B08_Attachment_2_Drawings_Rehab_Jacob_RIIS_Rail_GATE.pdf
PDF 22 MB Posted
- Attached to
- GATE-REHAB JACOB RIIS SHIP RAIL
- Solicitation number
- 140P4525R0030
About this file
These engineering drawings are for the "Repair Historic Ship's Rail Park Gate" project (PMIS 245541) scheduled for September 2024, located at a boardwalk site. The project involves repairing and restoring historic ship's rails along a curved boardwalk, with detailed specifications for rail reconstruction.
The drawings include multiple sheets (C1-C5) showing project location, sections, and technical details. Key technical specifications include using Douglas fir handrails, K-alloy T6 cast posts, stainless steel lag bolts, and anodized aluminum components. The design requires placing posts in existing post holes, removing encroaching sand, and matching rail elevations. The project offers a base bid with two additional options (Option A and Option B), allowing flexibility in the scope of rail repair work. Detailed installation notes emphasize that contractors must field verify measurements to ensure accurate historical rail duplication.
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Text version
PMIS
245541
DATE
SEPT '24
REPAIR HISTORIC SHIP'S RAIL
PARK
GATE
PROJECT LOCATION
SHEET
C1
DRAWING
DATE
SEPT '24
REPAIR HISTORIC SHIP'S RAIL
PARK
GATE
SHEET
C2
DRAWING
SECTION G
SECTION H
BASE BID
OPTION A
OPTION B
DATE
SEPT '24
REPAIR HISTORIC SHIP'S RAIL
PARK
GATE
SHEET
C3
DRAWING
SECTION E
SECTION F
SECTION G
SECTION H
BASE BID
DATE
SEPT 2024
REPAIR HISTORIC SHIP'S RAIL
PARK
GATE
SHEET
C4
DRAWING
SECTION A
SECTION B
SECTION C
SECTION D
SECTION E
SECTION F
BASE BID
DATE
SEPT 2024
REPAIR SHIPS RAILS ON
DUNE SIDE OF BOARDWALK
JABA
PARK
GATE
SHEET
C5
DRAWING
NOTES:
1. DETAILS ARE NOT FOR FABRICATION.
DETAILS ARE TO BE USED TO ESTIMATE
FABRICATION COSTS. CONTRACTOR TO
FIELD VERIFY DETAILS TO ENSURE
ACCURATE DUPLICATION OF HISTORIC
SHIPS RAILS UPON AWARD.
2. TOP OF RAIL TO MATCH ELEVATION OF
RAILS ON THE BEACH SIZE OF THE
BOARDWALK
1 SHIP'S RAIL ELEVATION DETIAL
2 SHIP'S RAIL SPLICE DETAIL
2"
3 7 16"
3'-83 4"
1'
2"
10"
1'-11 4"
R15
8" TYP.
R7
8" TYP. POST SLOT
R71 8"
R11 2"
DOUGLAS FIR HANDRAIL
8" DIA. x 2-1/2" SST LAG BOLT WITH WASHER
3-1/2" x 4-1/2" x 38" THICK PLATE
8" ROUND WELD, CONTINUOUS
K-ALLOY T6 CAST POST
1-21/32" ANODIZED ALUMINUM SCHEDULE 80
BASEPLATE
NON-SHRINK GROUT
2" MINIMUM
BOARDWALK
UPWIND SIDE OF DUNE
MAXIMUM SLOPE TO BE 1'-6" OVER 1'
6"
97°
2"
2" DIA. x 5" HDG NUT & BOLT
DOUGLAS FIR WOOD CAP FLUSH OVER BOLT HEADS
USE WATERPROOF NON-SHRINK GLUE
POSTS TO BE PLACED IN EXISTING POST HOLES
1'-71 2"
2"
REMOVE SAND ENCROACHING ON BOARWALK
4" OF BACK SIDE OF CONCRETE FOOTING EXPOSED
8"
BARE SAND EXPOSED BEHIND FOOTING
EXISTING VEGETATION
AMMOPHILA BREVIGULATA - DUNE BEACH GRASS
SPACED 18" ON CENTER IN ALTERNATING ROWS
3 CULMS PER HOLE
| riss ships rail-C1 |
| Sheets and Views |
| riss ships rail-C1 |
| riss ships rail-C2 |
| Sheets and Views |
| riss ships rail-C2 |
| riss ships rail-C3 |
| Sheets and Views |
| riss ships rail-C3 |
| riss ships rail-C4 |
| Sheets and Views |
| riss ships rail-C4 |
| riss ships rail-C5 |
| Sheets and Views |
| riss ships rail-C5 |
File details come from the government source that posted it. Updated .