April 21 st , 2020 Name of Landmark Building Type of Presentation Month xx, year Public Hearing The current proposal is: LPC-20-05813 244 Riverside Drive Borough of Manhattan How to Testify: Via Zoom: https://us02web.zoom.us/j/86733570500?pwd=NzJMWHZ4YW16RUo0MlR5TjdVMkU3QT09 Meeting ID: 823 3521 4741 Password: 890057 By Phone: 1 646-558-8656 US (New York) 877-853-5257 (Toll free) US 888 475 4499 (Toll free)
LPC PRESERVATION T-1 R A
244 RIVERSIDE 1940'S TAX PHOTO CIRCA 1939-1941 DRIVE NTS RIVERSIDE - WEST END HISTORIC DISTRICT EXTENSION II MAP - LP-02464 1980'S TAX PHOTO 9 CIRCA 1983-1988 NTS NTS LPC PRESERVATION H-1 R A
SOUTH VIEW OF MAIN ENTRANCE NORTH VIEW OF MAIN ENTRANCE 1 2 NTS NTS LPC PRESERVATION PH-1 R A
EAST VIEW OF COURTYARD SOUTHEAST VIEW OF COURTYARD 3 4 NTS NTS LPC PRESERVATION PH-2 R A
EXISTING MAIN ENTRANCE DOOR TO REMAIN. EXISITNG CONCRETE STEPS AND PLATFORM TO BE REMOVED. 97TH STREET EXISTING STEP INTERIOR COURTYARD EXISTING GUARDRAIL AREAWAY BELOW AREAWAY EXISITNG DECORATIVE STONE EXISITNG STEPS RIVERSIDE DRIVE EXISTING PLAN 1 SCALE: 1/4" = 1'-0" EXISTING GUARDRAIL LPC PRESERVATION SK-1 R A
INTERIOR COURTYARD BEYOND EXISTING GUARDRAIL EXISTING DECORATIVE EXISTING STONE. GUARDRAIL. EXISTING EXTERIOR ELEVATION - WEST/ RIVERSIDE DRIVE ENTRANCE 1 SCALE: 1/8" = 1'-0" EXISTING FIRE ESCAPES EXISITNG FIRE ESCAPE EXISTING BUILDING ENTRANCE DOOR EXISTING MAIN ENTRANCE EXISTING STEPS, EXISTING MAIN RAILING AND STEPS AND RAILING ENTRANCE STEPS AND DECORATIVE STONE RAILING EXISTING AREAWAY EXISTING INTERIOR COURTYARD ELEVATION - MAIN ENTRANCE EXISTING INTERIOR COURTYARD AND EXTERIOR ELEVATION - SOUTH WALL 2 3 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" LPC PRESERVATION SK-2 R A
EXISTING BUILDING ENTRANCE DOOR TO REMAIN 5'-0" NEW CONCRETE STAIRS AND PLATFORM NEW RAILING TO 11" MATCH EXTERIOR 11" RAILING. 5'-10" 3'-10" 6'-4" 3'-10" PROPOSED FIRE PROPOSED STONE ESCAPE DROP 97TH STREET FACIA TO MATCH DOWN LADDER. 17'-0" ENTRANCE DECORATIVE STONE. 3'-0" EXISTING STEP CLR. TO UNIT TO REMAIN. NEW CONCRETE RAMP RAMP UP EXISTING FIRE ESCAPE TO REMAIN. INTERIOR COURTYARD 1 0 ' - 8 N " O E X W 4'-10 3/8" I S O T R I N K G EXISTING GUARDRAIL 4 ' - 1 1 5 AREAWAY / 8 " TO REMAIN. NEW CONCRETE RAMP 5 ' - 0 " EXISTING DECORATIVE STONE. PATCH AND PROVIDE REMOVED REPAIR AS REQUIRED. NEW CONCRETE STEPS 20'-2 3/8" GUARDRAIL AT END OF RAMP. " 0 - ' 3 4'-0" 5'-0" PROPOSED DECORATIVE RIVERSIDE DRIVE NEW PROPOSED STONE STONE TO MATCH 4'-0" FACIA TO MATCH EXISTING. EXISTING DECORATIVE STONE. EXISTING GUARDRAIL CONSTRUCTION PLAN 1 TO REMAIN. SCALE: 1/4" = 1'-0" LPC PRESERVATION SK-3 R A
CONCRETE SLAB TO NEW RAILING CAST STONE MATCH COURTYARD DESIGNED TO MATCH TREAD/ NOSING EXISTING GUARDRAIL. 11" #3 DOWELL DRILL & GROUT INTO FLOOR 7" 1" NOSING 1 1/2" #3 REBAR EPOXY BROOM FINISH FLAGS PRECAST REINFORCED COATED (12" O.C.) STAIR DECORATIVE CAST #3 DOWELL DRILL & STONE FASCIA TO #3 REBAR EPOXY GROUT INTO FLOOR COATED (2 PER TREAD) MATCH EXISTING GROUT/ SHIM Q-DECK AS REQUIRED. EXISTING STEEL CHANNEL LEDGER - TBD 4" X 4" X 3/8" HSS POST AREAWAY 8" X 8" X 3/8" BEARING PLATE IN NON-SHRINK FULL PERIMETER LEVELING GROUT. 1/2" STAINLESS STEEL. FILLET WELD 1/2" STAINLESS STEEL THREADED ANCHORS - (4) PER EXISTING AREAWAY TO PLATE. 5" EMBED IN HILTI HY70. EXTERIOR STEP SECTION 1 REMAIN. SCALE: 1-1/2" = 1'-0" EXISTING GRANITE TO REMAIN EXCEPT AT BOTTOM LANDING. EXTERIOR RAMP SECTION NEW WALL MOUNTED HANDRAIL 2 NEW RAILING TO MATCH SCALE: 1/2" = 1'-0" EXISTING GUARDRAIL. WIRE ROPE RAILING PER CODE. GUARDRAIL AND POSTS TO MATCH EXISTING HANDRAIL BROOM FINISH FLAGS DECORATIVE CAST STONE FASCIA 1'-2"± Q-DECK CONCRETE STEPS BEYOND STEEL CHANNEL LEDGER - TBD WIRE ROPE RAILING CAULK JOINT ADDED BETWEEN POST 1/2" STAINLESS STEEL SET IN 1'-0"± 3'-7"± 4" X 4" X 36"-38" REQ. PER CODE REQUIREMENT. HILTY HT70 @ 12" O.C. EXISTING CONCRETE FLAG 1/2" POST ∠ NEW L.M. ROOFING PATCH @ TYP. < 4" PER CODE EXISTING STRUCTURAL SLAB ALL ∠ PENETRATIONS. REFER 7"± TO DETAIL #2 ON A-302 MEASURE EXPOSE TOP OF STEEL. PROBE TO VIF LOCATION POSTS EXISTING STRUCTURAL STEEL AT STEEL. WELD FILLET TO TOP 9"± BEAM BELOW. (VIF LOCATION) OF STEEL. INTERIOR COURTYARD RAMP SECTION 3 SCALE: 1/2" = 1'-0" EXTERIOR RAMP SECTION 2 SCALE: 1/2" = 1'-0" LPC PRESERVATION SK-5 R A
PROPOSED CAST STONE TO MATCH EXISTING BUILDING FACADE EXISTING RAILING TO BE MATCHED PROPOSED WIRE RAILING USED FOR CODE COMPLIANCE ON EXISINTG RAIL SPACING 1 2 3 NTS NTS NTS LPC PRESERVATION SK-6 R A
SAMPLE OF WIRE RAILING INSTALLATION METHOD 2 NTS PROPOSED WIRE RAILING HARDWARE FOR NEW CUSTOM RAILING 1 NTS LPC PRESERVATION SK-7 R A
4'-0" 1 ALT-1. 2 90° LIFT FOOTPRINT 97TH STREET 2 ALT-1. 2 3 ALT-1. 2 INTERIOR COURTYARD AREAWAY 90° LIFT FOOTPRINT RIVERSIDE DRIVE CONSTRUCTION PLAN 4 1 SCALE: 1/4" = 1'-0" ALT-1. 2 ALTERNATIVE STUDIES ALT-1.0 R A
LIFT SPECIFICATIONS 1 SCALE: 1/4" = 1'-0" ALTERNATIVE STUDIES ALT-1.1 R A
SIDEWALK ON 97TH STREET AREAWAY ON 97TH STREET AREAWAY ON 97TH STREET & REVIERSIDE DRIVE AREAWAY ON RIVERSIDE DRIVE 1 2 3 4 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS ALTERNATIVE STUDIES ALT-1.2 R A
97TH STREET 2 INTERIOR ALT-2.1 COURTYARD AREAWAY M5 BUS STOP 28'-8 3/4"± 3'-5" 1 ALT-2.1 5'-8 1/2"± RIVERSIDE DRIVE 3 ALTERNATE 2 - EXTENDED STEPS 1 ALT-2.1 SCALE: 1/8" = 1'-0" ALTERNATIVE STUDIES ALT-2.0 R A
BUS STOP 97TH STREET & RIVERSIDE DRIVE CORNER RIVERSIDE DRIVE 1 2 3 SCALE: NTS SCALE: NTS SCALE: NTS ALTERNATIVE STUDIES ALT-2.1 R A
April 21 st , 2020 Name of Landmark Building Type of Presentation Month xx, year Public Hearing The current proposal is: LPC-20-05813 244 Riverside Drive Borough of Manhattan How to Testify: Via Zoom: https://us02web.zoom.us/j/86733570500?pwd=NzJMWHZ4YW16RUo0MlR5TjdVMkU3QT09 Meeting ID: 823 3521 4741 Password: 890057 By Phone: 1 646-558-8656 US (New York) 877-853-5257 (Toll free) US 888 475 4499 (Toll free)
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