKES,<10MM DIA., SEE CELL BASE FOR SPIKE HOLETREE ROOT BALL, SIZE VARIES SILVA CELL BASE SLOPE TO MAX. 0.5% SEPARATION FABRIC ON SUBGRADE PLANTING SOIL, TAMPED TO MAX. 85% COMPACTION BELOW ROOT BALL PLANTING SOIL PER SILVA CELL SPECIFICATIONS, INSTALLED IN 8"(200MM) LIFTS (2 LIFTS PER CELL) 4" MIN SUBBASE/LEVELLING COURSE BELOW CELLS COMPACTED TO 95% SUBGRADE BELOW GEOTEXTILE AND AGGREGATE BASE COURSE, COMPACTED TO 95% EPOXY RESIN BOUND AGGREGATE 4" RIGID HDPE INSPECTION RISER (PERFORATED) FIT WITH INTERNALLY THREADED CAP TREE 2 CELL LAYER-3'-6"UNDERDRAIN PER CIVIL PLANS ZZ Z Z 12" GALVANIZED EDGE RESTRAINT ROLL SMOOTH 5' DIAMETER PIECE SET LEVEL AND ANCHOR TO CONCRETE CURB BELOW PAVERS 1'-0"FENCE OR STRUCTURE LEAN NURSERY STAKE AGAINST THE WALL. STAKE TO BE REMOVED AFTER THE VINE HAS ATTACHED TO STRUCTURE OR TRELLIS 3" MULCH 12" MINIMUM PLANTING MIX UNDISTURBED COMPACTED SUBGRADE COMPACTED BASE JAKOB, INC. BOCA RATON, FL 1-561-330-6502 info@jakob-usa.com NOTES: 1. WIRE TRELLIS TO BE JAKOB® ROPE SYSTEMS STAINLESS STEEL TRELLIS SYSTEM OR APPROVED EQUAL 2. TRELLIS SYSTEM TO BE LOCATED ON SPECIFIED WALLS (SEE PLANS), WITH MINIMUM OFFSET FROM WALL EDGES 3. CABLE SPACING, OFFSET DISTANCE, AND WALL DIMENSIONS WILL DETERMINE NUMBER OF CABLES. FINISH GRADE 6" MAX SPACING WIDTH O F W A L L HEIGHT OF WALLSYNTHETIC TURF DRAINAGE STONE SEPARATION FABRIC6"UNDISTURBED AND/OR COMPACTED SUBGRADE TURF PANELS SEWN TOGETHER CONTINUOUSLY. STITCHING SHALL BE FOR ENTIRE LENGTH OF SEAM. 1" X 12" PERFORATED FLAT DRAIN WRAPPED WITH GEOTEXTILE FABRIC. REFER TO PLANS FOR SPACING. SCRIM CENTERED ON SEAM DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 27, 2018 - 2:34pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: APRIL 30, 2018 PLANTING DETAILS L5.07 XX 1/4" = 1'-0" TREE PROTECTION FENCE1 1/4" = 1'-0" TREE PLANTING4 1/4" = 1'-0" SHRUB PLANTING5 1" = 1'-0" LAWN RESTORATION2 1" = 1'-0" LAWN ESTABLISHMENT WITH SOIL DECOMPACTION3 1/2" = 1'-0" TREES IN SILVA CELLS6 1/2" = 1'-0" VINE PLANTING7 1" = 1'-0" CABLE TRELLIS8 1" = 1'-0" SYNTHETIC TURF9 15'-2"26'-1012"12'-1"26'-1012"21'-2"26'-1012"12'-1"26'-1012"10'-1"18'-318"11'-178"207'-6"22'-314"17'-634"10'-1"26'-1012"38'-1112"21'-2"26'-1012"12'-1"26'-1012"10'-1"30'-434"16'-10"9'-612"8'-1034"278'-6"10'-014"26'-1012"12'-1"26'-1012"10'-1"13'-1"99'-014"11'-112"26'-1012"12'-1"26'-1012"11'-1"9'-7"23'-878"121'-438"29'-5"22'-514"51'-1014"12'-2"10'-314"6'-1134"22'-514"51'-1014"12'-178"17'-318"22'-514"51'-1014"22'-514"11'-338"26'-1012"12'-1"26'-1012"21'-2"26'-1012"12'-1"26'-1012"10'-1"21'-212"4'-8"222'-618"9'- 8 1 2" 26 ' - 1 0 1 2" 15 ' - 3 1 4 "11 ' - 5 12" 26 ' - 1 0 12" 12 ' - 1 " 26 ' - 1 0 1 2 "21 ' - 2 " 26 ' - 1 0 1 2" 23 ' - 1 0 1 2 "20 1 ' - 0 3 4" 21 ' - 9 " 7'- 8 " 10 ' - 0 " 12 ' - 5 1 4" 51 ' - 1 0 14 "24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 96 ' - 0 " 12 ' - 2 " 10 ' - 3 14" 29 ' - 5 " 51 ' - 1 0 1 4"22'-514"6'-1134"13'-0"10'-1"26'-1012"12'-1"26'-712"21'-8"27'-912"167'-612"LA R G E L O U N G E LA R G E L O U N G E C A F E K I T C H . L O U N G E ST O R A G E LAUNDRYMECH.MWDI N I N G LARGE LOUNGEMW15 1 S F C O L D KI T C H E N OFFICEOFFICERHDAPT.C A F E RHD APT.16 6 S F 31 0 S F 10 4 8 S F 14 2 2 S F 24 7 2 0 S F 13 7 0 S F 519 SF1109 SF2828 SF641 SF291 SF278 SF105 SF116 SF924 SF 27 1 S F 25 8 S F 98 S F FR E E Z . 93 2 S F BU L K C O O K I N G 73 5 S F FR E E Z E R 70 9 S F C A T E R I N G 18 3 5 S F ST O R E 22 8 S F DI S H D R O P 1601 SFM192 SF192 SF98 S F BEDROOMBIKES234 SFKIT.STUDY LOUNGE1243 SF912 SFM.P.460 SFM.P.M.P.315 SF438 SFSTOR.V.T66 SFCL.OFFICE215 SFLIVING ROOM1016 SFPR82 SFK.STORRAV.C A F E SIT T I N G MHALFBATHSTUDYKHALFBATHBEDROOMM.P.STOR.FULL BATHKV.295 SFV.O P E N T O BE L O W VEND.208 SFV E S T I B U L E 37 4 S F 13 9 2 S F STUDYLNG.514SFSTUDYLNG.514SF38 6 S F TE67 SF ELEC.45SFST O R E FULLBATH11 5 SF M O P R M P D R P D R 60 SFC90 SF64 SFMECHL O U N G E KI T C H E N V.E100 SF10 2 S F 97 S F P O T W A S H 10 4 S F C H I L L . C H I L L . 56 S F 13 4 S F 12 8 S F P O T W A S H C H I L L . FR E E Z E R 11 9 S F 13 1 S F C H I L L . 11 4 S F 12 9 S F 97 S F O F F I C E 94 S F D R Y ST O R E C H I L L . BE V . ST O R E P O T W A S H 57 1 SF 45 5 SF 11 2 SF 19 5 8 SF F O O D L A B H Y D R A T I O N ST A T I O N H Y D R A T I O N ST A T I O N SU S H I & S A S H I M I FR E S H J U I C E A N D V E G E T A B L E S A L A D / FR E S H S A N D W I C H E S PI Z Z A & P A S T A P A S T R Y / B A K E R Y G R I L L A S I A N S T A T I O N W / D U M P L I N G S 228 SF44 SF14 5 9 S F CUST.STOR.199SF147SFE34SFLOUNGE1813 SFS O U P & S T E W ET H N I C C U S I N E D E S E R T S 04.30.2018 IKON.5 A2.11 SITE 1 FIRST FLOOR PLAN DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:20pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 FLOOR PLAN 1/16" = 1'-0" LAUNDRY27'-0"20'-4"14'-11"10'-212"20'-0"19'-4"20'-0"10'-212"13'-1112"20'-4"27'-0"203'-312"22'-10"10'-212"20'-0"19'-4"20'-0"19'-4"20'-0"10'-212"12'-6"10'-212"20'-0"19'-4"20'-0"21'-11"20'-4"266'-212"20'-4"6'-8"20'-4"12'-2"10'-212"20'-0"19'-4"20'-0"19'-4"19'-212"12'-2"7'-1112"140'-412"20'-0"19'-4"193'-10"20'-0"10'-212"12'-6"10'-212"20'-0"19'-4"20'-0"21'-11"20'-4"R.A.STUDY STUDY231 SF229 SFELEC.99 SFTVLOUNGE321 SF181 SF1725 SF1630 SF300 SFMULTI-PURPOSEMENMECHANICAL740 SF STORAGE BIKES 1153 SF LARGE LOUNGE STUDY 1105 SF B/C STORAGE 242 SF 867 SFF.I.R.APT.R.H.D.APT.450 SF370 SF154 SF B/C STG. WOMEN MULTI-PURPOSE251 SF 216 SF LIVING1375 SF KITCHEN 213 SF M-P. 169 SF DELIVERY 570 SF STUDY 493 SF 3035 SF EXIT UP 316 SF F.I.R. COURT 316 SF R.H.D. COURTBEDROOMV.V.KITCHENKITCHENLIVING/DININGLIVING/DININGOFF./CONF.WELL-NESS300 SFTRASH221 SFFULLBATHFULLBATHHALFBATH887 892 194 SF 892 TRASH 892 BEDROOMELEC.221 SF244 SF892 513 SFELECTRICALFULLBATHBEDROOM100 SFSTG.100 SFSTG.R.A.T/C64 SFKITCH.138 SF892 892 892 892 892 892892 104 SF OFF. 107 SF OFF.V.T/C.95 SFB/C STG.118 SF 115 SF116 SF75 SF 892181 SFCST.RASTG.426 SFCST.VENDINGTRIPLE 246 SF 892 T. 04.30.2018 IKON.5 A2.21A SITE 2 FIRST FLOOR PLAN BUILDING 1 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:25pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 FLOOR PLAN 1/16" = 1'-0" 20'-4"27'-0"12'-2"10'-212"20'-0"19'-4"20'-0"19'-4"20'-0"10'-212"131'-3"12'-2"10'-212"20'-0"19'-4"20'-0"19'-4"20'-0"10'-212"13'-1112"20'-4"27'-0"20'-4"27'-0"19'-4"20'-0"19'-4"20'-0"22'-812"10'-212"20'-0"19'-4"20'-0"170'-11"TRASH132 SF 1525 SFLOUNGE1360 SFLOUNGEMULTI-PURPOSESTUDY VENDING 100 SFLAUNDRY575 SFSTORAGEUP 217 SFSLOPE 1:20 KITCHEN684 SFLARGE LOUNGE 1380 SF2240 SF LARGE LOUNGE 721 SFSLOPE 1:20 UP 580 SF MULTI-PURPOSE427 SF305 SF B/C STORAGE 201 SF MEN WOMEN245 SF 220 SF STG.934 SFR.H.D.APT.F.I.R.APT.1660 SF390 SF316 SF ELEC.70 SFOPEN TO BELOW F.I.R. COURT 316 SF R.H.D. COURT LOUNGEEXIT BEDROOMBEDROOMBEDROOMFULLBATHFULLBATHFULLBATHKITCHENKITCHENV.V.LIVING/DININGLIVING/DININGV.STG.100 SF215 SF MULTI- PURPOSE 300 SFWELL-NESSHALFBATH888 CST.OFF.OFF. 180 SF 162 SF BEDROOM888 888 890890892 892 887 892 892100 SFELEC.96 SF 91 SF OFF./ CONF. 204 SF 91 SF V.V.WOMEN MEN 100 SF CST. STG. 100 SF RA STG.892 T/C. 96 SF 888 892 T. T.72 SFT/C04.30.2018 IKON.5 A2.21B SITE 2 FIRST FLOOR PLAN BUILDING 2 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:25pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 FLOOR PLAN 1/16" = 1'-0" 12'-2"10'-8"11'-212"20'-0"19'-4"20'-0"19'-4"20'-0"10'-212"12'-6"10'-212"20'-0"19'-4"20'-0"19'-4"20'-0"22'-1112"20'-4"307'-7"27'-0"20'-4"21'-0"21'-1012"20'-0"19'-4"20'-0"19'-4"20'-0"10'-212"12'-6"10'-212"20'-0"19'-4"20'-0"19'-4"20'-0"22'-1112"12'-2"355'-7"20'-4"27'-0"20'-4"181 SFSTUDY235 SFSTUDY235 SFR.A.181 SFR.A.1035 SF275 SFTVLOUNGERHD.APT.FIR.APT.FIR. COURT 480 SF 1600 SFELEC.75 SF336 SF LOBBY FULLBATHKITCHENLIVING/DININGHALFBATHKITCHENBEDROOMLIVING/DINING540 SFSTORAGE 115 SF KITCHENLARGE LOUNGE3450 SFFULL BATH 1:20 SLOPE1:20 SLOPEBEDROOMFULLBATHRA ST.115 SFS.S.181 SFV.95 SFOFF.BEDROOMBEDROOMRHD COURT262 SF892 894 894 LAUNDRY MENS WOMENS 240 SF 255 SF CST. 45 SF STUDY MULTI-PURPOSE375 SF 230 SF 890 OFF./CONF.OFF.150 SFTRASH185 SF 95 SFT/C894 890 892 890 FIR STG.RHD STG. 113 SF75 SF113 SF VENDING 310 SF 316 SF 470 SF381 SF WELLNESS RM MULTI- PURPOSE 894 894 894STG.75 SFT. KITCH. 104 SF 53 SFELEC. CST. 98 SF 04.30.2018 IKON.5 A2.21C SITE 2 FIRST FLOOR PLAN BUILDING 3 DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:25pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 FLOOR PLAN 1/16" = 1'-0" 16'-0"10'-4"10'-4"10'-4"14'-0"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL T.O. LOWER LEVEL +0'-0" ELEV: 853'-0" -14'-0" ELEV: +839'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.16'-0"10'-4"10'-4"10'-4"14'-0"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL T.O. LOWER LEVEL +0'-0" ELEV: 853'-0" -14'-0" ELEV: +839'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.16'-0"10'-4"10'-4"10'-4"14'-0"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL T.O. LOWER LEVEL +0'-0" ELEV: 853'-0" -14'-0" ELEV: +839'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL. COL.COL. COL.COL.COL.COL.COL.COL.COL. COL.COL. COL. COL.COL.16'-0"10'-4"10'-4"10'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 853'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.16'-0"10'-4"10'-4"10'-4"14'-0"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL T.O. LOWER LEVEL +0'-0" ELEV: 853'-0" -14'-0" ELEV: +839'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL. COL.COL.COL.COL.COL.COL. COL.COL. COL.COL.16'-0"10'-4"10'-4"10'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 853'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" A 4 . 1 1 A 2 A 4 . 1 1 A 1 A 4 . 1 1 B 1 A 4 . 1 1 C 2 A 4 . 1 1 B 2 A 4 . 1 1 C 1 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) 7 78 8 8111 768121212 10 10 10 10 10 10 8 7 112 68 999 712 4 5 7 277 7 8 12121216877 1 68 972 2 6817 79 7124 5 9799 9 9 9 7 8 817 1168126128 7 97 2 9 9 7 23 87 612 86128 11177 9727 2 72 13 04.30.2018 IKON.5 A4.11A SITE 1 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:20pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" GROUND FLOOR + 0'-0" SECOND FLOOR + 13'-4" THIRD FLOOR + 23'-8" FOURTH FLOOR + 34'-0" FIFTH FLOOR + 44'-4" COMMONS FITNESS BEDROOM CORR.BATH- ROOM CORR.CORR.BATH- ROOM BEDROOM BEDROOM CORR.BATH- ROOM CORR.CORR.BATH- ROOM BEDROOM T.O. BASEMENT SLAB -14'-0" LOUNGE COMMONS T.O. GREEN ROOF + 28'-0" BEDROOM CORR.BATH- ROOM CORR.CORR.BATH- ROOM BEDROOM BEDROOM CORR.BATH- ROOM CORR.CORR.BATH- ROOM BEDROOM GROUND FLOOR + 0'-0" SECOND FLOOR + 13'-4" THIRD FLOOR + 23'-8" FOURTH FLOOR + 34'-0" ROOF + 44'-4" DINING STORE T.O.ROOF + 37'-0" T.O. BASEMENT SLAB -14'-0" EQ. STORAGE MECHANICALCORR. BEDROOMCORR.BATH- ROOM CORR.CORR.BATH- ROOM BEDROOM BEDROOMCORR.BATH- ROOM CORR.CORR.BATH- ROOM BEDROOM WESTERN HOT COUNTER WASHWASTECORR. KITCHEN DINING GROUND FLOOR + 0'-0" SECOND FLOOR + 13'-4" THIRD FLOOR + 23'-8" FOURTH FLOOR + 34'-0" ROOF + 44'-4" T.O. BASEMENT SLAB -14'-0" LOADING 1 1 221 1 04.30.2018 IKON.5 A4.11AA SITE 1 BUILDING SECTIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:24pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING SECTION 1/8" = 1'-0" 2 BUILDING SECTION 1/8" = 1'-0" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.16'-0"10'-4"10'-4"10'-4"14'-0"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL T.O. LOWER LEVEL +0'-0" ELEV: 853'-0" -14'-0" ELEV: +839'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.16'-0"10'-4"10'-4"10'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 853'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.16'-0"10'-4"10'-4"10'-4"14'-0"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL T.O. LOWER LEVEL +0'-0" ELEV: 853'-0" -14'-0" ELEV: +839'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL. COL.COL.COL.COL.COL.COL. COL.COL. COL.COL.16'-0"10'-4"10'-4"10'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 853'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" A 4 . 1 1 B 1 A 4 . 1 1 C 2 A 4 . 1 1 B 2 A 4 . 1 1 C 1 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) 7 8 12121216877168 972 2 6817 79 7124 5 9799 9 9 9 7 8 817 1168126128 7 97 2 9 9 7 23 87 612 86128 11177 9727 2 72 04.30.2018 IKON.5 A4.11B SITE 1 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" GROUND FLOOR + 0'-0" SECOND FLOOR + 13'-4" THIRD FLOOR + 23'-8" FOURTH FLOOR + 34'-0" FIFTH FLOOR + 44'-4" COMMONS FITNESS BEDROOM CORR.BATH- ROOM CORR.CORR.BATH- ROOM BEDROOM BEDROOM CORR.BATH- ROOM CORR.CORR.BATH- ROOM BEDROOM T.O. BASEMENT SLAB -14'-0" LOUNGE COMMONS 1 1 04.30.2018 IKON.5 A4.11BB SITE 1 BUILDING SECTIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:24pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING SECTION 1/8" = 1'-0" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.16'-0"10'-4"10'-4"10'-4"14'-0"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL T.O. LOWER LEVEL +0'-0" ELEV: 853'-0" -14'-0" ELEV: +839'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.16'-0"10'-4"10'-4"10'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 853'-0" +16'-0" ELEV: 869'-0" +26'-4" ELEV: 879'-4" +36'-8" ELEV: 889'-8" +47'-0" ELEV: 900'-0"1'-6"T.O. COPING +48'-6" ELEV: 901'-6" A 4 . 1 1 C 2 A 4 . 1 1 C 1 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) 817 1168126128 7 97 2 9 9 7 23 87 612 86128 11177 97272 72 04.30.2018 IKON.5 A4.11C SITE 1 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" 10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +12'-4" ELEV: 865'-4" +22'-8" ELEV: 875'-8" +33'-0" ELEV: 886'-0" +43'-4" ELEV: 896'-4"1'-4"T.O. COPING +55'-0" ELEV: 908'-0"12'-4"10'-4"T.O. ROOF DECK +53'-8" ELEV: 906'-8" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. A4.12B 2 A4.12B 1 A4.12A 1 A4.12C 1 COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL.10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +12'-4" ELEV: 865'-4" +22'-8" ELEV: 875'-8" +33'-0" ELEV: 886'-0" +43'-4" ELEV: 896'-4"1'-4"T.O. COPING +55'-0" ELEV: 908'-0"12'-4"10'-4"T.O. ROOF DECK +53'-8" ELEV: 906'-8" COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL.10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +12'-4" ELEV: 865'-4" +22'-8" ELEV: 875'-8" +33'-0" ELEV: 886'-0" +43'-4" ELEV: 896'-4"1'-4"T.O. COPING +55'-0" ELEV: 908'-0"12'-4"10'-4"T.O. ROOF DECK +53'-8" ELEV: 906'-8" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL.COL. COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL. COL.COL.COL.COL.COL.COL.COL. OBLIQUE A4.12A 3 A4.12A 4 A4.12A 2 A4.12D 1 A4.12D 2 10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +12'-4" ELEV: 865'-4" +22'-8" ELEV: 875'-8" +33'-0" ELEV: 886'-0" +43'-4" ELEV: 896'-4"1'-4"T.O. COPING +55'-0" ELEV: 908'-0"12'-4"10'-4"T.O. ROOF DECK +53'-8" ELEV: 906'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8" DWG. 1B DWG. 1A DWG. 1B DWG. 1A COL.10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8" A4.12D 3 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) 7 8 112 7 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) 6812 291 12 7 812771 9 9 7 21 1 1 7121 12 1 7 8 7 86812 68127811 1 6 812 6 812 6 8127878 7 8 7 812 121268 6868 111 1 1 1 77 7 29 1 7 87 7 272 9 9 7 1 6 812 6 812 6812787 8 7 811 1 7 2 1 2 277 7 6 812 7 8111 2 7 6 8127 6 8 12 68127 8 7 8 7 81111 2 7 2 7 10 1 27 68126812 68127 87 81 1 1 17 8 2 7 2 7911 9 2711 04.30.2018 IKON.5 A4.12A SITE 1 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0"3 BUILDING ELEVATION 1/8" = 1'-0"4 BUILDING ELEVATION 1/8" = 1'-0" A4.12B 2 A4.12B 1 COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +12'-4" ELEV: 865'-4" +22'-8" ELEV: 875'-8" +33'-0" ELEV: 886'-0" +43'-4" ELEV: 896'-4"1'-4"T.O. COPING +55'-0" ELEV: 908'-0"12'-4"10'-4"T.O. ROOF DECK +53'-8" ELEV: 906'-8" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8" EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) 6 812 6 812 6 8127878 7 8 7 812 121268 6868 111 1 1 1 77 7 29 7 87 7 272 9 9 7 1 04.30.2018 IKON.5 A4.12B SITE 1 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" A4.12C 1 COL.COL.COL.COL. COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL. COL.COL.COL.COL.COL.COL.COL. OBLIQUE A4.12D 1 A4.12D 2 10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +0'-0" ELEV: 853'-0" +12'-4" ELEV: 865'-4" +22'-8" ELEV: 875'-8" +33'-0" ELEV: 886'-0" +43'-4" ELEV: 896'-4"1'-4"T.O. COPING +55'-0" ELEV: 908'-0"12'-4"10'-4"T.O. ROOF DECK +53'-8" ELEV: 906'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8" DWG. 1B DWG. 1A DWG. 1B DWG. 1A COL.10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8" A4.12D 3 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) 1 6 812 6 812 681278787811 1 7 2 1 2 277 7 6 812 7 8111 2 7 6 8127 6 8 12 68127 8 7 8 7 81111 2 7 2 7 10 1 27 68126812 68127 87 81 1 1 17 8 2 7 2 7911 9 2711 04.30.2018 IKON.5 A4.12C SITE 1 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1A BUILDING ELEVATION 1/8" = 1'-0" 1B BUILDING ELEVATION 1/8" = 1'-0" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL. OBLIQUE A4.12D 1 A4.12D 2 10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8"10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8" COL.10'-4"10'-4"10'-4"T.O. FIFTH FLOOR T.O. FOURTH FLOOR T.O. THIRD FLOOR T.O. GROUND FLOOR T.O. SECOND FLOOR +13'-4" ELEV: 866'-4" +23'-8" ELEV: 876'-8" +35'-0" ELEV: 887'-0" +44'-4" ELEV: 897'-4"1'-6"T.O. COPING +56'-2" ELEV: 909'-2"13'-4"10'-4"T.O. ROOF DECK +54'-8" ELEV: 907'-8" A4.12D 3 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPINGINSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) 6 8 12 681278 7 8 7 81111 2 7 2 7 10 1 27 68126812 6812787811 1 178 2 7 2 7911 9 2711 04.30.2018 IKON.5 A4.12D SITE 1 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0"3 BUILDING ELEVATION 1/8" = 1'-0" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" A4.21 A 1 COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. A4.21 A 2 A4.21 A 3 13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6"13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" COL.COL.COL.COL.COL.COL. A4.21 A 5 COL.13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6"13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" A4.21 A 4 COL.COL. A4.21 B 4 13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" COL.COL. COL.COL.COL.COL.COL.COL. COL.COL. COL.COL.COL.COL.COL.COL. COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" COL.COL. COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.21 B 1 A4.21 B 2 A4.21 B 3 COL.COL.COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. OBLIQUE 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.21 C 1 COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.21 C 2 A4.21 C 3 A4.21 C 4 COL.COL.COL.COL.COL.COL. COL.COL. COL.COL.COL.COL.COL.13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" COL.COL.COL.COL. COL.COL.COL.COL. COL.COL.COL.COL.13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 7 816812 1 7 9 6 1 7 2 1 71212 16812 6 7 8 7 8681216 7 29 7 8 7 868781211661111 7 8 112781126 8 6 61 7 7 81128786 7 297272 10 10 7 1 12 7 86 8 61 11212 68 177 7 29 17 8 11121277 7 8 12 7 8 12 7 81216 81 176 9 7 8 16 8 6 16 66 87 8 9 7 27 2101010 16 81 12 12 12 7 8716867 10 9 11 04.30.2018 IKON.5 A4.21A SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:27pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" 3 BUILDING ELEVATION 1/8" = 1'-0"4 BUILDING ELEVATION 1/8" = 1'-0"5 BUILDING ELEVATION 1/8" = 1'-0" COL.COL. A4.21 B 4 13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.21 B 1 A4.21 B 2 A4.21 B 3 COL.COL.COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. OBLIQUE 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.21 C 1 COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.21 C 2 A4.21 C 3 A4.21 C 4 COL.COL.COL.COL.COL.COL. COL.COL. COL.COL.COL.COL.COL.13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" COL.COL.COL.COL. COL.COL.COL.COL. COL.COL.COL.COL.13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 7 8 11278112686 61 7 7 81128786 7 297272 10 10 7 1 12 7 868 61 11212 68 177 7 29 178 11121277 7 8 12 7 8 12 7 81216 81 176 9 7 8 16 8 6 16 66 87 8 9 7 27 2101010 16 81 12 12 12 7 8716867 10 9 11 04.30.2018 IKON.5 A4.21B SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:28pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0"3 BUILDING ELEVATION 1/8" = 1'-0" 4 BUILDING ELEVATION 1/8" = 1'-0" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. OBLIQUE 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.21 C 1 COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.21 C 2 A4.21 C 3 A4.21 C 4 COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.13'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0"1'-6"T.O. COPING +35'-6" ELEV: 927'-6" EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 7 8 12 7 8 12 7 8121681176 9 7 8 168 6 16 66878 9 7 272101010 1681 12 12 12 7 8716867 10 9 11 04.30.2018 IKON.5 A4.21C SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:28pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" 3 BUILDING ELEVATION 1/8" = 1'-0" 4 BUILDING ELEVATION 1/8" = 1'-0" 10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B OBLIQUE COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B OBLIQUE T.O. FIFTH FL +48'-4" ELEV: 936'-4"10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.22 B 2 A4.22 B 3 A4.22 A 1 A4.22 B 1 COL.COL. COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4"17'-0"T.O. LOWER LEVEL -17'-0" ELEV: 871'-0" COL.COL.COL.COL. COL.COL.COL.COL.COL.COL. COL.COL. A4.22 D 1 10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4"17'-0"T.O. LOWER LEVEL -17'-0" ELEV: 871'-0" COL.COL.COL.COL.COL. COL.COL. COL.COL.COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4" A4.22 C 1 COL.COL. COL.COL.COL.COL.COL.COL. COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.22 C 2 COL.COL.COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.22 C 3 COL.COL.COL.COL. COL.COL.COL.COL.COL.COL. COL.COL. OBLIQUE 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" COL.COL. A4.22 D 3 A4.22 D 2 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"4'-0"10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4"17'-0"T.O. LOWER LEVEL -17'-0" ELEV: 871'-0" COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"15'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +15'-4" ELEV: 905'-4" +25'-8" ELEV: 915'-8" +36'-0" ELEV: 926'-0" +56'-8" ELEV: 946'-8"1'-6"T.O. COPING +58'-2" ELEV: 948'-2" T.O. FIFTH FL +46'-4" ELEV: 936'-4" COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"15'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +15'-4" ELEV: 905'-4" +25'-8" ELEV: 915'-8" +36'-0" ELEV: 926'-0" +56'-8" ELEV: 946'-8"1'-6"T.O. COPING +58'-2" ELEV: 948'-2" T.O. FIFTH FL +46'-4" ELEV: 936'-4" A4.22 D 5 A4.22 D 4 A4.22D 4 A4.22D 5 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 1 6 8127686812 1 1 6 7 7 2 7 29 772 7 2 7 8 7 8 7 868112661 16812 7 2 7 2 7 7 81121126 8 6 61 9 9 97 2 1 9 71 2 7 8 6 8612 7 87817116 8 12 12 12 97 2721 7 2 7 8112 7 8 112 1 16 86 6 68 9 71071 7 8 7 8 16 8 6681126 6 8 126 1 1 7 2 7 27 9 797 22 1 1 6 812 112 7771 6 66 8 9 72 72 10 10 1 7 8 04.30.2018 IKON.5 A4.22A SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:29pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1A BUILDING ELEVATION 1/8" = 1'-0" 1B BUILDING ELEVATION 1/8" = 1'-0" A4.22 B 2 A4.22 B 3 A4.22 B 1 COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4"17'-0"T.O. LOWER LEVEL -17'-0" ELEV: 871'-0" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. A4.22 D 1 10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4"17'-0"T.O. LOWER LEVEL -17'-0" ELEV: 871'-0" COL.COL.COL.COL.COL. COL.COL. COL.COL.COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4" A4.22 C 1 COL.COL. COL.COL.COL.COL.COL.COL. COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.22 C 2 COL.COL.COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.22 C 3 COL.COL.COL.COL. COL.COL.COL.COL.COL.COL. COL.COL. OBLIQUE 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" COL.COL. A4.22 D 3 A4.22 D 2 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"4'-0"10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4"17'-0"T.O. LOWER LEVEL -17'-0" ELEV: 871'-0" COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"15'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +15'-4" ELEV: 905'-4" +25'-8" ELEV: 915'-8" +36'-0" ELEV: 926'-0" +56'-8" ELEV: 946'-8"1'-6"T.O. COPING +58'-2" ELEV: 948'-2" T.O. FIFTH FL +46'-4" ELEV: 936'-4" COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"15'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +15'-4" ELEV: 905'-4" +25'-8" ELEV: 915'-8" +36'-0" ELEV: 926'-0" +56'-8" ELEV: 946'-8"1'-6"T.O. COPING +58'-2" ELEV: 948'-2" T.O. FIFTH FL +46'-4" ELEV: 936'-4" A4.22 D 5 A4.22 D 4 A4.22D 4 A4.22D 5 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 7 29 7 811211268661 9 9 972 1 9 71 2 7 8 6 8612 7 878171168121212 97 2721 7 2 7 8112 7 8 112 1 16 86 6 68 9 71071 7 8 7 8 16 8 6681126 6 8 126 1 1 7 2 7 27 9 797 22 1 1 6 812 112 7771 6 66 8 9 72 72 10 10 1 7 8 04.30.2018 IKON.5 A4.22B SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:29pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0"3 BUILDING ELEVATION 1/8" = 1'-0" A4.22 D 1 COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"10'-4"10'-4"10'-4"10'-4"17'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 888'-0" +17'-4" ELEV: 905'-4" +27'-8" ELEV: 915'-8" +38'-0" ELEV: 926'-0" +58'-8" ELEV: 946'-8"1'-6"T.O. COPING +60'-2" ELEV: 948'-2" T.O. FIFTH FL +48'-4" ELEV: 936'-4" A4.22 C 1 COL.COL.COL.COL.COL.COL.COL.COL.COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.22 C 2 COL.COL.COL.10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" A4.22 C 3 COL.COL.COL.COL. COL.COL.COL.COL.COL.COL. COL.COL. OBLIQUE 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" COL.COL. A4.22 D 3 A4.22 D 2 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"4'-0"COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"15'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +15'-4" ELEV: 905'-4" +25'-8" ELEV: 915'-8" +36'-0" ELEV: 926'-0" +56'-8" ELEV: 946'-8"1'-6"T.O. COPING +58'-2" ELEV: 948'-2" T.O. FIFTH FL +46'-4" ELEV: 936'-4" COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"15'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +15'-4" ELEV: 905'-4" +25'-8" ELEV: 915'-8" +36'-0" ELEV: 926'-0" +56'-8" ELEV: 946'-8"1'-6"T.O. COPING +58'-2" ELEV: 948'-2" T.O. FIFTH FL +46'-4" ELEV: 936'-4" A4.22 D 5 A4.22 D 4 A4.22D 4 A4.22D 5 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 7 8112 7 8 112 1 16866 68 9 71071 7 8 7 8 1686681126 6 8 126 1 1 7 2 7 27 9 797 22 1 1 6 812 112 7771 6 66 8 9 72 72 10 10 1 7 8 04.30.2018 IKON.5 A4.22C SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:30pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0"3 BUILDING ELEVATION 1/8" = 1'-0" A4.22 D 1 COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. OBLIQUE 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4" COL.COL. A4.22 D 3 A4.22 D 2 10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"10'-4"10'-4"10'-4"10'-4"13'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 892'-0" +13'-4" ELEV: 905'-4" +23'-8" ELEV: 915'-8" +34'-0" ELEV: 926'-0" +54'-8" ELEV: 946'-8"1'-6"T.O. COPING +56'-2" ELEV: 948'-2" T.O. FIFTH FL +44'-4" ELEV: 936'-4"4'-0"COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"15'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +15'-4" ELEV: 905'-4" +25'-8" ELEV: 915'-8" +36'-0" ELEV: 926'-0" +56'-8" ELEV: 946'-8"1'-6"T.O. COPING +58'-2" ELEV: 948'-2" T.O. FIFTH FL +46'-4" ELEV: 936'-4" COL.COL.COL. OBLIQUE10'-4"10'-4"10'-4"10'-4"15'-4"T.O. ROOF DECK T.O. FOURTH FL T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +15'-4" ELEV: 905'-4" +25'-8" ELEV: 915'-8" +36'-0" ELEV: 926'-0" +56'-8" ELEV: 946'-8"1'-6"T.O. COPING +58'-2" ELEV: 948'-2" T.O. FIFTH FL +46'-4" ELEV: 936'-4" A4.22 D 5 A4.22 D 4 EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 7 8 9 797 22 1 1 6 812 1127771 6 668 9 72 72 10 10 1 7 8 04.30.2018 IKON.5 A4.22D SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:30pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1 BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0"3 BUILDING ELEVATION 1/8" = 1'-0" 4 BUILDING ELEVATION 1/8" = 1'-0"5 BUILDING ELEVATION 1/8" = 1'-0" 12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6" A4.23A 1 COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B 12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL. DWG. 1A DWG. 1B COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B A4.23B 1 12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"16'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +16'-4" ELEV: 906'-4" +26'-8" ELEV: 916'-8" +37'-0" ELEV: 927'-0"1'-6"T.O. COPING +38'-6" ELEV: 928'-6" COL.COL.COL. A4.23A 2 16'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +16'-4" ELEV: 906'-4" +26'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +38'-6" ELEV: 928'-6" COL.COL.COL.12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6" A4.23B 2 A4.23B 3 COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL. COL.COL. COL. DWG. 1A DWG. 1B A4.23C 1 COL. COL.COL. COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B COL. A4.23C 2 12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6" EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 11278 7 2921 9 6 87812 12 61 6 86 6 6 8 11 7 8 7 8686711212168 6 81 1 121 791 7121 1286 81 6 686 6 61 1 7 81286 7 2 7 21 7 87 87 8 7 8 7 87 8 86 8 6 166861212121211111 7 2991 10 10 8612 1 6 86 86 12 11 7 2 7 221 71 128 7 1128 71 128 866 68 6 1 1 786 79 8616 8 6 86 1 12 1 04.30.2018 IKON.5 A4.23A SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:30pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1A BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" 1B BUILDING ELEVATION 1/8" = 1'-0" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B A4.23B 1 12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"16'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 890'-0" +16'-4" ELEV: 906'-4" +26'-8" ELEV: 916'-8" +37'-0" ELEV: 927'-0"1'-6"T.O. COPING +38'-6" ELEV: 928'-6" COL.COL.COL.12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6" A4.23B 2 A4.23B 3 COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. COL.COL.COL.COL.COL.COL.COL.COL. COL.COL. COL. DWG. 1A DWG. 1B A4.23C 1 COL. COL.COL. COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B COL. A4.23C 2 12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6" EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 7121 1286816686 6 61 1 7 81286 7 2 7 21 7 87878 7 8 7 878 86 8 6 166861212121211111 7 2991 10 10 8612 1 6 86 86 12 11 7 2 7 221 71 128 7 1128 71 128 866 68 6 1 1 786 79 8616 8 6 86 1 12 1 04.30.2018 IKON.5 A4.23B SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:31pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1A BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" 3 BUILDING ELEVATION 1/8" = 1'-0" 1B BUILDING ELEVATION 1/8" = 1'-0" COL.COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B A4.23C 1 COL.COL.COL.COL.COL.COL.COL.COL.COL.COL. DWG. 1A DWG. 1B COL. A4.23C 2 12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6"12'-4"10'-4"10'-4"T.O. ROOF DECK T.O. THIRD FL T.O. GROUND FL T.O. SECOND FL +0'-0" ELEV: 894'-0" +12'-4" ELEV: 906'-4" +22'-8" ELEV: 916'-8" +33'-0" ELEV: 927'-0"1'-6"T.O. COPING +34'-6" ELEV: 928'-6" EXTERIOR MATERIAL LEGEND 1 3 4 6 7 8 9 INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL w/INTEGRAL TERRACOTA FACE EXTRUDED PAINTED ALUMINUM TRIM HOLLOW METAL DOOR AND FRAME W/HIGH PERFORMANCE COATING 2 (4) SIDED STRUCTURALLY GLAZED OPERABLE WINDOW SYSTEM 12 11 105 ALUMINUM ENTRANCE DOORS ZINC COPING STAINLESS STEEL OVERHEAD COILING DOOR (FINISH TBD) INSULATED ARCHITECTURAL PRECAST CONCRETE COLUMN COVER w/INTEGRAL TERRACOTA FACE INSULATED ARCHITECTURAL PRECAST CONCRETE PANEL - SAND BLASTED FINISH (4) SIDED UNITIZED STRUCTURALLY GLAZED CURTAINWALL SYSTEM STAINLESS STEEL COLUMN COVER PANEL - ARCHITECTURAL FINISH TBD CEMENT PLASTER STUCCO w/ INTEGRAL COLOR TOP COAT 13 ZINC CLADDED COMPOSITE PANEL SYSTEM 71 128 7 1128 71 128 866 68611 786 79 861686 86 1 12 1 04.30.2018 IKON.5 A4.23C SITE 2 BUILDING ELEVATIONS DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: 864 Mapleton Road Princeton, NJ 08540 609.919.0099 fax 609.919.0088 a r c h i t e c t s ikon.5 Architecture Planning Research Strategy www.ikon5architects.com Professional License Number VERSIONS No.Date Description Apr 30, 2018 - 5:31pm PROJECT NO.: P105.00 UNDERGRADUATE STUDENT HOUSING CORNELL UNIVERSITY ITHACA, NY LANDSCAPE ARCHITECT: FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: CIVIL ENGINEER: ARCHITECT: T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 1A BUILDING ELEVATION 1/8" = 1'-0" 2 BUILDING ELEVATION 1/8" = 1'-0" 1B BUILDING ELEVATION 1/8" = 1'-0"