Attachment D_SLS-370-283_ Eisenhower and Snell Lock North Side Paving Improvements-full set.pdf

PDF 6 MB Posted Jun 3, 2026

Attached to: Paving Improvements at Eisenhower and Snell Locks Federal contract opportunity
Solicitation number: 6923G526Q0063
Issued by: Department of Transportation Saint Lawrence Seaway Development Corporation

About this file

Written by GovTribe AI · Jun 3, 2026

This document is a set of engineering drawings and site plans for paving improvements at the Eisenhower and Snell Locks on the Great Lakes St. Lawrence Seaway, operated by the Great Lakes St. Lawrence Seaway Development Corporation under the United States Department of Transportation.

The drawing set includes vicinity and locality maps, existing site utility plans for three sections of Eisenhower Lock and three sections of Snell Lock, and proposed site paving plans for the same six lock sections. The drawings show the current infrastructure including utility lines, buildings, and drainage systems, along with proposed paving limits indicated by crosshatch patterns. The paving detail sheet specifies a multi-layer pavement structure consisting of a 1-1/2" top course, 1-1/4" binder course, removal of 14" of existing material with crusher run stone base, and a geotextile layer over compact existing subgrade. The specifications reference ASTM standards for materials and note requirements for drainage, compaction, surface preparation, and joint sealing. Key notes instruct the contractor to verify all utility locations before construction, obtain permits from UDIG-NY and local authorities, and coordinate with the Seaway Development Corporation for access and scheduling. The drawings are scaled and include comprehensive legends for symbols representing existing conditions such as underground utilities, drainage systems, structures, and site features.

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Other files for this federal contract opportunity

Other files attached to Paving Improvements at Eisenhower and Snell Locks, newest first.
File	Type	Posted
6923G526Q0063 QA (Rev1).xlsx	XLSX spreadsheet	Jun 17, 2026
SPOILS DISPOSAL AREA ORTHO.pdf	PDF	Jun 17, 2026
6923G526Q0063A00001.pdf	PDF	Jun 17, 2026
6923G526Q0063 QA.xlsx	XLSX spreadsheet	Jun 17, 2026
SLS-326-300-SPOILS DISPOSAL AREA.pdf	PDF	Jun 17, 2026
Attachment E_Specifications Combined.pdf	PDF	Jun 3, 2026
Attachment A_SOW.pdf	PDF	Jun 3, 2026
RFQ 6923G526Q0063.pdf	PDF	Jun 3, 2026
Attachment C_Davis Bacon Wage Determination.pdf	PDF	Jun 3, 2026
Attachment B_Pricing Sheet.xlsx	XLSX spreadsheet	Jun 3, 2026

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SLS-370-283/1

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AS SHOWN

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DATE:

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SHEET:

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DWG. NO.

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APPROVED:

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DATE

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DESCRIPTION

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REV.

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BLDG. NO.:

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PROJECT NO:

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LOCATION:

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PROJECT TITLE:

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EISENHOWER & SNELL LOCKS

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AKC

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DMD

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AKC

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NORTH SIDE PAVING IMPROVEMENTS

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EISENHOWER & SNELL LOCKS NORTH SIDE PAVING IMPROVEMENTS

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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION

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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE

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COVER SHEET

AutoCAD SHX Text UNITED STATES DEPARTMENT OF TRANSPORTATION GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION

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EISENHOWER & SNELL LOCKS NORTH SIDE PAVING IMPROVEMENTS

DRAWING LIST SLS-370-283/1 COVER SHEET COVER SHEET SLS-370-283/2 VICINITY & LOCALITY MAPS VICINITY & LOCALITY MAPS SLS-370-283/3 EXISTING SITE UTILITY MAP - EISENHOWER LOCK 1 EXISTING SITE UTILITY MAP - EISENHOWER LOCK 1 SLS-370-283/4 EXISTING SITE UTILITY MAP - EISENHOWER LOCK 2 EXISTING SITE UTILITY MAP - EISENHOWER LOCK 2 SLS-370-283/5 EXISTING SITE UTILITY MAP - EISENHOWER LOCK 3 EXISTING SITE UTILITY MAP - EISENHOWER LOCK 3 SLS-370-283/6 EXISTING SITE UTILITY MAP - SNELL LOCK 1 EXISTING SITE UTILITY MAP - SNELL LOCK 1 SLS-370-283/7 EXISTING SITE UTILITY MAP - SNELL LOCK 2 EXISTING SITE UTILITY MAP - SNELL LOCK 2 SLS-370-283/8 EXISTING SITE UTILITY MAP - SNELL LOCK 3 EXISTING SITE UTILITY MAP - SNELL LOCK 3 SLS-370-283/9 SITE PAVING PLAN - EISENHOWER LOCK 1 SITE PAVING PLAN - EISENHOWER LOCK 1 SLS-370-283/10 SITE PAVING PLAN - EISENHOWER LOCK 2 SITE PAVING PLAN - EISENHOWER LOCK 2 SLS-370-283/11 SITE PAVING PLAN - EISENHOWER LOCK 3 SITE PAVING PLAN - EISENHOWER LOCK 3 SLS-370-283/12 SITE PAVING PLAN - SNELL LOCK 1 SITE PAVING PLAN - SNELL LOCK 1 SLS-370-283/13 SITE PAVING PLAN - SNELL LOCK 2 SITE PAVING PLAN - SNELL LOCK 2 SLS-370-283/14 SITE PAVING PLAN - SNELL LOCK 3 SITE PAVING PLAN - SNELL LOCK 3 SLS-370-283/15 PAVING DETAILSPAVING DETAILS

LOCKS AND MARINE BASE LOCALITY MAP

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SNELL LOCK

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GLS MARINE BASE/ MAINTENANCE FACILITY

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TO US/CANADA BRIDGE

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TO NYPA POWER PROJECT

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ALCOA

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MASSENA AIRPORT

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ST. LAWRENCE CENTRE MALL

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MASSENA

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ST. LAWRENCE SEAWAY ADMINISTRATION BUILDING 180 ANDREWS STREET

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EISENHOWER LOCKLOCK

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GRASS RIVER

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SO. GRASS RIVER RD.

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KINNIE ROAD

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ST. LAWRENCE RIVER

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DONAHUE ROAD

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O'NEIL ROAD

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DENNISON ROAD

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HORTON ROAD

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RAQUETTE RIVER ROAD

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EAST ORVIS ST.

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MAIN STREET

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ANDREWS ST.

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RR TRACKS

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RAQUETTE RIVER ROAD

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RAQUETTE RIVER

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FREGOE ROAD

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MASSENA CENTER ROAD

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WADDINGTON

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CANTON

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NEW YORK

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WATERTOWN

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BAY

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ALEX.

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LAKE ONTARIO

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CARTHAGE

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GOUVERNEUR

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ONTARIO

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ST. LAWRENCE RIVER

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MORRISTOWN

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OGDENSBURG

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WORK SITE

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TUPPER LAKE

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SCALE OF MILES

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LOCALITY MAP

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VT.

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PLATTSBURGH

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MALONE

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POTSDAM

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MASSENA

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ROUSES PT.

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CORNWALL

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QUEBEC

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LAKE CHAMPLAIN

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SYRACUSE

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NIAGARA

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CANAL

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ERIE

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LAKE

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PENNSYLVANIA

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BUFFALO

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NEW YORK

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TORONTO

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WELLAND

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LAKE ONTARIO

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INTERNATIONAL BOUNDARY

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ONTARIO

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ROCHESTER

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SCALE OF MILES

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VICINITY MAP

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MA.

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ALBANY

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MASSENA

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ST. LAWRENCE RIVER

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WATERTOWN

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OGDENSBURG

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VT.

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PLATTSBURGH

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MALONE

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LAKE CHAMPLAIN

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CORNWALL

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QUEBEC

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AutoCAD SHX Text 15'-11 "'12"'

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SCALE (FEET)

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EISENHOWER LOCK WORK AREAS

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SNELL LOCK WORK AREAS

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DATE

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DESCRIPTION

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SLS-370-283/2

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AS SHOWN

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DATE:

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DWG. NO.

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APPROVED:

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DRAWN:

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REV.

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BLDG. NO.:

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PROJECT NO:

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LOCATION:

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PROJECT TITLE:

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EISENHOWER & SNELL LOCKS

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AKC

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DMD

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AKC

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NORTH SIDE PAVING IMPROVEMENTS

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EISENHOWER & SNELL LOCKS NORTH SIDE PAVING IMPROVEMENTS

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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION

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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE

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VICINITY & LOCALITY MAPS

E I S E N H O W E R L O C K

AutoCAD SHX Text T.G. 250.88

AutoCAD SHX Text T.G. 250.85

AutoCAD SHX Text T.G. 250.91

AutoCAD SHX Text T.G. 250.39

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AutoCAD SHX Text T.G. 250.76

AutoCAD SHX Text T.G. 250.81

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AutoCAD SHX Text T.G. 250.76

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AutoCAD SHX Text T.G. 250.60

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AutoCAD SHX Text T.G. 250.84

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AutoCAD SHX Text T.G. 250.40

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AutoCAD SHX Text T.G. 249.79

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FF=251.11

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AutoCAD SHX Text 251.92

AutoCAD SHX Text 251.64

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AutoCAD SHX Text 251.70

AutoCAD SHX Text 251.94

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AutoCAD SHX Text 251.72

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250.84 T.C.

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250.89 T.C.

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252.19 T.C.

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250.91 B.C.

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252.16 T.C.

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250.94 B.C.

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252.20 T.C.

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252.22 T.C.

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250.97 B.C.

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251.01 T.C.

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250.92 T.C.

AutoCAD SHX Text 250.68

AutoCAD SHX Text 250.48

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AutoCAD SHX Text 250.42

AutoCAD SHX Text 250.77

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AutoCAD SHX Text 250.28

AutoCAD SHX Text 250.53

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MONITORING WELL

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ASPHALT PAVMENT

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ASPHALT PAVING

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ASPHALT PARKING

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UPSTREAM CONTROL HOUSE

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CONCRETE BUILDING

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FACE OF CONCRETE

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STOP GATE ARM

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TOP OF GRATE

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OVER GATES

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TUNNEL ENTRANCE

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TOWER

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TOWER

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AUTOMATIC GATE

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CONC. PAD W/ 8 BOLLARDS

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8" CMP

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18" CMP

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18" CMP

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12" CMP

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12" CMP

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12" CMP

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12" CMP

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24" RCP

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24" RCP

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12" RCP

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12" RCP

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(REC.)

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(REC.)

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TG 189.63 E 184.23 SW 185.03

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RIM 191.48 PAVED OVER

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RIM 190.70 PAVED OVER

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TG 189.58 SE 185.18 SE 184.13

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TG 249.06 SE 246.61

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RIM 250.49 NO ACCESS

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TG 249.55 SE 246.20

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RIM 250.09 E 245.49 W 245.49

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TG 249.89 SUMP 248.19

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TG 249.67 E 245.52 NW 245.72

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TG 248.81 E 246.76 W 246.76

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RIM 249.09 E 243.49 SE 240.49 S1 239.04 S2 245.69 W 245.69

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TG 249.09 N 247.04

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POST W/ GATE SENSORS

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POST

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UEMH RIM:249.84

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CONCRETE W/COV.

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SHED

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CONC.

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WINCH

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WINCH

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WINCH

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(REC.)

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UMH

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AutoCAD SHX Text Mooring

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AutoCAD SHX Text Concrete

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CP-12101

AutoCAD SHX Text N:2,239,539.874

AutoCAD SHX Text E:401,566.167

AutoCAD SHX Text Elev.=250.77'

AutoCAD SHX Text Magnetic Nail

AutoCAD SHX Text Set

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CP-12017

AutoCAD SHX Text N:2,239,521.936

AutoCAD SHX Text E:401,474.696

AutoCAD SHX Text Elev.=250.60'

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6" DIP

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6" DIP

AutoCAD SHX Text 3" Galvanized Serves the

AutoCAD SHX Text Lock's Water System

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SALT SHED (APPROX. LOC.)

AutoCAD SHX Text NOTES. 1. UTILITY MAP IS FOR REFERENCE ONLY, ALL UTILITIES MAY NOT BE SHOWN OR UTILITY MAP IS FOR REFERENCE ONLY, ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE INDICATED ON THIS PLAN SHEET. CONTRACTOR TO FIELD VERIFY.

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REV.

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DATE

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EXISTING SITE UTILITY PLAN - EISENHOWER LOCK 1 (SCALE 1"= 20')

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CONCRETE MARKER POST

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EDGE OF WATER

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TELEPHONE PEDESTAL

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EDGE OF GRAVEL

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EDGE OF PAVE

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CONCRETE

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STEEL COVER

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EXISTING MONITORING LOCATION

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AutoCAD SHX Text 355.74

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GAS VALVE

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WATER VALVE

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AutoCAD SHX Text 355.74

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GROUND SPOT ELEVATION

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ELECTRIC PANEL

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EXISTING GROUND INDEX CONTOUR

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CAST IRON PIPE

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CLEAN-OUT

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STORM DRAIN INLET - ROUND

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OVERHEAD UTILITIES

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LEGEND

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EDGE OF BUILDING

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CENTER OF ROAD

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OHU

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CULVERT PIPE

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FIRE HYDRANT

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STORM DRAIN INLET - SQUARE

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SANITARY MANHOLE

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UTILITY POLE

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SITE BENCHMARK

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GUY WIRE

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SNUBBING BUTTON WITH TOP ELEVATION

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EDGE OF TREES & BRUSH

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EXISTING GROUND CONTOUR

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PIPE BOLLARD

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CHAIN LINK FENCE

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CORRUGATED PLASTIC PIPE

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CORRUGATED METAL PIPE

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POLY VINYL CHLORIDE PIPE

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PVC

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CMP

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CPP

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SIGN-SINGLE POST

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SIGN-DOUBLE POST

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MANHOLE

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LAMP POST

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HORIZONTAL SURVEY CONTROL POINT

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TOP OF CONCRETE

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BOTTOM OF CONCRETE

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TOP OF GRATE

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UNDERGROUND FIBER

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UNDERGROUND ELEC.

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OVERHEAD CABLE

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OVERHEAD ELEC.

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OVERHEAD TEL.

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UNDERGROUND GAS

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UNDERGROUND TEL.

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND WATER

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STORM CULVERT PIPE

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WATER MANHOLE

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SLS-370-283/3

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AS SHOWN

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DATE:

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DWG. NO.

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APPROVED:

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BLDG. NO.:

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PROJECT NO:

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PROJECT TITLE:

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EISENHOWER & SNELL LOCKS

AutoCAD SHX Text 04/21/26

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AKC

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DMD

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AKC

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NORTH SIDE PAVING IMPROVEMENTS

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EISENHOWER & SNELL LOCKS NORTH SIDE PAVING IMPROVEMENTS

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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION

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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE

AutoCAD SHX Text N/A

EXISTING SITE UTILITY PLAN - EISENHOWER LOCK 1

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text T.G. 250.64

AutoCAD SHX Text T.G. 250.90

AutoCAD SHX Text T.G. 250.66

AutoCAD SHX Text T.G. 250.70

AutoCAD SHX Text T.G. 250.73

AutoCAD SHX Text T.G. 250.59

AutoCAD SHX Text T.G. 250.85

AutoCAD SHX Text T.G. 250.88

AutoCAD SHX Text T.G. 250.42

AutoCAD SHX Text T.G. 249.79

AutoCAD SHX Text T.G. 250.84

AutoCAD SHX Text T.G. 250.73

AutoCAD SHX Text

T.G. 250.43 DRAIN

AutoCAD SHX Text

T.G. 250.57 DRAIN

AutoCAD SHX Text T.G. 250.72

AutoCAD SHX Text T.G. 250.96

AutoCAD SHX Text T.G. 224.15

AutoCAD SHX Text

INV. 12"CMP= 231.46

AutoCAD SHX Text

FF= 251.10

AutoCAD SHX Text

FF=251.09

AutoCAD SHX Text

FF=251.08

AutoCAD SHX Text

FF=251.37

AutoCAD SHX Text 251.94

AutoCAD SHX Text 251.77

AutoCAD SHX Text 251.83

AutoCAD SHX Text 251.77

AutoCAD SHX Text 251.70

AutoCAD SHX Text 251.76

AutoCAD SHX Text 251.78

AutoCAD SHX Text 251.82

AutoCAD SHX Text 251.71

AutoCAD SHX Text 251.74

AutoCAD SHX Text 251.69

AutoCAD SHX Text 251.77

AutoCAD SHX Text 251.78

AutoCAD SHX Text 251.79

AutoCAD SHX Text

252.13 T.C.

AutoCAD SHX Text

250.94 B.C.

AutoCAD SHX Text

252.24 T.C.

AutoCAD SHX Text

250.93 B.C.

AutoCAD SHX Text

250.93 T.C.

AutoCAD SHX Text

250.99 T.C.

AutoCAD SHX Text

252.19 T.C.

AutoCAD SHX Text

250.87 B.C.

AutoCAD SHX Text

252.21 T.C.

AutoCAD SHX Text

250.96 B.C.

AutoCAD SHX Text

252.20 T.C.

AutoCAD SHX Text

250.94 B.C.

AutoCAD SHX Text 250.48

AutoCAD SHX Text 250.77

AutoCAD SHX Text 250.80

AutoCAD SHX Text 250.43

AutoCAD SHX Text 250.51

AutoCAD SHX Text U

AutoCAD SHX Text 249.81

AutoCAD SHX Text 263.59

AutoCAD SHX Text 263.72

AutoCAD SHX Text 260.65

AutoCAD SHX Text 263.69

AutoCAD SHX Text

ASPHALT PARKING

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ASPHALT PAVING

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PAVED ROAD

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SHED

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TOWER

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DOWNSTREAM CONTROL HOUSE

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COMPRESSOR BUILDING

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SHED

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MCCANN BUILDING

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OBERLIN BUILDING

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FACE OF CONCRETE

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STOP GATE ARM

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TOP OF GRATE

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OVER GATES

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SHED

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TOWER

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TOWER

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STEEL STAIRS

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STEEL STAIRS

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CONC. PAD W/ 8 BOLLARDS

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NORTH OVERLOOK PARKING LOT

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JUNCTION BOX (UNDERGROUND)

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CHLORINE STATION

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CONCRETE

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SHED

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AUTOMATIC GATE

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LEACH FIELD (REC.)

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8" PVC

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18" CMP

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12" CMP

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6" PVC

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6" PVC

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12" CMP

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18" CMP

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12" CMP

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12" CMP

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12" CMP

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12" CMP

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6" CMP

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18" CMP

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36" CMP

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(REC.)

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(REC.)

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LEACH FIELD (REC.)

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RIM 250.08 NO ACCESS

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RIM 250.04 SUMP 236.14 DIRECTION PER GPR LOCATION

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RIM 250.07 SUMP 239.72

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TG 249.96 SUMP 238.26 FULL OF WATER

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TG 249.50 N 246.05 SW 247.55

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RIM 238.45 SE 230.85 NW 230.90

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TG 249.67 E 245.52 NW 245.72

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TG 248.81 E 246.76 W 246.76

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RIM 249.09 E 243.49 SE 240.49 S1 239.04 S2 245.69 W 245.69

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TG 249.09 N 247.04

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TG 248.62 E 245.67 S 245.47 W 245.72

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RIM 210.47 SW 206.97 W 199.67 SUMP 195.27

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MON

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POST

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POST

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POST

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UEMH RIM:249.84

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POST W/ GATE SENSOR

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POST

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POST

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CABINET

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CONCRETE

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SHED

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ASPHALT PARKING

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CONC.

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CONC.

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TIMBERS

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WINCH

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WINCH

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WINCH

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WINCH

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WINCH

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WINCH

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CONC.

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CONC.

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CONC.

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CONC. PAD

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GLASS VESTIBULE

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AutoCAD SHX Text T.G. 250.70

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CONC. BASE ONLY

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NEW ELECTRICAL PULL BOX APRIL 2021

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CONC. PAD W/ INFO SIGN

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CP-12024

AutoCAD SHX Text N:2,239,596.341

AutoCAD SHX Text E:401,882.955

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SALT SHED (APPROX. LOC.)

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REV.

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DATE

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DESCRIPTION

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EXISTING SITE UTILITY PLAN - EISENHOWER LOCK 2 (SCALE 1"= 20')

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SLS-370-283/4

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AS SHOWN

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DATE:

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SCALE:

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SHEET:

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DWG. NO.

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APPROVED:

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DRAWN:

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CHECKED:

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REV.

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BLDG. NO.:

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PROJECT NO:

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LOCATION:

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PROJECT TITLE:

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EISENHOWER & SNELL LOCKS

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AKC

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DMD

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AKC

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NORTH SIDE PAVING IMPROVEMENTS

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EISENHOWER & SNELL LOCKS NORTH SIDE PAVING IMPROVEMENTS

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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION

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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE

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EXISTING SITE UTILITY PLAN - EISENHOWER LOCK 2

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CONCRETE MARKER POST

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EDGE OF WATER

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TELEPHONE PEDESTAL

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EDGE OF GRAVEL

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EDGE OF PAVE

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CONCRETE

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STEEL COVER

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EXISTING MONITORING LOCATION

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AutoCAD SHX Text 355.74

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GAS VALVE

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WATER VALVE

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AutoCAD SHX Text 355.74

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GROUND SPOT ELEVATION

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ELECTRIC PANEL

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EXISTING GROUND INDEX CONTOUR

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CAST IRON PIPE

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CLEAN-OUT

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STORM DRAIN INLET - ROUND

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OVERHEAD UTILITIES

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LEGEND

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EDGE OF BUILDING

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CENTER OF ROAD

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OHU

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CULVERT PIPE

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FIRE HYDRANT

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STORM DRAIN INLET - SQUARE

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SANITARY MANHOLE

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UTILITY POLE

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SITE BENCHMARK

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GUY WIRE

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SNUBBING BUTTON WITH TOP ELEVATION

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EDGE OF TREES & BRUSH

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EXISTING GROUND CONTOUR

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PIPE BOLLARD

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CHAIN LINK FENCE

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CORRUGATED PLASTIC PIPE

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CORRUGATED METAL PIPE

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POLY VINYL CHLORIDE PIPE

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PVC

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CMP

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CPP

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SIGN-SINGLE POST

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SIGN-DOUBLE POST

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MANHOLE

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LAMP POST

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HORIZONTAL SURVEY CONTROL POINT

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TOP OF CONCRETE

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BOTTOM OF CONCRETE

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TOP OF GRATE

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UNDERGROUND FIBER

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UNDERGROUND ELEC.

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OVERHEAD CABLE

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OVERHEAD ELEC.

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OVERHEAD TEL.

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UNDERGROUND GAS

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UNDERGROUND TEL.

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND WATER

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STORM CULVERT PIPE

WATER MANHOLE

AutoCAD SHX Text T.G. 204.15

AutoCAD SHX Text T.G. 203.98

AutoCAD SHX Text T.G. 250.64

AutoCAD SHX Text T.G. 250.90

AutoCAD SHX Text T.G. 250.66

AutoCAD SHX Text T.G. 250.73

AutoCAD SHX Text T.G. 250.96

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T.G. 203.91 DRAIN

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T.G. 203.99 DRAIN

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INV. 12"CMP= 231.46

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PIPE FILLED WITH DEBRIS

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INV. 15" CMP= 199.79

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FF= 251.10

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FF=205.34

AutoCAD SHX Text 204.97

AutoCAD SHX Text 205.05

AutoCAD SHX Text 205.93

AutoCAD SHX Text 205.05

AutoCAD SHX Text 204.98

AutoCAD SHX Text 205.08

AutoCAD SHX Text 204.96

AutoCAD SHX Text 205.02

AutoCAD SHX Text 204.93

AutoCAD SHX Text 204.96

AutoCAD SHX Text 204.97

AutoCAD SHX Text 205.00

AutoCAD SHX Text 205.41

AutoCAD SHX Text 205.17

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250.93 T.C.

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204.48 T.C.

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204.17 T.C.

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204.36 T.C.

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204.46 T.C.

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204.42 T.C.

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250.99 T.C.

AutoCAD SHX Text 203.84

AutoCAD SHX Text 203.68

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SPARE GATES

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PAVED ROAD

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ASPHALT PAVING

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CRANE CONTROL HOUSE

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SHED W/ STAIRS

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DOWNSTREAM CONTROL HOUSE

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CRANE

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TOP OF GRATE

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OVER GATES

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STEEL STAIRS

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STEEL STAIRS

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CONCRETE CONTAINMENT

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RAIL

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GENERATOR

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6" PVC

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18" CMP

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18" CMP

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6" CMP

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18" CMP

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36" CONC. (REC.)

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RIM 209.26 W 199.66 NW 205.36 SUMP 195.56

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RIM 203.94 E 186.45

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RIM 238.45 SE 230.85 NW 230.90

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RIM 210.47 SW 206.97 W 199.67 SUMP 195.27

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RIM 203.63 SUMP 195.23 FULL OF WATER

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MON

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POST W/ GATE SENSOR

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TG 203.42 NE 201.82 SE 200.32 W 200.62

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POST

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POST

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POST

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POST

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POST

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POST

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W-BEAM GUIDERAIL

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CONCRETE W/ COV.

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12" CMP

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CONCRETE W/ COV.

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A…

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File details come from the government source that posted it. Updated Jun 3, 2026.