MACOMBS DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS LPC - - PowerPoint PPT Presentation
MACOMBS DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS LPC - - PowerPoint PPT Presentation
MACOMBS DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS LPC Submission October 8, 2019 Location Plan Bronx Manhattan Queens Brooklyn Staten Island MACOMBS DAM BRIDGE & 155TH STREET VIADUCT Borough Map 2 BUS STOPS October 8,
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Borough Map
Location Plan
Bronx Manhattan Queens Brooklyn Staten Island
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Study Limits
Macomb’s Dam Bridge & 155th Street Viaduct
Jerome Avenue H a r l e m R i v e r D r i v e w a y
Macomb’s Dam Bridge & 155th Street Viaduct Project Area
W 155th Street Macomb’s Place Harlem River Drive Boulevard
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Landmark Site
Macomb’s Dam Bridge & 155th Street Viaduct
Landmark Site Project Area
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Historic Photo
SURVEY HAER NY-269, 1968
HAER NY,31-NEYO,175: View of West Approach Plaza from swing span
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Historic Photo
SURVEY HAER NY-269, 1968
HAER NY,31-NEYO,175: View of east approach spans from camelback
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Historic Photo
SURVEY HAER NY-269, 1968
HAER NY,31-NEYO,175: View of West Approach Plaza toward swing span, looking east
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Historic Photo
SURVEY HAER NY-269, 1968
HAER NY,31-NEYO,175: South elevation of West Approach Plaza fascia
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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155th Street Viaduct Original railing, west end
Historic Photo
Credit: Shockley, LCP
Area with original railing
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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South Side of Viaduct
Existing Conditions
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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South Bus Stop Location
Existing Conditions
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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North Bus Stop Location
Existing Conditions
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Plan
Existing Conditions
Sidewalk Concrete Barrier Street Light
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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60’ Bus Stop Plan
Proposal
Sidewalk Concrete Barrier Street Light
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Inconsistent railings
North Bus Stop Location
Existing Conditions
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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North Bus Stop Location
New Bus Stop Rendering
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Eastbound Sidewalk
Existing Conditions Barrier to be removed Replace railing
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Westbound Sidewalk
Existing Conditions Barrier to be removed Replace railing
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Existing Conditions
Crosswalk Looking South
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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New Bus Stop Rendering
Crosswalk Looking South
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Existing Conditions
Facade at South Side
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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New Bus Stop Rendering
Facade at South Side
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Drawings
General Plan and Scope of Work
N
ROW
℄ BENT 34
℄
WEST 155TH STREET VIADUCT
34 33 31
DECK JOINT CL BENT 31
- STA. 150+38.76 BK
=STA.150+47.49 AHD
35
G1
30 29
EXISTING ATTENUATOR TO REMAIN NEW ATTENUATOR SECTION A-JOIST AT WEST 155TH ST. TO BE RETROFITTED CONCRETE BARRIER TO BE REMOVED SIDEWALK, PROTECTIVE SCREENING, AND ALUMINUM RAILING TO BE REPLACED. 65' SECTION B & C - JOIST AT WEST APPROACH TO BE RETROFITTED CONCRETE BARRIER TO BE REMOVED SIDEWALK, PROTECTIVE SCREENING, AND EXISTING STEEL RAILING TO BE REPLACED
A A B B C C
HARLEM RIVER DRIVE
℄ PIER 35
25'-5" 25'-5"
A A B C C B
SECTION A-JOIST AT WEST 155TH ST. TO BE RETROFITTED CONCRETE BARRIER TO BE REMOVED SIDEWALK, PROTECTIVE SCREENING, AND ALUMINUM RAILING TO BE REPLACED SECTION B & C - JOIST AT WEST APPROACH TO BE RETROFITTED CONCRETE BARRIER TO BE REMOVED SIDEWALK, PROTECTIVE SCREENING, AND EXISTING STEEL RAILING TO BE REPLACED NEW ATTENUATOR 4 2 '
- 1
1 4
" 42'-10
1 4
"
28
12'-0" 5'-0" 36'-0" EXISTING LIGHT POLE TO BE REMOVED AND RELOCATED EXISTING LIGHT POLE TO REMAIN REMOVE AND RE-INSTALL UTILITY POLE 42'-10
1 4
"
27
EXISTING MAST ARM SIGNAL POST TO REMAIN 5'-3
18
" 4 5 '
- "
4 8 '
- "
NEW ATTENUATOR
SCOPE OF WORK:
- 1. DEMOLISH EXISTING CONCRETE ROADWAY BARRIER AT
NEW OPENING LOCATION SHOWN IN PLAN VIEW.
- 2. REMOVE EXISTING SIDEWALK RAILING AND REPLACE
WITH NEW NYSDOT 4-RAIL STEEL RAILING.
- 3. REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND
FASCIA PLATE.
- 4. REMOVE EXISTING CONCRETE SIDEWALK WHERE SHOWN.
- 5. REINFORCE STEEL JOISTS THAT SUPPORT THE ROADWAY.
- 6. INSTALL NEW SIDEWALKS AND CRASH ATTENUATORS
WHERE SHOWN.
NOTES:
- 1. NEW SIGNS I-6 AND M6-3 TO BE INSTALLED
ON NEW STANDARD SIGN POLE ON WB SIDE OF MACOMBS DAM BRIDGE INDICATING BUS STOP AHEAD.
- 2. ALL EXISTING TRAFFIC LIGHTS,CROSSWALKS
TO REMAIN UNCHANGED.
- 3. SEE DWG XS-01 FOR SECTION A-A, B-B AND C-C.
AUGUST 2019
PLAN
SCALE: 116"=1'-0"
GENERAL PLAN
- 1. Demolish existing concrete
roadway barrier at new opening location shown in plan view.
- 2. Remove existing sidewalk railing
and replace with new NYSDOT concrete bridge barrier.
- 3. Remove and install new protective
screening and fascia plate.
- 4. Remove existing concrete
sidewalk where shown.
- 5. Reinforce steel joists that support
the roadway.
- 6. Install new sidewalks and crash
attenuators where shown.
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Section A-A (Existing)
Drawings
10'-0" 61'-4" OUT TO OUT 316"/Ft. 10'-0" 18"/Ft. 11" CL VIADUCT 5 316" PARTIALLY FILLED GRID DECK WITH 13 4" CONCRETE OVERFILL REMOVE CONCRETE BARRIER, WT15x49.5, L4x4x3 4", WT14x53, WT14x30, FASCIA PLATE, 4" CONCRETE SIDEWALK, AND SIDEWALK RAILING CURB LINE SYMM ABOUT CL EXISTING PROFILE GRADE LINE EXISTING CROWN OF ROADWAY REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE
SECTION A-A (EXISTING)
SCALE: 316"=1'-0" CL GIRDER 4 STEEL JOIST W16x57 CL GIRDER 3 CL GIRDER 5 10'-8" 44'-0" (FOUR 11'-0" LANES) 1'-7" 6'-2" SIDEWALK 22'-0" ROADWAY W14X57 WT15X49.5 NEW SIDEWALK 7'-0" NEW 8" CONCRETE SIDEWALK 5'-0" NEW 812" REINFORCED CONCRETE SUPPORT SLAB WITH 2" HAUNCH AT BUS STOP NEW 2-L5x3x716 AT JOIST 61'-4" OUT TO OUT CL VIADUCT EXISTING PROFILE GRADE LINE 44'-0" (FOUR 11'-0" LANES) 22'-0" ROADWAY CURB LINE 10'-0" 10'-0" SYMM ABOUT CL
SECTION A'-A' (PROPOSED)
SCALE: 316"=1'-0" CL GIRDER 4 CL GIRDER 3 CL GIRDER 5 10'-8" REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE NEW STEEL BRIDGE RAILING 1'-8" NEW STEEL FACED CONCRETE CURB STEEL JOIST W16X57 2'-0" CURB LINE EXISTING W18X50 DECK JOIST 4'-8" 8'-0" 5'-0"
SECTION B-B (EXISTING)
SCALE: 3 "=1'-0" REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE EXISTING W8x28 SIDEWALK JOIST EXISTING 10" CONCRETE SLAB EXISTING SIDEWALK 6'-2" REINFORCED CONCRETE SAFETY BARRIER 1'-7" 2'5" 2'-0" CURB LINE NEW 2-L5x3x716 AT JOIST 4'-8" 8'-0" 5'-0"
SECTION B'-B' (PROPOSED)
SCALE: 316"=1'-0" REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE NEW W8x58 SIDEWALK JOIST NEW 8" CONCRETE SUPPORT SLAB NEW SIDEWALK 7'-0" 1'-8" NEW STEEL FACED CONCRETE CURB
AUGUST 2019 AS NOTED XS-01 10
NOTES:
- 1. ALL SECTIONS SHOWN ARE LOOKING WEST.
- 2. SECTIONS LOOKING EAST SIMILAR.
SECTIONS 1
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Section A-A (Proposed)
Drawings
10'-0" 61'-4" OUT TO OUT 316"/Ft. 10'-0" 18"/Ft. 11" CL VIADUCT 5 316" PARTIALLY FILLED GRID DECK WITH 13 4" CONCRETE OVERFILL REMOVE CONCRETE BARRIER, WT15x49.5, L4x4x3 4", WT14x53, WT14x30, FASCIA PLATE, 4" CONCRETE SIDEWALK, AND SIDEWALK RAILING CURB LINE SYMM ABOUT CL EXISTING PROFILE GRADE LINE EXISTING CROWN OF ROADWAY REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE
SECTION A-A (EXISTING)
SCALE: 316"=1'-0" CL GIRDER 4 STEEL JOIST W16x57 CL GIRDER 3 CL GIRDER 5 10'-8" 44'-0" (FOUR 11'-0" LANES) 1'-7" 6'-2" SIDEWALK 22'-0" ROADWAY W14X57 WT15X49.5 NEW SIDEWALK 7'-0" NEW 8" CONCRETE SIDEWALK 5'-0" NEW 812" REINFORCED CONCRETE SUPPORT SLAB WITH 2" HAUNCH AT BUS STOP NEW 2-L5x3x716 AT JOIST 61'-4" OUT TO OUT CL VIADUCT EXISTING PROFILE GRADE LINE 44'-0" (FOUR 11'-0" LANES) 22'-0" ROADWAY CURB LINE 10'-0" 10'-0" SYMM ABOUT CL
SECTION A'-A' (PROPOSED)
SCALE: 316"=1'-0" CL GIRDER 4 CL GIRDER 3 CL GIRDER 5 10'-8" REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE NEW STEEL BRIDGE RAILING 1'-8" NEW STEEL FACED CONCRETE CURB STEEL JOIST W16X57 2'-0" CURB LINE EXISTING W18X50 DECK JOIST 4'-8" 8'-0" 5'-0"
SECTION B-B (EXISTING)
SCALE: 3 "=1'-0" REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE EXISTING W8x28 SIDEWALK JOIST EXISTING 10" CONCRETE SLAB EXISTING SIDEWALK 6'-2" REINFORCED CONCRETE SAFETY BARRIER 1'-7" 2'5" 2'-0" CURB LINE NEW 2-L5x3x716 AT JOIST 4'-8" 8'-0" 5'-0"
SECTION B'-B' (PROPOSED)
SCALE: 316"=1'-0" REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE NEW W8x58 SIDEWALK JOIST NEW 8" CONCRETE SUPPORT SLAB NEW SIDEWALK 7'-0" 1'-8" NEW STEEL FACED CONCRETE CURB
AUGUST 2019 AS NOTED XS-01 10
NOTES:
- 1. ALL SECTIONS SHOWN ARE LOOKING WEST.
- 2. SECTIONS LOOKING EAST SIMILAR.
SECTIONS 1
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Elevations and Details
Drawings
SPAN 32/33 TOP OF ROADWAY
ELEVATION
N.T.S. LOOKING SOUTH (SPAN 30 THROUGH 33 SHOWN) 42'-10 14" 68'-9 3 4" (ALONG BASELINE) 25'-5" 45'-0" SECTION B & C INSTALL NEW NYSDOT FOUR RAIL RAILING REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE EXTENTS OF PROPOSED RETROFITS (SEE DWG S-01 FOR SECTION DETAILS) 33 31 30 29 SPAN 30 SPAN 31 +
- +
- 42'-10 14"+
- TOP OF
ROADWAY 28 SPAN 29 42'-10 14"+
- SECTION A
S P A N 3 2 / 3 3 TOP OF SIDEWALK
ELEVATION
LOOKING NORTH (SPAN 30 THROUGH 33 SHOWN) 25'-5" 48'-0" SECTION B & C REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE 32 31 30 2 9 SPAN 30 SPAN 31 EXTENTS OF PROPOSED RETROFITS (SEE DWG S-01 FOR SECTION DETAILS) N.T.S. INSTALL NEW NYSDOT FOUR RAIL RAILING 42'-10 14"+
- 42'-10 14"+
- 68'-9 3/4"
(ALONG BASELINE) +
- 28
SPAN 29 42'-10 14"+
- SECTION A
3'-6" 4'-0" 1'-3 1/2" 9" 1'-112" 1'-112" 1012" 7'-1" 7'-1" 7'-1" 7'-1" 73'-5" 4'-0" 9" 2'-312" 1'-3 1/2" 7'-1" 7'-1"
AS NOTED EL-01 9 AUGUST 2019
ELEVATIONS
DETAIL
SCALE: 1
2 "=1'-0"
PROPOSED TRANSITION BARRIER (LOOKING SOUTH) EXISTING STEEL RAILING INSTALL NEW NYSDOT STEEL FOUR RAIL BRIDGE RAILING EXISTING ALUMINUM RAILING SPAN 32/33 TOP OF ROADWAY
ELEVATION
N.T.S. LOOKING SOUTH (SPAN 30 THROUGH 33 SHOWN) 42'-10 14" 68'-9 3 4" (ALONG BASELINE) 25'-5" 45'-0" SECTION B & C INSTALL NEW NYSDOT FOUR RAIL RAILING REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE EXTENTS OF PROPOSED RETROFITS (SEE DWG S-01 FOR SECTION DETAILS) 33 31 30 29 SPAN 30 SPAN 31 +
- +
- 42'-10 14"+
- TOP OF
ROADWAY 28 SPAN 29 42'-10 14"+
- SECTION A
S P A N 3 2 / 3 3 TOP OF SIDEWALK
ELEVATION
LOOKING NORTH (SPAN 30 THROUGH 33 SHOWN) 25'-5" 48'-0" SECTION B & C REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE 32 31 30 2 9 SPAN 30 SPAN 31 EXTENTS OF PROPOSED RETROFITS (SEE DWG S-01 FOR SECTION DETAILS) N.T.S. INSTALL NEW NYSDOT FOUR RAIL RAILING 42'-10 14"+
- 42'-10 14"+
- 68'-9 3/4"
(ALONG BASELINE) +
- 28
SPAN 29 42'-10 14"+
- SECTION A
3'-6" 4'-0" 1'-3 1/2" 9" 1'-112" 1'-112" 1012" 7'-1" 7'-1" 7'-1" 7'-1" 73'-5" 4'-0" 9" 2'-312" 1'-3 1/2" 7'-1" 7'-1"
AS NOTED EL-01 9 AUGUST 2019
ELEVATIONS
DETAIL
SCALE: 1
2 "=1'-0"
PROPOSED TRANSITION BARRIER (LOOKING SOUTH) EXISTING STEEL RAILING INSTALL NEW NYSDOT STEEL FOUR RAIL BRIDGE RAILING EXISTING ALUMINUM RAILING
North Bus Stop South Bus Stop
MACOMB’S DAM BRIDGE & 155TH STREET VIADUCT BUS STOPS October 8, 2019
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Barrier Elevations and Details
Drawings
SPAN 32/33 TOP OF ROADWAY
ELEVATION
N.T.S. LOOKING SOUTH (SPAN 30 THROUGH 33 SHOWN) 42'-10 14" 68'-9 3 4" (ALONG BASELINE) 25'-5" 45'-0" SECTION B & C INSTALL NEW NYSDOT FOUR RAIL RAILING REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE EXTENTS OF PROPOSED RETROFITS (SEE DWG S-01 FOR SECTION DETAILS) 33 31 30 29 SPAN 30 SPAN 31 +
- +
- 42'-10 14"+
- TOP OF
ROADWAY 28 SPAN 29 42'-10 14"+
- SECTION A
SPAN 32/33 TOP OF SIDEWALK
ELEVATION
LOOKING NORTH (SPAN 30 THROUGH 33 SHOWN) 25'-5" 48'-0" SECTION B & C REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE 32 31 30 2 9 SPAN 30 SPAN 31 E X T E N T S O F P R O P O S E D RETROFITS (SEE DWG S-01 F O R S E C T I O N D E T A I L S ) N.T.S. INSTALL NEW NYSDOT FOUR RAIL RAILING 42'-10 14"+
- 42'-10 14"+
- 68'-9 3/4"
(ALONG BASELINE) +
- 28
SPAN 29 42'-10 14"+
- SECTION A
3'-6" 4'-0" 1'-3 1/2" 9" 1'-112" 1'-112" 1012" 7'-1" 7'-1" 7'-1" 7'-1" 73'-5" 4'-0" 9" 2'-312" 1'-3 1/2" 7'-1" 7'-1"
AS NOTED EL-01 9 AUGUST 2019
ELEVATIONS
DETAIL
SCALE: 1
2 "=1'-0"
PROPOSED TRANSITION BARRIER (LOOKING SOUTH) EXISTING STEEL RAILING INSTALL NEW NYSDOT STEEL FOUR RAIL BRIDGE RAILING EXISTING ALUMINUM RAILING
SPAN 32/33 TOP OF ROADWAY
ELEVATION
N.T.S. LOOKING SOUTH (SPAN 30 THROUGH 33 SHOWN) 42'-10 14" 68'-9 3 4" (ALONG BASELINE) 25'-5" 45'-0" SECTION B & C INSTALL NEW NYSDOT FOUR RAIL RAILING REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE EXTENTS OF PROPOSED RETROFITS (SEE DWG S-01 FOR SECTION DETAILS) 33 31 30 29 SPAN 30 SPAN 31 +
- +
- 42'-10 14"+
- TOP OF
ROADWAY 28 SPAN 29 42'-10 14"+
- SECTION A
SPAN 32/33 TOP OF SIDEWALK
ELEVATION
LOOKING NORTH (SPAN 30 THROUGH 33 SHOWN) 25'-5" 48'-0" SECTION B & C REMOVE AND INSTALL NEW PROTECTIVE SCREENING AND FASCIA PLATE 32 31 30 2 9 SPAN 30 SPAN 31 EXTENTS OF PROPOSED RETROFITS (SEE DWG S-01 FOR SECTION DETAILS) N.T.S. INSTALL NEW NYSDOT FOUR RAIL RAILING 42'-10 14"+
- 42'-10 14"+
- 68'-9 3/4"
(ALONG BASELINE) +
- 28
SPAN 29 42'-10 14"+
- SECTION A
3'-6" 4'-0" 1'-3 1/2" 9" 1'-112" 1'-112" 1012" 7'-1" 7'-1" 7'-1" 7'-1" 73'-5" 4'-0" 9" 2'-312" 1'-3 1/2" 7'-1" 7'-1"
AS NOTED EL-01 9 AUGUST 2019
ELEVATIONS
DETAIL
SCALE: 1
2 "=1'-0"
PROPOSED TRANSITION BARRIER (LOOKING SOUTH) EXISTING STEEL RAILING INSTALL NEW NYSDOT STEEL FOUR RAIL BRIDGE RAILING EXISTING ALUMINUM RAILING