Rockaway Structural Drawings - 2021-10-06 - AMEND 5.pdf
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- Attached to
- Rockaway Contract 2, Queens County, New York
- Solicitation number
- W912DS21B0008
About this file
This set of structural drawings and related documents outline requirements for a federal construction contract to build reinforced dunes and pedestrian crossovers along the Rockaway shorefront in Queens County, New York. The solicitation is identified as number W912DS21B0008 and is issued by the Department of the Army Corps of Engineers New York District. The drawings provide layouts, elevations, sections and details for reinforced concrete dune caps, sheet pile walls, pedestrian ramps and crossovers connecting the dunes to boardwalks. Notes specify design requirements such as pile sizes, depths, materials, concrete strengths and reinforcement. Pile testing and design submittal requirements are also defined. The scope involves constructing reinforced dunes, pedestrian access structures and vehicle crossovers to reduce coastal storm risk along the Rockaway Inlet to Rockaway Inlet Atlantic shorefront.
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NOTES:
1. SEE SHEET C-200 FOR LOCATION OF ALL CROSSOVERS.
2. SEE SHEETS C-101 THRU C-104 FOR LAYOUT AND
ELEVATIONS OF ADA CROSSOVERS #3, #8, #15, #19.
3. SEE SHEETS C-503 THRU C-504 FOR LAYOUT AND
DIMENSIONS OF NON-ADA CROSSOVERS.
4. LANDWARD SIDE OF CROSSOVER SHALL TERMINATE AT
PEDESTRIAN WALKWAY. SEE SHEETS C-301 THRU C-303.
5. SEE CROSSOVER ELEVATION AND SECTION SHEETS FOR
ADDITIONAL MEMBER DETAILS
6. SHOP DRAWINGS FOR EACH ADA CROSSOVER SHALL BE
SIGNED AND SEALED BY A NY STATE PROFESSIONAL
ENGINEER AND BE SUBMITTED TO USACE FOR APPROVAL
PRIOR TO CONSTRUCTION.
S-502
OCEAN SIDE RAMP TO
EXTEND 1'-6" BELOW
GRADE, SECURED TO
BEARING PAD BELOW
12" DIA. PILE AT MAX 12'-0"
SPACING, MIN 3'-6" SPACING,
TYP. U.O.N. SPACING
BETWEEN PILES SHALL BE
MAXIMIZED THROUGHOUT.
PILES TO BE PROVIDED AT
CORNERS OF EACH LANDING.
MAIN TRUSS SPAN OVER
CREST OF DUNE AT EL 21.5'
SUPPORTED BY 14" DIA. PILES
S-201
RAMP SLOPE TO BE 1V:12H WITH MAX
ELEVATION CHANGE OF 2'-6" BETWEEN
LANDINGS PER ADA REQUIREMENTS
EXTEND RAMP TO
LANDING ON GRADE.
SEE TABLE ON S-201
SEE TYPICAL PILE CAP
SPLICE DETAIL AT 5/S-503
LANDING
EL. 21.5'±
LANDING
EL. 19.0'±
LANDING
EL. 16.5'±
LANDING
EL. 15.0'±
LANDING
EL. 21.5'±
LANDINGEL. 19.0'±
LANDINGEL. 16.5'±
LANDING
EL. 14.0'±
LANDING
EL. 11.5'±
LANDING
EL. 9.0'±
S-502
LANDING LENGTH TO
BE MIN 5'-0", TYP.
VARIES
SEE TABLE ON S-201
LANDING TO WALKWAY ON
GRADE. SEE DETAIL 1/S-502
FOR TYP. RAMP FRAMING
LANDING
ON GRADE
LANDING
EL. 13.5'±
LANDING
EL. 11.5'±
24°±
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S-101
AutoCAD SHX Text
AutoCAD SHX Text
S-502 MAIN TRUSS SPAN OVER
CREST OF DUNE AT EL 21.5'
SUPPORTED BY 14" DIA. PILES
S-202
LANDING
EL. 20.6'±
12" DIA. PILE AT MAX 12'-0"
SPACING, MIN 3'-6" SPACING,
TYP. U.O.N. SPACING
BETWEEN PILES SHALL BE
MAXIMIZED THROUGHOUT.
PILES TO BE PROVIDED AT
CORNERS OF EACH LANDING.
RAMP SLOPE TO BE 1V:12H WITH MAX
ELEVATION CHANGE OF 2'-6" BETWEEN
LANDINGS PER ADA REQUIREMENTS
LANDING LENGTH TO
BE MIN 5'-0", TYP.
RAMP TO TERMINATE AT EXISTING
BOARDWALK, EL. 20.0'
SEE 1/S-101 FOR TYPICAL
SEAWARD ADA CROSSOVER
LAYOUT
NOTES:
1. SEE SHEET C-200 FOR LOCATION OF ALL CROSSOVERS.
2. SEE SHEETS C-112 AND C-116 FOR LAYOUT AND
ELEVATIONS OF ADA CROSSOVERS.
3. SEE SHEETS C-503 THRU C-504 FOR LAYOUT AND
DIMENSIONS OF NON-ADA CROSSOVERS.
4. LANDWARD SIDE OF CROSSOVER SHALL TERMINATE AT
PEDESTRIAN WALKWAY. SEE SHEETS C-301 THRU C-303.
5. SEE CROSSOVER ELEVATION AND SECTION SHEETS FOR
ADDITIONAL MEMBER DETAILS
6. SHOP DRAWINGS FOR EACH ADA CROSSOVER SHALL BE
SIGNED AND SEALED BY A NY STATE PROFESSIONAL
ENGINEER AND BE SUBMITTED TO USACE FOR APPROVAL
PRIOR TO CONSTRUCTION.
S-502
MAIN TRUSS SPAN OVER
CREST OF DUNE AT EL 21.5'
SUPPORTED BY 14" DIA. PILES
S-202
12" DIA. PILE AT MAX 12'-0"
SPACING, MIN 3'-6" SPACING,
TYP. U.O.N. SPACING
BETWEEN PILES SHALL BE
MAXIMIZED THROUGHOUT.
PILES TO BE PROVIDED AT
CORNERS OF EACH LANDING.
RAMP SLOPE TO BE 1V:12H WITH MAX
ELEVATION CHANGE OF 2'-6" BETWEEN
LANDINGS PER ADA REQUIREMENTS
LANDING LENGTH TO
BE MIN 5'-0", TYP.
RAMP TO TERMINATE AT EXISTING
BOARDWALK, EL. 17.0'
SEE 1/S-101 FOR TYPICAL
SEAWARD ADA CROSSOVER
LAYOUT
LANDING
EL. 21.5'±
LANDING
EL. 19.5'±
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S-102
ADA CROSSOVER #71 PLAN - BEACH 67TH
1/8" = 1'-0"
S-102
S-102
ADA CROSSOVER #83 PLAN - BEACH 44TH
1/8" = 1'-0"
AutoCAD SHX Text
1. SEE SHEET C-200 FOR LOCATION OF ALL CROSSOVERS.
2. SEE SHEETS C-120 FOR LAYOUT AND ELEVATIONS OF
ADA CROSSOVER.
3. SEE SHEETS C-503 THRU C-504 FOR LAYOUT AND
DIMENSIONS OF NON-ADA CROSSOVERS.
4. LANDWARD SIDE OF CROSSOVER SHALL TERMINATE AT
PEDESTRIAN WALKWAY. SEE SHEETS C-301 THRU C-303.
5. SEE CROSSOVER ELEVATION AND SECTION SHEETS FOR
ADDITIONAL MEMBER DETAILS.
6. SHOP DRAWINGS FOR EACH ADA CROSSOVER SHALL BE
SIGNED AND SEALED BY A NY STATE PROFESSIONAL
ENGINEER AND BE SUBMITTED TO USACE FOR APPROVAL
PRIOR TO CONSTRUCTION.
LANDING
EL. 18.5'±
LANDING
EL. 16.5'±
LANDING
EL. 14.5'±
LANDING
EL. 12.5'±
LANDING
EL. 10.5'±
LANDING
EL. 11.0'±
LANDING
EL. 8.5'±
LANDING
EL. 18.5'±
LANDING
EL. 16.0'±
RAMP TO TERMINATE AT EXISTING
PROMENADE, EL. 10.0'
S-502
S-203
RAMP SLOPE TO BE 1V:12H WITH MAX
ELEVATION CHANGE OF 2'-6" BETWEEN
LANDINGS PER ADA REQUIREMENTS
12" DIA. PILE AT MAX 12'-0"
SPACING, MIN 3'-6" SPACING,
TYP. U.O.N. SPACING
BETWEEN PILES SHALL BE
MAXIMIZED THROUGHOUT.
PILES TO BE PROVIDED AT
CORNERS OF EACH LANDING.
TYPICAL RAMP FRAMING
WAS SIMPLIFIED IN VIEW.
SEE SIMILAR SEAWARD
RAMP ON S-101
TOE OF DUNE CREST AT
EL. 8.0'
OCEAN SIDE RAMP TO EXTEND 1'-6"
BELOW GRADE TO EL. 6.5', SECURED
TO BEARING PAD BELOW
LANDING LENGTH TO
BE MIN 5'-0", TYP.
MAIN TRUSS SPAN OVER
CREST OF DUNE AT EL 18.5'
SUPPORTED BY 14" DIA. PILES
LANDING
EL. 13.5'±
9°
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S-103
ADA CROSSOVER #98 PLAN - BEACH 17TH
1/8" = 1'-0"
S-103
AutoCAD SHX Text
MAIN TRUSS SPAN OVER
CREST OF DUNE AT EL 16.5'
SUPPORTED BY 14" DIA. PILES
S-203
LANDING
EL. 16.5'±
LANDING
EL. 16.5'±
LANDING
EL. 14.5'±
LANDING
EL. 12.5'±
LANDING LENGTH TO
BE MIN 5'-0", TYP.
RAMP SLOPE TO BE 1V:12H WITH MAX
ELEVATION CHANGE OF 2'-6" BETWEEN
LANDINGS PER ADA REQUIREMENTS
12" DIA. PILE AT MAX 12'-0"
SPACING, MIN 3'-6" SPACING,
TYP. U.O.N. SPACING
BETWEEN PILES SHALL BE
MAXIMIZED THROUGHOUT.
PILES TO BE PROVIDED AT
CORNERS OF EACH LANDING.
S-502
RAMP TO TERMINATE AT EXISTING
PROMENADE, EL. 10.0'
LANDING
EL. 10.0'±
LANDING
EL. 14.0'±
LANDING
EL. 11.5'±
LANDING
EL. 9.0'±
OCEAN SIDE RAMP TO EXTEND 1'-6"
BELOW GRADE TO EL. 6.5', SECURED
TO BEARING PAD BELOW
TOE OF DUNE
CREST AT EL. 8.0'
TYPICAL RAMP FRAMING
WAS SIMPLIFIED IN VIEW.
SEE SIMILAR SEAWARD
RAMP ON S-101
4°
NOTES:
1. SEE SHEET C-200 FOR LOCATION OF ALL CROSSOVERS.
2. SEE SHEET C-121 FOR LAYOUT AND ELEVATIONS OF ADA
CROSSOVER.
3. SEE SHEETS C-503 THRU C-504 FOR LAYOUT AND
DIMENSIONS OF NON-ADA CROSSOVERS.
4. LANDWARD SIDE OF CROSSOVER SHALL TERMINATE AT
PEDESTRIAN WALKWAY. SEE SHEETS C-301 THRU C-303.
5. SEE CROSSOVER ELEVATION AND SECTION SHEETS FOR
ADDITIONAL MEMBER DETAILS
6. SHOP DRAWINGS FOR EACH ADA CROSSOVER SHALL BE
SIGNED AND SEALED BY A NY STATE PROFESSIONAL
ENGINEER AND BE SUBMITTED TO USACE FOR APPROVAL
PRIOR TO CONSTRUCTION.
MAIN TRUSS SPAN OVER
CREST OF DUNE AT EL 16.5'
SUPPORTED BY 14" DIA. PILES
S-203
LANDING
EL. 16.5'±
LANDING
EL. 16.5'±
LANDING LENGTH TO
BE MIN 5'-0", TYP.
RAMP SLOPE TO BE 1V:12H WITH MAX
ELEVATION CHANGE OF 2'-6" BETWEEN
LANDINGS PER ADA REQUIREMENTS
12" DIA. PILE AT MAX 12'-0"
SPACING, MIN 3'-6" SPACING,
TYP. U.O.N. SPACING
BETWEEN PILES SHALL BE
MAXIMIZED THROUGHOUT.
PILES TO BE PROVIDED AT
CORNERS OF EACH LANDING.
S-502
RAMP TO TERMINATE AT
EXISTING PROMENADE,
EL. 10.0'
LANDING
EL. 14.5'±
LANDING
EL. 12.5'±
LANDING
EL. 10.0'±
SEE 1/S-104 FOR SEAWARD
ADA CROSSOVER LAYOUT
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S-104
ADA CROSSOVER #99 PLAN - BEACH 13TH
1/8" = 1'-0"
S-104
S-104
ADA CROSSOVER #100 PLAN - BEACH 11TH
1/8" = 1'-0"
AutoCAD SHX Text
12" DIA. PILE, 12'-0" MAX
SPACING, MIN 3'-6"
SPACING, TYP. UON
14" DIA. PILES AT
SEAWARD ENDS OF
TRUSS SPAN. MIN TIP
ELEV. -17.0'
PROPOSED
GRADE
EXISTING GRADE
(VARIES)
38'-0" MAIN SPAN SEE NOTE 2SEE NOTE 2
SEE NOTE 3
NOTES:
1. SEE SHEET C-200 FOR LOCATION OF ADA CROSSOVERS.
2. SEE SHEETS C-101 THRU C-104 FOR LAYOUT OF ADA
CROSSOVERS.
3. LANDWARD SIDE OF CROSSOVER SHALL TERMINATE AT
PEDESTRIAN WALKWAY. SEE SHEETS C-301 THRU C-303.
4. PILE CAPACITY OF 34 KIPS FOR 14" DIA. PILES LANDWARD
OF DUNE CREST TO BE VERIFIED WITH A PILE DRIVE ANALYZER
WITH A MINIMUM SAFETY FACTOR OF 2.5. AT LEAST ONE OF
THE LANDWARD 14" DIA PILES SHALL BE DYNAMICALLY TESTED.
REFER TO SPECIFICATIONS.
5. PILE CAPACITY OF 35 KIPS FOR 14" DIA. PILES SEAWARD
OF DUNE CREST TO BE VERIFIED WITH A PILE DRIVE ANALYZER
TO ACHIEVE A MINIMUM FACTOR OF SAFETY OF 2.5. AT LEAST
ONE OF THE SEAWARD 14" DIA PILES SHALL BE DYNAMICALLY
TESTED. REFER TO SPECIFICATIONS.
6. TYPICAL ULTIMATE PILE CAPACITY OF 18 KIPS AT ALL
OTHER PILES TO BE ACHIEVED WITH A MINIMUM SAFETY
FACTOR OF 3.0
S-502
TYPICAL RAMP FRAMING WAS SIMPLIFIED IN
VIEW FOR CLARITY. REFER TO DETAIL 2 OF
S-502 FOR TYPICAL FRAMING.
TIMBER BEARING PAD,
18" BELOW GRADE
12" DIA. PILE UNDER BEARING
PAD, MIN 18'-0" EMBEDMENT
12" DIA. PILE UNDER
DECKING ON GRADE
P2 LANDING TO WALKWAY CONNECTION
CO # NEAREST STREET
BOTTOM OF RAMP
ELEVATION (FT)
WALKWAY
ELEVATION (FT ±)
LANDING
LENGTH (FT ±)
3 BEACH 147 10.370 10.370 11
8 BEACH 142 10.530 10.530 11
15 BEACH 135 9.250 9.250 21
19 BEACH 131 9.000 8.790 28
12" DIA. PILE ON LANDWARD
SIDE OF DUNE TO HAVE MIN
15'-0" EMBED, TYP. 12" DIA. PILE ON
SEAWARD SIDE OF
TRUSS TO HAVE MIN
25'-0" EMBED, TYP.
14" DIA. PILES AT LANDWARD
ENDS OF TRUSS SPAN TO
HAVE 20'-0" MIN EMBED
S-201
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US Army Corps of Engineers
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8-
S-201
ADA CROSSOVER ELEVATION
3/16" = 1'-0"
AutoCAD SHX Text
12" DIA. PILE ON LANDWARD
SIDE OF DUNE TO HAVE MIN
15'-0" EMBED, TYP.
14" DIA. PILES AT
SEAWARD ENDS OF
TRUSS SPAN. MIN TIP
ELEV. -17.0'
SEE S-201 FOR TYPICAL
SEAWARD ELEVATION
14" DIA. PILES AT LANDWARD
ENDS OF TRUSS SPAN TO
HAVE 20'-0" MIN EMBED
PROPOSED
GRADE
38'-0" MAIN SPAN
14" DIA. PILES AT LANDWARD
ENDS OF TRUSS SPAN TO
HAVE 20'-0" MIN EMBED
14" DIA. PILES AT
SEAWARD ENDS OF
TRUSS SPAN. MIN TIP
ELEV. -17.0'
SEE S-201 FOR TYPICAL
SEAWARD ELEVATION
12" DIA. PILE ON LANDWARD
SIDE OF DUNE TO HAVE MIN
15'-0" EMBED, TYP.
PROPOSED
GRADE
38'-0" MAIN SPAN
NOTES:
1. SEE SHEET C-200 FOR LOCATION OF ADA CROSSOVERS.
2. SEE SHEETS C-112 AND C-116 FOR LAYOUT OF ADA
CROSSOVERS.
3. LANDWARD SIDE OF CROSSOVER SHALL TERMINATE AT
EXISTING BOARDWALK.
4. PILE CAPACITY OF 34 KIPS FOR 14" DIA. PILES LANDWARD
OF DUNE CREST TO BE VERIFIED WITH A PILE DRIVE ANALYZER
WITH A MINIMUM SAFETY FACTOR OF 2.5. AT LEAST ONE OF
THE LANDWARD 14" DIA PILES SHALL BE DYNAMICALLY TESTED.
REFER TO SPECIFICATIONS.
5. PILE CAPACITY OF 35 KIPS FOR 14" DIA. PILES SEAWARD
OF DUNE CREST TO BE VERIFIED WITH A PILE DRIVE ANALYZER
TO ACHIEVE A MINIMUM FACTOR OF SAFETY OF 2.5. AT LEAST
ONE OF THE SEAWARD 14" DIA PILES SHALL BE DYNAMICALLY
TESTED. REFER TO SPECIFICATIONS.
6. TYPICAL ULTIMATE PILE CAPACITY OF 18 KIPS AT ALL
OTHER PILES TO BE ACHIEVED WITH A MINIMUM SAFETY
FACTOR OF 3.0
S-202
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US Army Corps of Engineers
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8-
S-202
ADA CROSSOVER ELEVATION - BEACH 67TH
3/16" = 1'-0"
S-202
ADA CROSSOVER ELEVATION - BEACH 44TH
3/16" = 1'-0"
AutoCAD SHX Text
14" DIA. PILES AT
SEAWARD ENDS OF
TRUSS SPAN. MIN TIP
ELEV. -17.0'
14" DIA. PILES AT LANDWARD
ENDS OF TRUSS SPAN TO
HAVE 20'-0" MIN EMBED
12" DIA. PILE, 12'-0" MAX
SPACING, MIN 3'-6"
SPACING, TYP. UON
12" DIA. PILE ON
SEAWARD SIDE OF
TRUSS TO HAVE MIN
25'-0" EMBED, TYP.
PROPOSED
GRADE
12" DIA. PILE ON LANDWARD
SIDE OF DUNE TO HAVE MIN
15'-0" EMBED, TYP.
NOTES:
1. SEE SHEET C-200 FOR LOCATION OF ADA CROSSOVERS.
2. SEE SHEETS C-120 AND C-121 FOR LAYOUT OF ADA
CROSSOVERS.
3. LANDWARD SIDE OF CROSSOVERS SHALL TERMINATE AT
EXISTING BOARDWALK.
4. PILE CAPACITY OF 34 KIPS FOR 14" DIA. PILES LANDWARD
OF DUNE CREST TO BE VERIFIED WITH A PILE DRIVE ANALYZER
WITH A MINIMUM SAFETY FACTOR OF 2.5. AT LEAST ONE OF
THE LANDWARD 14" DIA PILES SHALL BE DYNAMICALLY TESTED.
REFER TO SPECIFICATIONS.
5. PILE CAPACITY OF 35 KIPS FOR 14" DIA. PILES SEAWARD
OF DUNE CREST TO BE VERIFIED WITH A PILE DRIVE ANALYZER
TO ACHIEVE A MINIMUM FACTOR OF SAFETY OF 2.5. AT LEAST
ONE OF THE SEAWARD 14" DIA PILES SHALL BE DYNAMICALLY
TESTED. REFER TO SPECIFICATIONS.
6. TYPICAL ULTIMATE PILE CAPACITY OF 18 KIPS AT ALL
OTHER PILES TO BE ACHIEVED WITH A MINIMUM SAFETY
FACTOR OF 3.0
38'-0" MAIN SPAN
OCEAN SIDE RAMP TO EXTEND 1'-6"
BELOW GRADE TO EL. 6.5', SECURED
TO BEARING PAD BELOW
TYPICAL RAMP FRAMING WAS SIMPLIFIED IN
VIEW FOR CLARITY. REFER TO DETAIL 2 OF
S-502 FOR TYPICAL FRAMING.
12" DIA. PILE UNDER BEARING
PAD, MIN 18'-0" EMBEDMENT
14" DIA. PILES AT
SEAWARD ENDS OF
TRUSS SPAN. MIN TIP
ELEV. -17.0'
14" DIA. PILES AT LANDWARD
ENDS OF TRUSS SPAN TO
HAVE 20'-0" MIN EMBED
PROPOSED
GRADE
38'-0" MAIN SPAN
12" DIA. PILE ON LANDWARD
SIDE OF DUNE TO HAVE MIN
15'-0" EMBED, TYP.
OCEAN SIDE RAMP TO EXTEND 1'-6"
BELOW GRADE TO EL. 6.5', SECURED
TO BEARING PAD BELOW
TYPICAL RAMP FRAMING WAS SIMPLIFIED IN
VIEW FOR CLARITY. REFER TO DETAIL 2 OF
S-502 FOR TYPICAL FRAMING.
12" DIA. PILE, 12'-0" MAX
SPACING, MIN 3'-6"
SPACING, TYP. UON
12" DIA. PILE ON
SEAWARD SIDE OF
TRUSS TO HAVE MIN
25'-0" EMBED, TYP.
12" DIA. PILE UNDER BEARING
PAD, MIN 18'-0" EMBEDMENT
S-203
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8-
S-203
ADA CROSSOVER ELEVATION - BEACH 17TH
3/16" = 1'-0"
S-203
ADA CROSSOVER ELEVATION - BEACH 13TH
3/16" = 1'-0"
AutoCAD SHX Text
1. SEE SHEET C-200 FOR LOCATION OF ADA CROSSOVERS.
2. SEE SHEETS C-120 AND C-121 FOR LAYOUT OF ADA
CROSSOVERS.
3. LANDWARD SIDE OF CROSSOVERS SHALL TERMINATE AT
EXISTING BOARDWALK.
4. PILE CAPACITY OF 34 KIPS FOR 14" DIA. PILES LANDWARD
OF DUNE CREST TO BE VERIFIED WITH A PILE DRIVE ANALYZER
WITH A MINIMUM SAFETY FACTOR OF 2.5. AT LEAST ONE OF
THE LANDWARD 14" DIA PILES SHALL BE DYNAMICALLY TESTED.
REFER TO SPECIFICATIONS.
5. PILE CAPACITY OF 35 KIPS FOR 14" DIA. PILES SEAWARD
OF DUNE CREST TO BE VERIFIED WITH A PILE DRIVE ANALYZER
TO ACHIEVE A MINIMUM FACTOR OF SAFETY OF 2.5. AT LEAST
ONE OF THE SEAWARD 14" DIA PILES SHALL BE DYNAMICALLY
TESTED. REFER TO SPECIFICATIONS.
6. TYPICAL ULTIMATE PILE CAPACITY OF 18 KIPS AT ALL
OTHER PILES TO BE ACHIEVED WITH A MINIMUM SAFETY
FACTOR OF 3.0
14" DIA. PILES AT
SEAWARD ENDS OF
TRUSS SPAN. MIN TIP
ELEV. -17.0'
14" DIA. PILES AT LANDWARD
ENDS OF TRUSS SPAN TO
HAVE 20'-0" MIN EMBED
PROPOSED
GRADE
38'-0" MAIN SPAN
12" DIA. PILE ON LANDWARD
SIDE OF DUNE TO HAVE MIN
15'-0" EMBED, TYP.
SEE 2/S-203 FOR SIMILAR
SEAWARD ELEVATION
S-204
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S-204
ADA CROSSOVER ELEVATION - BEACH 11TH
3/16" = 1'-0"
AutoCAD SHX Text
14" DIA. PILES AT ENDS
OF TRUSS SPAN
DECKINGSTRINGERFLOOR BEAM CENTERED
BETWEEN TRUSS
CONNECTIONS, TYP.
BOTTOM CHORD
WEB MEMBER, TYP.
TOP CHORD
NOTES:
1. SEE SHEET C-200 FOR LOCATION OF ADA CROSSOVERS.
2. SEE SHEETS C-101 THRU C-104 FOR LAYOUT OF ADA CROSSOVERS.
3. LANDWARD SIDE OF CROSSOVER SHALL TERMINATE AT
PEDESTRIAN WALKWAY. SEE SHEETS C-301 THRU C-303.
4. ALL TIMBER MEMBERS ARE TO BE SOUTHERN PINE UNLESS
OTHERWISE NOTED. REFER TO SPECIFICATIONS FOR TIMBER
TREATMENTS.
S-502
SEE S-502 FOR
HANDRAIL ASSEMBLY
S-501
60° TYP.
SEE 3/S-503SEE 3/S-504 SEE 2/S-504
SEE 1/S-504
60° TYP.60° TYP.
TRUSS BOTTOM
CHORD
TRUSS BOTTOM
CHORD TRUSS FLOOR BEAM,
TYP.
6X8 TRUSS BRACING IN PLANE
OF AND CONNECTED TO FLOOR
BEAMS, TYP.
SEE 4/S-504
SEE 5/S-504
SEE 6/S-504
19°
19°
36°, TYP.
S-501
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IDENTIFICATION
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AP
PR
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SU
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US Army Corps of Engineers
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8-
S-501
CROSSOVER MAIN SPAN ELEVATION
1/2" = 1'-0"
S-501
CROSSOVER MAIN SPAN BRACING LAYOUT
1" = 1'-0"
AutoCAD SHX Text
#7 @ 6" MAX, 3" MIN
COVER
1' -0
" M
IN
4" M
IN 5" MIN EDGE
DISTANCE
EMBED INTO EXISTING PILE
CAP USING HILTI HIT-HY
200 EPOXY ADHESIVE OR
EQUIVALENT
EXTEND 4'-2" FROM FACE OF PILE CAP SUPPORT
2H 1V
HAUNCH AT
SUPPORT FACE
EXISTING CONCRETE
PILE CAP
NEW 12" SLAB
2" EXPANSION JOINT WITH
PRE-MOLDED JOINT FILLER
AND JOINT SEALANT BETWEEN
NEW AND EXISTING SLAB
EXTEND 4'-2" FROM FACE OF PILE CAP SUPPORT
EXTEND 4'-2" FROM FACE OF PILE CAP SUPPORT
1' -3
" M
INEMBED INTO EXISTING PILE CAP
USING HILTI HIT-HY 200 EPOXY
ADHESIVE OR EQUIVALENT
EXISTING CONCRETE
PILE CAP
#7 @ 6" MAX, 3"
MIN COVER
#9 @ 12" MAX,
EXTENDED INTO
SLAB DECK ABOVE
5" MIN COVER
4' -6
#7 @ 12" MAX
SPACING, TYP.
1'-5" ±
2H 1V
HAUNCH AT
SUPPORT FACE
1'-2" TYP.
LAP SPLICE MIN LENGTH
MINIMUM LAP SPLICE LENGTHS
#6 BAR: 4'-2"
#7 BAR: 4'-10"
CONCRETE SLAB/CAP
REINFORCING BAR, TYP.
NOTES:
1. MINIMUM INSIDE BEND DIAMETER OF HOOK TO BE 6
TIMES THE BAR DIAMETER
2. STEEL REINFORCEMENT BARS TO BE GR. 60 EPOXY
REBAR, FY = 60 KSI
3. LAP SPLICE REINFORCEMENT PER DETAIL 4/S-304 AS
NEEDED.
#7 @ 6" MAX, 3" MIN
COVER
EXTEND 4'-2" FROM FACE OF PILE CAP SUPPORT
NEW SLAB
REINFORCED DUNE
CONCRETE CAP.
SEE DETAIL 1/S-509
3' -0
M
IN
EMBED INTO
DUNE PILE CAP
4" CHAMFER, TYP. AT
ALL EXPOSED
CORNERS AND JOINTS
1' -6
" A
BO
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D
U N
E C
AP
#4 @ 12" MAX
EXTEND 2'-0" MIN, TYP.
8"
A
BO
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D
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AP
IN
TO
S
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B
REINFORCED DUNE CONCRETE
CAP STEPPED UP AT EITHER
SIDE OF NEW SLAB. SEE DETAIL
1/S-509
CROSSOVER SHEET PILE CAP TOP
ELEVATION TO MATCH DUNE CAP
ELEVATION AT +17.0FT
REFER TO DETAIL 3/S-507
FOR CROSSOVER PILE
CAP REINFORCEMENT
EXTEND LONG.
REINFORCEMENT TO 11
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EXTEND LONG.
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RAMP SECTION AT LANDWARD SUPPORT PILE CAP
1" = 1'-0"
S-5083 S-508
BEARING WALL REINFORCEMENT
1" = 1'-0"
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TYPICAL LAP SPLICE DETAIL
3/4" = 1'-0"
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RAMP SECTION AT DUNE PILE CAP SUPPORT
1" = 1'-0"
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RAMP PILE CAP CONNECTION AT DUNE PILE CAP
1" = 1'-0"
AutoCAD SHX Text
TIE BAR, TYP.
4'-10" MIN LAP TYP.
SUBSEQUENT STAGE
5" C
LR
, T
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U .N
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4' -0
1' -0
4" KEY
1' -6
TYP CONSTRUCTION JOINT
#7 BAR, TYP.
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TYPICAL SECTION - CAP AND SHEET PILE
3/4" = 1'-0"
S-509
TYPICAL EXPANSION JOINT DETAIL
N.T.S.
4'-0"
6' -0
3' -0
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NZ 14 SHEET PILE, GR.
60 OR EQUIVALENT
SEE C-501 AND C-502
FOR TYPICAL TIP EL.
SLOPE CAP 1/8" PER FOOT
5" CLR (TYP)
#6 @ 12"
(TYP)
#7 @ 12" MAX
(TYP)
5" CLR
(TYP, UNO)
2" CLR TO
SHEET PILE
(TYP, UNO)
3/4" CHAMFER, TYP ALL EXPOSED
CORNERS AND ALL JOINTS
1/2"
3/4" CHAMFER (TYP)
OCEAN SIDELAND SIDE
JOINT SEALANT
APPLY BOND
BREAKER
BACKER ROD
PREMOLDED
JOINT FILLER
SEE NOTE 2
SEE NOTE 1
#6 TIES @ 12" MAX, TYP
#7 @ 12" MAX
EACH FACE
CL CAP AND SHEET PILE
VARIES +10.0' TO +17.0'
SEE C-501 AND C-502
NOTES:
1. SEE C-501 AND C-502 FOR REINFORCED DUNE AND ARMOR STONE DETAILS.
2. PLACE EXPANSION JOINTS EVERY 20'-0" MAX ALONG CAP.
3. SHEET PILE CONTINUOUS THROUGH EXPANSION JOINTS.
4. CONTRACTOR TO PROVIDE CONSTRUCTION JOINTS AS NEEDED PER DETAIL 3.
5. REINFORCEMENT IN CONCRETE CAP TO BE GR. 60 EPOXY-COATED.
VARIES +11.0' TO +18.0'
SEE C-501 AND C-502
S-509
TYPICAL CONSTRUCTION JOINT DETAIL
N.T.S.
3' -0
" M
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FIELD DRILL SHEET PILE
TO ALLOW FOR TIE BAR TO
PASS THROUGH WALL, TYP.
AutoCAD SHX Text
| Rockaway Structural Drawings-S-101.pdf |
| Sheets and Views |
| 67 S-101 |
| Rockaway Structural Drawings-S-102.pdf |
| Sheets and Views |
| 68 S-102 |
| Rockaway Structural Drawings-S-103.pdf |
| Sheets and Views |
| 69 S-103 |
| Rockaway Structural Drawings-S-104.pdf |
| Sheets and Views |
| 70 S-104 |
File details come from the government source that posted it. Updated .