DRAWINGS_-_W912DW19B0008_-_2_of_3.pdf
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.5
.5
SOLDIER PILES WHERE POSSIBLE
ALIGN POST SPACING WITH
6'-0" MAX O.C.
.7
.7
"2
3"
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109876 of Engineers
US Army Corps
SHEET ID
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File Path: I:\AECDesigns\FY19_P2-395621_ACEC\Con_Docs\CAD_Sheets\Civil\PN395621_ACEC-C-501DET.dgn
Plot Date:
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NOTES:
NOT TO SCALEA4
LAGGING
CONCRETE CONNECTION DETAIL
3/16" THICK TUBE
2" SQUARE TUBE,
TYPE 304 SST POST
BOLTS, TYP
WWITH 3/8" ANTI-THEFT
BOLT TABS TOGETHER
NOT TO SCALED1
RAILING - ELEVATION VIEW
NOT TO SCALEA1
A4 A1
C-501
THE LAGGING OR CONCRETE PLUG.
NOTES: 1. THIS DETAIL IS FOR CONNECTING TO
"8
3 TYP
ON SEAWALL
DEPENDANT ON LOCATION
TYPE OF CONNECTION
3" X 3" X 1/4" THICK
TYPE 304 SST,
WELDED WIRE MESH
TOGETHER
AND WELD CORNERS
BAR TO ANGLE BACK. MITER
WELD 1.5" X 1/4" SST FLAT
WELD MESH TO ANGLE BACK.
1.5" X 1.5" X 1/4" ANGLE. TACK
MESH FRAME - TYPE 304 SST
TO THE TOP
ON TUBE, WELDED
PROVIDE 3/16" CAP
AND MESH FRAME
WELD (3) EA TO POST
LOOSE FIT HOLES, TYP
1.5" X 1.5" X 1/4" WITH
TYPE 304 SST TAB
TYP
"8
STEEL PLATE
STAINLESS
21" X 15" x 1/2"
TYP
"16
WATER-TIGHT
NOT NEED TO BE
PILE/ANGLES. GASKET DOES
PLATE AND CARBON STEEL
BETWEEN STAINLESS STEEL
PROVIDE ISOLATING GASKET
L3X3X1/4 X 14.5" LONG
SOLDIER PILE CONNECTION DETAIL
OPTION FOR EASE OF HANDLING.
THICKNESS (AND ASSOCIATED WELDS) AT THEIR
HOLES. CONTRACTOR MAY INCREASE ANGLE
AS THE STEEL PILE, INCLUDING INSIDE OF BOLT
3. ENSURE THAT ANGLE RECEIVES THE SAME COATING
ASTM D229.
ABSORPTION SHALL BE LESS THAN 1.5% PER
LEAST 300 VOLTS/MIL PER ASTM D149. WATER
ASTM D695. DIELECTRIC STRENGTH SHALL BE AT
COMPRESSION STRENGTH SHALL BE 18,000 psi PER
MINIMUM QUALITIES: MINIMUM WASHER
2. ISOLATING MATERIAL SHALL HAVE THE FOLLOWING
INDICATED BELOW.
THE SAME MINIMUM MATERIAL PROPERTIES AS
SHALL BE MADE OF A SIMILAR MATERIAL, WITH
STANDARD, OFF-THE-SHELF PRODUCT. GASKET
1. ISOLATION SLEEVES AND WASHERS SHALL BE A
NOTES:
ANCHORS SHALL BE A304 STAINLESS STEEL.
TO POSTS, BASEPLATE, MESH, FASTENERS, AND
ALL RAILING MATERIALS, INCLUDING BUT NOT LIMITED5.
PART OF FABRICATION DRAWINGS FOR APPROVAL.
DETAILS BASED ON SIMILAR RAILING SYSTEMS AS
RAILING SYSTEM. PROVIDE TYPICAL INDUSTRY
CONTRACTOR TO PROVIDE COMPLETE AND USABLE4.
DOES NOT ALLOW.
ATTACH POSTS TO PILES, EXCEPT WHERE SPACING 3.
CONSTRUCTION MANUAL.
AS GIVEN IN AMERICAN INSTITUTE OF STEEL
PIPE DIAMETERS SHOWN ARE "NOMINAL" DIAMETERS 2.
RAILS PARALLEL TO GRADE.
ALL POSTS AND BALUSTERS MUST BE PLUMB AND 1.
EDGE DISTANCE
ISOLATING WASHERS. PROVIDE 1.5"
USE ISOLATING SLEEVE IN HOLE, AND
1/2" STAINLESS STEEL BOLTS (4 PLACES).
TYP
TYP
CENTERLINE OF LAGGING (WHERE USED)
BOLT HOLES. INSTALL PLATE AT
PROVIDE 1.5" EDGE DISTANCE FOR
10" X 10" X 1/2" STAINLESS STEEL PLATE.
ADHESIVE EPOXY OR APPROVED EQUAL
EMBED RODS WITH HILTI HIT-RE 500 V3
RODS (4 PLACES), WITH 6" MIN. EMBED.
1/2" DIA. STAINLESS STEEL ANCHOR
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BEACH DR SWS
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SA
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SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
CB DSD
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EX. 18" RCP
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18" TALL CONCRETE SEAT WALL
AutoCAD SHX Text
ACCESSIBLE CONCRETE PATH, 1.75% MAX CROSS SLOPE
AutoCAD SHX Text
AutoCAD SHX Text L501
AutoCAD SHX Text
AutoCAD SHX Text L501
AutoCAD SHX Text
VERTICAL RAILING, SEE C501
AutoCAD SHX Text
SALT TOLERANT GRASS SEED
AutoCAD SHX Text
PROTECT EXISTING IRRIGATION POINT OF CONNECTION
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SCALE IN FEET
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10018
EX
. 8
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EX
. 1
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EX
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EX. 4" GL G
G
G G
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EX. 18" RCP
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
10018
EX
. 8
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EX
. 1
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. 1
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EX
. 1
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L
EX
. 1
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EX. 4" GL G
G
G G
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EX. 18" RCP
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
10018
EX
. 8
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EX. 12" WL
EX
. 1
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. 1
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EX
. 1
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EX
. 1
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L EX. 12" WL
EX. 4" GL G
G
G G
G G
G G
G G
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EX. 18" RCP
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SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
10018
EX
. 8
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EX. 12" WL
EX
. 1
2" W
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. 1
2" W
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EX
. 1
2" W
L
EX
. 1
2" W
L EX. 12" WL
EX. 4" GL G
G
G G
G G
G G
G G
G G
G G
G G
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G G
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EX. 18" RCP
SO
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G
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109876
US Army Corps of Engineers
SHEET ID
IS
SU
E D
AT
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95% DESIGN SUBMITTAL
LANDSCAPE PLAN 31 SCALE: 1" = 1'-0"
M
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NEW BENCH
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ACCESSIBLE CONCRETE PATH, 1.75% MAX CROSS SLOPE
AutoCAD SHX Text
AutoCAD SHX Text L501
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AutoCAD SHX Text L501
AutoCAD SHX Text
VERTICAL RAILING, SEE C501
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SALT TOLERANT GRASS SEED
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SALT TOLERANT GRASS SEED
AutoCAD SHX Text
SCALE IN FEET
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AutoCAD SHX Text
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AutoCAD SHX Text
CRUSHED SURFACING BASE COURSE.
CRUSHED SURFACING
BASE COURSE
31 00 00
COMPACT PER 31 00 00 SPECIFICATION.
L-501
S-001
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MATERIAL PROPERTIES AND REQUIREMENTS:
DESIGN CRITERIA:
(29 SEPTEMBER 1983)
EM_1110-2-2502 - RETAINING AND FLOOD WALLS
(30 JUNE 1992)
EM_1110-2-2104 - STRENGTH DESIGN OF REINFORCED CONCRETE
(AMERICAN CONCRETE INSTITUTE)
ACI 318-14
(AMERICAN INSTITUTE OF STEEL CONSTRUCTION)
AISC 15TH EDITION
SOLDIER PILES - SEE SPECIFICATION 31 63 29.5.
SEE SPECIFICATION 03 45 00.
LAGGING - USE PRECAST CONCRETE LAGGING.4.
CORROSION PROTECTION. SEE SPECIFICATION 09 97 02.
SOLDIER PILES SHALL BE PAINTED FOR ADEQUATE 3.
TO THE ENGINEER.REPORTED
WOULD MODIFY THE RETAINING WALL SYSTEM SHALL BE
SHOWN ON THE DRAWINGS AND ANY VARIATION WHICH
THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AS 2.
CURRENT CITY OF SEATTLE BUILDING REQUIREMENTS.
ALL METHODS AND MATERIALS SHALL CONFORM TO THE 1.
WELDS: E70XX ELECTRODES PER AWS D1.1.E.
HIGH-STRENGTH BOLTS: ASTM F3125, GRADE A325, TYPE 1.D.
OTHER STRUCTURAL STEEL SHAPES AND PLATES: ASTM A36 (fy = 36 ksi).C.
STRUCTURAL STEEL (W-SHAPES): ASTM A690 (fy = 50 ksi) MARINE STEEL.B.
BUILDING OFFICIALS) WELDERS. WELD PER AWS D.1 USING E70XX ELECTRODES.
ALL WELDS TO BE PREFORMED BY A CERTIFIED WABO (WASHINGTON ASSOCIATION OF A.
STRUCTURAL STEEL 2.
REINFORCING STEEL: ASTM A775/A775M, GRADE 60 (fy = 60 ksi) EPOXY COATED.C.
USE ASTM C1582/C1282M-11 CORROSION INHIBITOR.
USE 5000 PSI CONCRETE MIX CONCRETE FOR SOLDIER PILE FILL AND PRECAST LAGGING.B.
REQUIREMENTS FOR REINFORCED CONCRETE.
ALL METHODS AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF ACI BUILDING A.
CONCRETE1.
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File Path: I:\AECDesigns\FY19_P2-395621_ACEC\Con_Docs\CAD_Sheets\Structural\PN395621_ACEC-S-001LEG.dgn
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(2) #5 REBAR
EDGE OF EXISITING WALL
NEW SHORING WALL
SCALE: 1 1/2" = 1'
LAGGING DETAIL AT BOTTOM
B1
SCALE: 1 1/2" = 1'
LAGGING DETAIL
E1
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SHORING SECTION
A5
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1" CHAMFER (TYP)
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SCALE: 1/4" = 1'
PLAN VIEW
E4
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S-501
E1
S-501
TOP OF LAGGING
IN EMBEDMENT
INHIBITOR IN 5000 PSI CONCRETE
PRIMER COATING USE CORROSION
USE POLYAMIDE CURE AND EPOXY
MARINE GRADE STEEL ASTM 690
W14X193, 50 KSI A690 STEEL
W14X159 EXCEPT PILE #7 & 8 USE
SEE CIVIL SECTIONS (SHEETS C-301, C-302 & C-501) FOR ADDITIONAL DETAILS.
EXISTING WALL
SEE CIVIL
RAILING,
SEE CIVIL
SEE CIVIL FOR CONDITIONS
STD HOOK
# 3 STURRUPS @12" O.C.
OF WALL
OUTSIDE FACE
CUT INTO DRILLED SHAFT
1/2" GROUT RECESS
DRILLED SHAFT
1.5" MAX.
1/2" HOLD BACK ON LAGGING
SEE CIVIL
GRAVEL BACKFILL
SEE CIVIL
GRAVEL BACKFILL
SEE CIVIL
@ CENTER OF LAGGING
WEEP HOLES/DRAINS
FILL WITH 5000 PSI CONCRETE
30" DIAMETER DRILLED SHAFT
GRADING REQUIREMENTS (SEE CIVIL)
TO ENSURE TOP OF WALL MEETS
BOTTOM LAGGING UP TO 3 INCHES
INCREASE OR DECREASE HEIGHT OF
(2) #5 REBAR FOR 6' SPACING OR LESS
(2) #7 REBAR FOR GREATER THAN 6' SPACING
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File Path: I:\AECDesigns\FY19_P2-395621_ACEC\Con_Docs\CAD_Sheets\Structural\PN395621_ACEC-S-501DT1.dgn
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File details come from the government source that posted it.