Dock Of Charge Withcranes DWG Section for AutoCAD

Details of dock for charge – Section A-A and B-B

Drawing labels, details, and other text information extracted from the CAD file:

checked by:, date, description, mark, drawing no., date, proj. no., approved by:, drawn by:, designed by:, reserved for stamps, new orleans, la – columbus, oh – pittsburgh, pa, iver, consulting, xx-xx, cad drawing no.:, date:, checked by:, drawn by:, approved by:, designed by:, this document is not the original, but is an electronically transmitted copy. the original contract document resides with river consulting this document may not be copied, modified, or used in any way other than that specifically authorized by river consulting, coal import project, for, kinder morgan terminals, charleston,, south carolina, drawing title, x-x, top of dock, dredged bottom, steel pipe piles, traveling hopper, transfer tower, take-up tower, traveling crane, cone rubber fender, maintenance shed, clamshell bucket, bollard c, crane rail, c fender, curb, crown for drainage, section a, elevation, section b

Raw text data extracted from CAD file:

Checked by: By Date Description Mark DRAWING NO. DATE PROJ. NO. Approved by: Drawn by: c River Consulting, 2005 All rights reserved No commercial or other use of this document or its contents, and no reproduction or other copying, is permitted without the written authorization of River Consulting Designed by: RESERVED FOR STAMPS New Orleans, La – Columbus, Oh – Pittsburgh, Pa IVER CONSULTING XX-XX AUGUST 2005 CAD DRAWING NO.: 2026 DATE: CHECKED BY: DRAWN BY: APPROVED BY: DRAWING NO. DESIGNED BY: This document is NOT the original, but is an electronically transmitted copy. The original contract document resides with River Consulting This document may not be copied, modified, or used in any way other than that specifically authorized by River Consulting COAL IMPORT PROJECT FOR KINDER MORGAN TERMINALS CHARLESTON, SOUTH CAROLINA DRAWING TITLE DRAWING TITLE 8′-0″ 22′-0″ 22′-0″ 6′-0″ X-X X 58′-0″ 58′-0″ 12′-0″ MAX. 164′-1″ 18′-0″ 112′-0″ WORKING RADIUS 10′-6″ 8′-0″ 11′-0″ 11′-0″ 11′-0″ 11′-0″ 6′-0″ 6′-6″± CONC. SLAB 1′-2″ 4′-0″ 8′-3″ 2′-3″ 75′-2″ 95′-4″ 127′-7″ CONC. SLAB 1′-2″ 4′-0″ 5′-3″ 1′-2″ 552′-0″ 5 5 5 5 TOP OF DOCK EL. +12.20′ (MLLW) EL. -47.00′ MLLW EL. ±0.00 DREDGED BOTTOM MHHW EL. +5.76′ STEEL PIPE PILES 100T BOLLARD (TYP.) (TYP.) 28 1 EL. +10.04′ (NGVD 29) 36″d x 5/8 WT MLLW EL. ±0.00′ MHHW EL. +5.76′ 5 5 5 (TYP.) WP EL. +15.45′ (MLLW) TRAVELING HOPPER TRANSFER TOWER TAKE-UP TOWER (TYP.) TRAVELING CRANE TRAVELING CRANE CONE RUBBER FENDER (TYP.) SCN 1400 EL. +13.29′ (NGVD 29) MAINTENANCE SHED CLAMSHELL BUCKET MAX. <> 5 112′-0″ WORKING RADIUS A B C D E 5 5 5 5 5 5 5 6′-6″± BOLLARD C L MAINTENANCE SHED CONC. SLAB <> 5 CRANE RAIL EL. +12.20′ (MLLW) A C E CRANE RAIL EL. +12.20′ 5 5 TRAVELING CRANE 5 5 5 CONC. SLAB <> 5 L C BC-20 5 5 C FENDER L CURB CROWN FOR DRAINAGE CURB 5 SECTION A 1″=30′-0″ ELEVATION 1″=30′-0″ SECTION B 1″=30′-0″ EL. -47.00′ DREDGED BOTTOM TOP OF DOCK EL. +12.20′ EL. +10.04′ (NGVD 29) MLLW EL. ±0.00′ MHHW EL. +5.76′ MLLW EL. ±0.00′ MHHW EL. +5.76′ TOP OF DOCK EL. +12.20′ (MLLW) EL. +10.04′ (NGVD 29) EL. -47.00′ DREDGED BOTTOM 36″d X 5/8″ WT STEEL PIPE PILES (TYP.) 36″d x 5/8″ WT STEEL PIPE PILES (TYP.)