SM-500 sheets.pdf
PDF 770 KB Posted
- Attached to
- Lexington Tierney Park Improvement Project
- Solicitation number
- 2025-23
- Issued by
- Sanilac County, Michigan
About this file
These structural marine details sheets (SM-5.01 through SM-5.03) are technical drawings prepared by Edgewater Resources for the Village of Lexington, Michigan's Tierney Park Improvements Project. The documents provide detailed engineering specifications for a boardwalk, including plan, section, elevation, and connection details. Key technical elements include 2x12 Southern Pine No. 2 joists, 10" diameter Southern Pine timber piles, 2x6 Kebony timber decking, steel cross beams, and a timber handrail system. The drawings specify precise construction requirements such as joist spacing (10'-0"), pile length (30'), embedment depths, and connection methods using stainless steel fasteners.
The technical specifications emphasize material quality and environmental durability, with requirements for timber treatment (Use Category UC4A for superstructure elements, UC4C for pile elements), stainless steel hardware, and specific installation guidelines. The boardwalk is designed with multiple elevation references, including top of deck at 584.0', USACE Ordinary High Water Mark at 581.5', and lowest water datum at 577.5'. Bidding notes stress the importance of field verification of existing conditions, submission of shop drawings for engineer approval, and adherence to precise fastener spacing and installation methodologies. The project appears to be in the bidding phase, with the documents dated 3/25/25 and marked for bidding purposes.
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Text version
1'- 0"
M
AX
2x12 SOUTHERN PINE NO. 2 JOISTS
C12x20.7 A992 (Fy = 50 KSI) CROSS BEAMS
10" DIA. SP TIMBER PILES
2x12 SOUTHERN PINE NO. 2 FULL DEPTH
BLOCKING @ 3'-3" MAXIMUM O.C. SPACING
13'-0" MAXIMUM (TO FIT)
'-0
SCALE:
BOARDWALK PLAN
3/4"=1'-0" DT-BOARDWALK PLAN
2x6 KEBONY TIMBER DECKING
(OR APPROVED EQUAL)
HOLD DOWN CONNECTION 4
SM-5.01
'-6
" M
IN
IM
UM
E M
BE
DM
EN
T
2x12 SOUTHERN PINE NO. 2 JOISTS
C12x20.7 A992 (Fy = 50 KSI) CROSS BEAMS
13'-0" MAXIMUM (TO FIT)
10" DIA. SP TIMBER PILES - 30' LENGTH
2x6 KEBONY TIMBER DECKING
(OR APPROVED EQUAL)
SCALE:
BOARDWALK ELEVATION
3/4"=1'-0" DT-BOARDWALK ELE
10" DIAMETER SOUTHERN PINE TIMBER PILES - 30' LENGTH GRADE
SCALE:
BOARDWALK SECTION
3/4"=1'-0" DT-BOARDWALK SECT
10'-0"
2x12 SOUTHERN PINE NO. 2
JOISTS @ 12" O.C. SPACING
C12x20.7 A992 (Fy = 50 KSI) CROSS BEAMS
10" DIAMETER SOUTHERN PINE TIMBER PILES - 30' LENGTH
2x6 KEBONY TIMBER DECKINGDOUBLE 2x12 SOUTHERN PINE NO. 2 RIM JOISTS
TOP OF DECK: 584.0'
USACE OHWM: 581.5'
EGLE OHWM: 580.5'
LWD: 577.5'
GRADE
'-6
" M
IN
IM
UM
EM
BE
DM
EN
T
HOLD DOWN CONNECTION 4
SM-5.01
3" 6"
3"
34 DIA. F1554 GR. 36 H.D.G. TREADED ROD
AND ASSOCIATED H.D.G. HARDWARE
SCALE:
HOLD DOWN CONNECTION
HALF (6"=1'-0") DT-HOLD DWN
L3x3x14 A992 STEEL ANGLE, 8" IN LENGTH
8"
2" 6"
1" 2"
2" 1"
(3) #10 STAINLESS STEEL
TRIM-DECK SCREWS WITH
WASHER, WOOD
PENETRATION 11
2"
P:\2023\23-028 LXUP\CAD\SHEETS\SM-5.XX STRUCTURAL MARINE DETAILS.DWG
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
THE REPRODUCTION, COPYING OR
OTHER USE OF THIS DRAWING WITHOUT
WRITTEN CONSENT IS PROHIBITED.
© 2022 EDGEWATER RESOURCES, LLC.
ISSUED FOR:
REVISION
PR
O
JE
C
T
TI
TL
E:
SH
EE
T
TI
TL
E:
518 Broad Street, Suite 200 Saint Joseph, MI 49085
P: 269.932.4502 edgewaterresources.com
PROJ NO.:
DATE
ST
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P A
R K
SM-5.01
NC
NC
23-028
3/25/25
BIDDING
NOTES (APPLY TO ALL DETAILS ON THIS SHEET):
1. PROVIDE PERPENDICULAR FULL DEPTH BLOCKING BETWEEN
JOISTS AT THE MAXIMUM SPACING SHOWN. BLOCKING SHALL BE
INSTALLED WITH TIGHT BEARING AND FACE-NAILED USING (3) 10d
STAINLESS STEEL COMMON NAILS PER END. ALL NAILS SHALL BE
TYPE 316 STAINLESS STEEL, FULL ROUND HEAD, RING-SHANK,
MINIMUM 3" LONG. INSTALL BLOCKING FLUSH WITH TOP OF
JOISTS. ALTERNATE BLOCKING SIDE TO SIDE FOR EASE OF
NAILING.
2. ATTACH DECKING USING #10 STAINLESS STEEL TRIM-DECK
SCREWS THROUGH NAILERS, WITH A MINIMUM OF TWO SCREWS
PER BOARD-TO-NAILER INTERFACE. ALL SCREWS SHALL BE
INSTALLED IN PREDRILLED HOLES. FASTENER SPACING SHALL
FOLLOW MANUFACTURER’S RECOMMENDATIONS AND SHALL BE
NO LESS THAN THE FOLLOWING MINIMUMS (BASED ON SCREW
SHANK DIAMETER OF 0.190 INCHES):
· EDGE DISTANCE: 12 INCH
· END DISTANCE: 1 INCH
· SPACING BETWEEN FASTENERS IN A ROW (PARALLEL TO
GRAIN): 2 INCHES
· SPACING BETWEEN FASTENERS IN A ROW (PERPENDICULAR
TO GRAIN): 1 INCH
· SPACING BETWEEN ROWS OF FASTENERS (IN-LINE): 11
16 INCH
3. ALL WELDS TO BE 70 KSI FILLER MATERIAL.
4. ALL CONNECTIONS TO BE DETAILED IN SHOP DRAWINGS. SHOP
DRAWINGS AND FASTENER PRODUCT INFORMATION TO BE
SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO
PROCUREMENT.
5. SUBMIT FOR ENGINEER APPROVAL: SHOP DRAWINGS; STEEL MILL
CERTIFICATES; AWS CERTIFICATIONS; WELDING METHODOLOGY;
AND FASTENER/HARDWARE PRODUCT INFORMATION.
6. ALL MEMBERS SHOWN ARE CONTINUOUS.
7. ALL SUPERSTRUCTURE TIMBER ELEMENTS TO BE SOUTHERN
PINE NO. 2 CONFORMING TO SPIB & AWC NDS REQUIREMENTS.
THEY SHALL MEET TREATMENT REQUIREMENTS OF USE
CATEGORY UC4A OR BETTER.
8. PILE TIMBER ELEMENTS TO BE SOUTHERN PINE AND CONFORM
TO ASTM D25. PILES SHALL MEET TREATMENT REQUIRES OF USE
CATEGORY UC4C.
4/16/25 1. ADD. 1
SCALE:
BOARDWALK-EXISTING SEAWALL ATTACHMENT PLAN
3/4"=1'-0" DT-BOARDWALK PLAN
P L 12 x3x0'-6" A572 GR. 50
STEEL BEARING PLATE
P L 12 x3x0'-6" A572 GR. 50
STEEL BEARING PLATE
P L 12 x112x0'-6" A572 GR. 50
STEEL BEARING PLATE
EXISTING SHEET PILE WALL,
CONTRACTOR TO FIELD VERIFY
TIMBER BOARDWALK
LEDGER BEAM, FIELD FIT LENGTH TO SPAN TO
NEAREST OUTER FACE OF SHEET PILE
BEYOND EDGE OF BOARDWALK
SM-5.02
SCALE:
BOARDWALK-EXISTING SEAWALL ATTACHMENT SECTION
1 1/2"=1'-0" DT-BOARDWALK PIER ATTACH SECT
EXISTING SHEET
PILE WALL,
CONTRACTOR TO
FIELD VERIFY
C15x33.9 LEDGER BEAM
EXISTING CONCRETE SIDEWALK,
CONTRACTOR TO FIELD VERIFY
EXISTING SSP WALL CAP,
CONTRACTOR TO FIELD VERIFY
DECKING
EACH SHEET 4 @ 12
4 @ 12
TIMBER JOISTS
BEARING PLATES AT
EACH JOIST
INTERSECTION
SM-5.02
ADA ACCESSIBLE TRANSITION
PLATE, SEE NOTE 10
SCALE:
HOLD DOWN NEAR BOARDWALK-EXISTING SEAWALL
3"=1'-0" DT-HOLD DWN PIER ATTACH
L3x3x14 A992 STEEL ANGLE, 8" IN LENGTH
1'-
6"
1" 2"
2" 1"
(3) #10 STAINLESS STEEL TRIM-DECK SCREWS
WITH WASHER, WOOD PENETRATION 11
2"
STEEL CROSS BEAM
P:\2023\23-028 LXUP\CAD\SHEETS\SM-5.XX STRUCTURAL MARINE DETAILS.DWG
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
THE REPRODUCTION, COPYING OR
OTHER USE OF THIS DRAWING WITHOUT
WRITTEN CONSENT IS PROHIBITED.
© 2022 EDGEWATER RESOURCES, LLC.
ISSUED FOR:
REVISION
PR
O
JE
C
T
TI
TL
E:
SH
EE
T
TI
TL
E:
518 Broad Street, Suite 200 Saint Joseph, MI 49085
P: 269.932.4502 edgewaterresources.com
PROJ NO.:
DATE
ST
R
U C
TU
R
AL
M
AR
IN
E D
ET
AI
LS
VI
LL
AG
E
O F
LE
XI
N G
TO
N
, M I
IM
PR
O
VE
M
EN
TS
P
R O
JE
C
T
TI
ER
N
EY
P A
R K
SM-5.02
NC
NC
23-028
3/25/25
BIDDING
NOTES (APPLY TO ALL DETAILS ON THIS SHEET):
1. PROVIDE PERPENDICULAR FULL DEPTH BLOCKING BETWEEN JOISTS AT THE MAXIMUM SPACING SHOWN. BLOCKING SHALL BE INSTALLED
WITH TIGHT BEARING AND FACE-NAILED USING (3) 10d STAINLESS STEEL COMMON NAILS PER END. ALL NAILS SHALL BE TYPE 316 STAINLESS STEEL, FULL ROUND HEAD, RING-SHANK, MINIMUM 3" LONG. INSTALL BLOCKING FLUSH WITH TOP OF JOISTS. ALTERNATE
BLOCKING SIDE TO SIDE FOR EASE OF NAILING.
2. ATTACH DECKING USING #10 STAINLESS STEEL TRIM-DECK SCREWS THROUGH NAILERS, WITH A MINIMUM OF TWO SCREWS PER BOARD-TO-NAILER INTERFACE. ALL SCREWS SHALL BE INSTALLED IN PREDRILLED HOLES. FASTENER SPACING SHALL FOLLOW MANUFACTURER’S RECOMMENDATIONS AND SHALL BE NO LESS THAN THE FOLLOWING MINIMUMS (BASED ON SCREW SHANK DIAMETER OF
0.190 INCHES):
· EDGE DISTANCE: 12 INCH
· END DISTANCE: 1 INCH
· SPACING BETWEEN FASTENERS IN A ROW (PARALLEL TO GRAIN): 2 INCHES
· SPACING BETWEEN FASTENERS IN A ROW (PERPENDICULAR TO GRAIN): 1 INCH
· SPACING BETWEEN ROWS OF FASTENERS (IN-LINE): 11
16 INCH
3. ALL WELDS TO BE 70 KSI FILLER MATERIAL.
4. ALL CONNECTIONS TO BE DETAILED IN SHOP DRAWINGS. SHOP DRAWINGS AND FASTENER PRODUCT INFORMATION TO BE SUBMITTED TO
ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCUREMENT.
5. SUBMIT FOR ENGINEER APPROVAL: SHOP DRAWINGS; STEEL MILL CERTIFICATES; AWS CERTIFICATIONS; WELDING METHODOLOGY; AND
FASTENER/HARDWARE PRODUCT INFORMATION.
6. ALL MEMBERS SHOWN ARE CONTINUOUS.
7. ALL SUPERSTRUCTURE TIMBER ELEMENTS TO BE SOUTHERN PINE NO. 2 CONFORMING TO SPIB & AWC NDS REQUIREMENTS. THEY SHALL
MEET TREATMENT REQUIREMENTS OF USE CATEGORY UC4A OR BETTER.
8. PILE TIMBER ELEMENTS TO BE SOUTHERN PINE AND CONFORM TO ASTM D25. PILES SHALL MEET TREATMENT REQUIRES OF USE
CATEGORY UC4C.
9. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. THIS INCLUDES, BUT IS NOT
LIMITED TO, DIMENSIONS AND ELEVATION OF EXISTING SHEET PILE WALL AND CONCRETE SIDEWALK, GEOMETRY AND CONDITION OF THE EXISTING STEEL SHEET PILE CAP, CLEARANCE AND ALIGNMENT FOR LEDGER BEAM CONNECTION, AND PRESENCE OF ANY CONFLICTING ANCHORAGES, EMBEDDED ITEMS, OR DETERIORATED MATERIALS. ANY DISCREPANCIES OR UNCERTAIN CONDITIONS SHALL BE REPORTED TO THE ENGINEER. CONTRACTOR SHALL NOT CUT OR MODIFY STRUCTURAL STEEL MEMBERS WITHOUT PRIOR APPROVAL FROM THE
ENGINEER.
10. INSTALL A PREMANUFACTURED TRANSITION PLATE SUITABLE FOR MARINE ENVIRONMENTS AND ADA COMPLIANT. CONTRACTOR SHALL SUBMIT MANUFACTURER’S PRODUCT INFORMATION AND INSTALLATION REQUIREMENTS TO THE ENGINEER FOR REVIEW PRIOR TO PROCUREMENT. INSTALL PER MANUFACTURER’S INSTRUCTIONS OR AS DIRECTED BY THE ENGINEER.
SCALE:
BOARDWALK RAILING
3/4"=1'-0" DT-BOARDWALK RAIL
VARIES
2'- 2"
2'- 71 2"
2x6 TIMBER HANDRAIL4x4 TIMBER POST 8' ON CENTER 2x2 TIMBER POST
5.5" ON CENTER
2x4 TIMBER BASE
MOUNTING BRACKET
P:\2023\23-028 LXUP\CAD\SHEETS\SM-5.XX STRUCTURAL MARINE DETAILS.DWG
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
THE REPRODUCTION, COPYING OR
OTHER USE OF THIS DRAWING WITHOUT
WRITTEN CONSENT IS PROHIBITED.
© 2022 EDGEWATER RESOURCES, LLC.
ISSUED FOR:
REVISION
PR
O
JE
C
T
TI
TL
E:
SH
EE
T
TI
TL
E:
518 Broad Street, Suite 200 Saint Joseph, MI 49085
P: 269.932.4502 edgewaterresources.com
PROJ NO.:
DATE
ST
R
U C
TU
R
AL
M
AR
IN
E D
ET
AI
LS
VI
LL
AG
E
O F
LE
XI
N G
TO
N
, M I
IM
PR
O
VE
M
EN
TS
P
R O
JE
C
T
TI
ER
N
EY
P A
R K
SM-5.03
NC
NC
23-028
3/25/25
BIDDING
NOTES (APPLY TO ALL DETAILS ON THIS SHEET):
1. PROVIDE PERPENDICULAR FULL DEPTH BLOCKING BETWEEN JOISTS AT THE MAXIMUM SPACING SHOWN. BLOCKING SHALL BE INSTALLED
WITH TIGHT BEARING AND FACE-NAILED USING (3) 10d STAINLESS STEEL COMMON NAILS PER END. ALL NAILS SHALL BE TYPE 316 STAINLESS STEEL, FULL ROUND HEAD, RING-SHANK, MINIMUM 3" LONG. INSTALL BLOCKING FLUSH WITH TOP OF JOISTS. ALTERNATE
BLOCKING SIDE TO SIDE FOR EASE OF NAILING.
2. ATTACH DECKING USING #10 STAINLESS STEEL TRIM-DECK SCREWS THROUGH NAILERS, WITH A MINIMUM OF TWO SCREWS PER BOARD-TO-NAILER INTERFACE. ALL SCREWS SHALL BE INSTALLED IN PREDRILLED HOLES. FASTENER SPACING SHALL FOLLOW MANUFACTURER’S RECOMMENDATIONS AND SHALL BE NO LESS THAN THE FOLLOWING MINIMUMS (BASED ON SCREW SHANK DIAMETER OF
0.190 INCHES):
· EDGE DISTANCE: 12 INCH
· END DISTANCE: 1 INCH
· SPACING BETWEEN FASTENERS IN A ROW (PARALLEL TO GRAIN): 2 INCHES
· SPACING BETWEEN FASTENERS IN A ROW (PERPENDICULAR TO GRAIN): 1 INCH
· SPACING BETWEEN ROWS OF FASTENERS (IN-LINE): 11
16 INCH
3. ALL WELDS TO BE 70 KSI FILLER MATERIAL.
4. ALL CONNECTIONS TO BE DETAILED IN SHOP DRAWINGS. SHOP DRAWINGS AND FASTENER PRODUCT INFORMATION TO BE SUBMITTED TO
ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCUREMENT.
5. SUBMIT FOR ENGINEER APPROVAL: SHOP DRAWINGS; STEEL MILL CERTIFICATES; AWS CERTIFICATIONS; WELDING METHODOLOGY; AND
FASTENER/HARDWARE PRODUCT INFORMATION.
6. ALL MEMBERS SHOWN ARE CONTINUOUS.
7. ALL SUPERSTRUCTURE TIMBER ELEMENTS TO BE SOUTHERN PINE NO. 2 CONFORMING TO SPIB & AWC NDS REQUIREMENTS. THEY SHALL
MEET TREATMENT REQUIREMENTS OF USE CATEGORY UC4A OR BETTER.
8. PILE TIMBER ELEMENTS TO BE SOUTHERN PINE AND CONFORM TO ASTM D25. PILES SHALL MEET TREATMENT REQUIRES OF USE
CATEGORY UC4C.
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