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20220765 504 Broadway Sketch Plan Presentation
Algonquin Properties Redevelopment 9/15/22 2 1.22 Acres 3 .732 Acres .482 Acres 4 5 6 7 8 9 11 12 14 17 18 Massing Image looking Southwest 22 23 Massing Image looking East CATVBOX253.00'S63°19'15"E214.18'S42°45'00"W14.94'S26°30'00"W238.64'N63°19'15"W GATEMETAL FENCE CONC. APRON 296.7300.3301.4300.7CONC. APRON CONCRETE SIDEWALKPOLE LIGHTPOLE LIGHTSTREET LIGHTSTREET LIGHTSTREET LIGHTSTREET LIGHTSTREET LIGHTSTREET LIGHTTRAFFIC POLECONCRETE CURBTRAFFICBOXSIGN10" TREEN26°30'00"E12" NORWAY MAPLE7" NORWAY MAPLE20" NORWAYMAPLESIGNCBELECELEC14" ELMCONCRETE SIDEWALK306.5305.8305.9306.7ST ST 305.11306.911" NORWAY MAPLE9" NORWAY MAPLE306.7306.7306.7306.8306.8CONCRETE CURBCBST296.50307.2306.7305.8306.2CONCRETEPLANTER307.15305.0304.8210.O0' CONCRETE CURB CONCRETE WALK 303.5302.9300.3300.1298.8301.2298.0CONCRETE WALKSTREET LIGHTCROSSWALKCROSSWALK BROADWAYTRNSFRMRCONDENSERS307.1ONE STORY BRICK ADDITIONWALKONE STORYBRICKADDITIONDECKBULKHEADFOUR STORY BRICK BUILDING"THE ALGONQUIN BUILDING"305.0UP UPUPUPUP CONCRETERAMP DNDECKDECKDNCONDENSERSGENCONCRETERAMP DNCONCRETEMACADAM EDGE OF MACADAMDEED LINE AND TAX MAP PARCEL LINE MACADAM PARKING LOTTAX MAP PARCEL NO.165.52-4-39TAX MAP PARCEL NO.165.52-4-1MACADAM PARKING LOTEDGE OF MACADAM PAVINGSTREET LIGHT296.7297.8METAL GUIDE RAILCONCRETE WALKUP DN STONE RETAINING WALLST296.22STSTSTSTSTSTSTSTSTSTCBCB295.87CBSTSTST288.00STONE RETAINING WALL295.3289.6290.6291.148" ELMTRANSFORMERHIGHVOLTAGECONCRETE SIDEWALK288.9289.8CONCRETE CURBWWWWWWWWWWW8"ØWWWWWWWWW290.4291.0ST ST SSSSSSSSSSSSSS290.31291.5WWWWW292.1292.9STREET LIGHTCONCRETE CURB293.9WWWWWWWWWWW294.0295.2MAPLE AVENUEUTILITY POLESTST288.4OVERHEAD UTILITY LINES292.4STONE RETAINING WALLE E E E E E E E E E E E E E E E E E E E E E E UTILITY POLEUTILITY POLE295.7298.4299.5CONCRETE SIDEWALKMANHOLEPHONE CROSSWALK1/8"=1'-0"REMOVALS PLAN1D1 30730762'-9" @ 307307141'-6" @ 307 307307126'-7" @ 307295.75202'-0" @ AVERAGE OF 301.375 STAIR30738'-6" @ 30717'-4" @ 307 134'-8" @ 295.75295.75GARAGE ENTRY292.526'-5" @ 292.548'-11" @ 297297297292.529738'-6" @ 2973009'-4" @ 303.550'-7" @ 298.5 WEIGHTED GRADE CALCULATION:386.7 LF (307) = 118,717202 LF (301.375) = 60,878134.67 LF (295.75) = 39,82926.41LF (292.5)= 7,72587.42 LF (297) = 25,96450.58 LF (298.5) = 15,0989.33 LF (303.5) = 2,832897.11 LF PERIMETER 271,043AVERAGE GRADE = 271,043/897.11 = 302.131/8"=1'-0"GRADE CALCULATION PLAN1A4 307.0GROUND FLOOR319.9SECOND FLOOR331.08THIRD FLOOR342.16FOURTH FLOOR353.24FIFTH FLOOR364.3612'-11"11'-1"11'-1"11'-1"11'-1"MAIN ROOF50'-0" (50' DEPTH)195'-6"68'-0" (35% OF 195'-6")374.0PENTHOUSE ROOF9'-9"EXISTING GRADE302.13AVERAGE GRADE62'-112"71'-1012"6'-4"68'-61 2"PARKINGPARKINGRETAILRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALMAPLE AVENUE:R.O.W. 63.5'ALLOWABLE BASE HEIGHT = 69.85'1/8"=1'-0"BUILDING SECTION1A5 1/8"=1'-0"PROPOSED STREET ELEVATION2A61/8"=1'-0"EXISTING STREET ELEVATION1A6 3/8"=1'-0"EAST ELEVATION1A7 1/4"=1'-0"EAST ELEVATION1A8NTSUDO DESIGN STANDARDS2A8 NTSEAST (MAPLE) ELEVATION1A9