SLS-340-96_Review Set.pdf

PDF 1 MB Posted Aug 22, 2023

Attached to: Pavement Improvements at GLS Maintenance/Marine Base
Solicitation number: 6923G523Q1368
Issued by: Department of Transportation Saint Lawrence Seaway Development Corporation

About this file

Written by GovTribe AI · Dec 21, 2023

This document package contains construction drawings for proposed pavement improvements at the Great Lakes St. Lawrence Seaway Development Corporation Marine Base/Maintenance Facility in Massena, New York. The drawings include a cover sheet, locality and vicinity maps, a site plan, and a site utility map. The drawings depict the existing conditions and proposed work areas, and provide specifications for demolition, subsurface preparation, paving materials, and construction details. Paving is proposed for Areas 1 and 2, totaling approximately 75,000 square feet. Work includes removal of the existing pavement sections, preparation and compaction of the subgrade and subbase, installation of geotextile fabric and a 12-inch crushed stone base, and placement of a 2.5-inch binder course and 1.5-inch top course of hot mix asphalt. Related specifications require the contractor to field verify all dimensions and utilities prior to work.

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Other files

File	Type	Posted
6923G523Q1368A00001.pdf	PDF	Aug 31, 2023
Past Performance Questinnaire (PPQ).pdf	PDF	Aug 22, 2023
Davis Bacon Wage Determination.pdf	PDF	Aug 22, 2023
RFQ 6923G523Q1368.pdf	PDF	Aug 22, 2023
Technical Specifications.pdf	PDF	Aug 22, 2023

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SLS-340-96/1

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AS SHOWN

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DATE:

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DWG. NO.

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DATE

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DESCRIPTION

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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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MARINE BASE/ MAINTENANCE FACILITY

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TAO

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DMD

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PAVING IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY 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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MARINE BASE/MAINTENANCE FACILITY PAVING IMPROVEMENTS

DRAWING LIST SLS-340-96/1 COVER SHEET COVER SHEET SLS-340-96/2 VICINITY MAPS VICINITY MAPS SLS-340-96/3 SITE PAVING PLAN & PAVING DETAILS SITE PAVING PLAN & PAVING DETAILS SLS-340-96/4 SITE UTILITY MAPSITE UTILITY MAP

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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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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PLATTSBURGH

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MALONE

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CORNWALL

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MARINE BASE WORK AREAS

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SCALE (FEET)

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SLS-340-96/2

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PROJECT NO:

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MARINE BASE/ MAINTENANCE FACILITY

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TAO

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DMD

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PAVING IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY 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 MAPS

AREA 1

AREA 2

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AREA 1 & 2 - HATCH PATTERN

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AutoCAD SHX Text %%USite Benchmark

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4" PVC

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4" PVC

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TG 205.93 W 202.88

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TG 207.68 N 202.48 E 202.68 S 202.68

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GRID NORTH

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15" CMP

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15" CMP

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6" CIP

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SEWAGE EFFLUENT LINE (REC.)

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RIM 206.74 N 196.34 S 196.29

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GRID NORTH

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1-1/2"TOP COURSE

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2-1/2" BINDER COURSE

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12" CRUSHED STONE BASE

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TACK COAT

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%%UAREA 1 & AREA 2 PAVING DETAIL

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NTS

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GEOTEXTILE

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REMOVE EXISTING 12" OF EXISTING

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REUSE EXISTING STONE

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COMPACT EXISTING SUBGRADE

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FOR STONE BASE

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AS REQUIRED

AutoCAD SHX Text NOTES. 1. CONTRACTOR SHALL VERIFY DIMENSIONS AND EXACT CONTRACTOR SHALL VERIFY DIMENSIONS AND EXACT AREAS TO BE PAVED WITH GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION (GLS) PRIOR TO DOING ANY WORK. CONTRACTOR SHALL STAKE OUT AREA FOR GLS APPROVAL. 2. CONTRACTOR SHALL OBTAIN PERMIT FROM UDIG NY CONTRACTOR SHALL OBTAIN PERMIT FROM UDIG NY AND GLS PRIOR TO DOING ANY DIGGING. 3. CONTRACTOR SHALL DISPOSE OF PROJECT SPOILS CONTRACTOR SHALL DISPOSE OF PROJECT SPOILS ONSITE, EXACT LOCATION TO BE DETERMINED BY GLS. 4. CONTRACTOR TO VERIFY ALL BURIED UTILITIES PRIOR CONTRACTOR TO VERIFY ALL BURIED UTILITIES PRIOR TO DOING ANY WORK. 5. CONTRACTOR SHALL INSTALL A MINIMUM 5' WIDE CONTRACTOR SHALL INSTALL A MINIMUM 5' WIDE CRUSHED STONE APRON WHEREVER NEW ASPHALT IS ABOVE EXISTING GRADE OF THE SURROUNDING PARKING AREAS. THIS WILL PROVIDE A TRANSITION FROM THE ASPHALT TO THE GRAVEL.

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SCALE: 1" = 20 FEET

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%%UPAINT SHOP BUILDING PAVING PLAN

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%%ULEGEND - HATCH PATTERNS

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SLS-340-96/3

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AS SHOWN

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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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MARINE BASE/ MAINTENANCE FACILITY

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TAO

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DMD

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PAVING IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY 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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SITE PAVING PLAN

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SCALE: 1" = 10 FEET

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%%USANITARY SAMPLING MANHOLE PAVING PLAN

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%%ULEGEND

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PROPOSED FLOW DIRECTION ARROW

PAVING NOTES FOR "AREA 1" AND "AREA 2": : 1. REMOVE EXISTING SOIL MATERIAL TO DEPTH REQUIRED TO EXPOSE THE REMOVE EXISTING SOIL MATERIAL TO DEPTH REQUIRED TO EXPOSE THE SUBGRADE. THE SUBGRADE SHALL BE COMPACTED TO 95% MPD. 2. IF SPOTS OF UNSTABLE SUBGRADE MATERIAL ARE FOUND, REMOVE THE IF SPOTS OF UNSTABLE SUBGRADE MATERIAL ARE FOUND, REMOVE THE SUBGRADE MATERIAL ARE FOUND, REMOVE THE MATERIAL ARE FOUND, REMOVE THE UNSTABLE MATERIAL AND REPLACE WITH GRANULAR MATERIAL CONFORMING TO NYSDOT STANDARD SPECIFICATION §733-04 "SUBBASE STANDARD SPECIFICATION §733-04 "SUBBASE §733-04 "SUBBASE §733-04 "SUBBASE 733-04 "SUBBASE "SUBBASE SUBBASE COURSE" TYPE 1, 3 OR 4 AS SHOWN IN TABLE 733-04A. THIS " TYPE 1, 3 OR 4 AS SHOWN IN TABLE 733-04A. THIS TYPE 1, 3 OR 4 AS SHOWN IN TABLE 733-04A. THIS . THIS THIS MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12". ". COMPACT SUBGRADE AND GRANULAR SUBBASE TO 95% MPD. MPD. . 3. AFTER THE REQUIRED COMPACTED SUBBASE ELEVATION IS REACHED, AFTER THE REQUIRED COMPACTED SUBBASE ELEVATION IS REACHED, SUBBASE ELEVATION IS REACHED, ELEVATION IS REACHED, PLACE A GEOTEXTILE IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE GEOTEXTILE SHALL BE A PERMEABLE THE GEOTEXTILE SHALL BE A PERMEABLE CONSTRUCTION FABRIC CONFORMING TO NYSDOT STANDARD SPECIFICATIONS §737-01 FOR STABILIZATION FABRIC (TABLE 737-01E). 4. A 12" LAYER OF CRUSHED STONE BASE SHALL OVERLAY THE A 12" LAYER OF CRUSHED STONE BASE SHALL OVERLAY THE GEOTEXTILE. COMPACT BASE WITH A STEEL DRUM VIBRATORY ROLLER UNTIL PROOF ROLLING WITH A FULLY LOADED DUMP TRUCK SHOWS NO RUTTING IN THE STONE SURFACING. DEPENDING ON THE SIZE AND TYPE OF ROLLER THIS COULD TAKE UPWARDS OF 3 OR 4 PASSES. 5. PAVING SHALL CONSIST OF 2-1/2" BINDER COURSE AND 1-1/2" TOP PAVING SHALL CONSIST OF 2-1/2" BINDER COURSE AND 1-1/2" TOP COURSE ASPHALT CONCRETE PAVEMENT. THE APPLICABLE PROVISIONS OF THE NYSDOT STANDARD SPECIFICATIONS (§400 "HOT MIX ASPHALT") APPLY TO THIS PROJECT. 6. BINDER SHALL CONFORM TO NYSDOT 19 F9 BINDER COURSE. TOP BINDER SHALL CONFORM TO NYSDOT 19 F9 BINDER COURSE. TOP COURSE SHALL BE NYSDOT 9.5 F1, F2 OR F3 TOP COURSE. ALL HOT F2 OR F3 TOP COURSE. ALL HOT F2 OR F3 TOP COURSE. ALL HOT MIX MATERIAL SHALL BE PRODUCED IN ACCORDANCE WITH A CURRENT NYSDOT APPROVED JOB MIX FORMULA. AGGREGATES AND ASPHALT CEMENTS SHALL CONFORM TO APPLICABLE PROVISIONS OF THE NYSDOT STANDARD SPECIFICATIONS. "SUPERPAVE" MIX MAY BE USED BUT IS NOT REQUIRED. PLACE AND COMPACT THE PAVING MIX IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS §402-3.07D "80 SERIES §402-3.07D "80 SERIES 402-3.07D "80 SERIES COMPACTION METHOD". THIS IS BASED ON NUMBER OF PASSES OF STATIC OR VIBRATORY COMPACTION EQUIPMENT. ALL JOINTS SHALL BE MADE IN ACCORDANCE WITH §402-3.09 "JOINTS". §402-3.09 "JOINTS". 402-3.09 "JOINTS". 7. FURNISH AND PLACE TACK COAT IN ACCORDANCE WITH NYSDOT FURNISH AND PLACE TACK COAT IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION §407 "TACK COAT" AS SHOWN IN DETAILS. §407 "TACK COAT" AS SHOWN IN DETAILS. 407 "TACK COAT" AS SHOWN IN DETAILS. AS SHOWN IN DETAILS. 8. NEW PAVEMENT SHALL BE FLUSH AND TIGHT TO THE EXISTING NEW PAVEMENT SHALL BE FLUSH AND TIGHT TO THE EXISTING PAVEMENT THAT IS TO REMAIN, AND THE JOINT SHALL BE VERTICAL THAT IS TO REMAIN, AND THE JOINT SHALL BE VERTICAL , AND THE JOINT SHALL BE VERTICAL AND PLUMB. ONCE THE NEW ASPHALT IS CURED, USE A JOINT SEALER ONCE THE NEW ASPHALT IS CURED, USE A JOINT SEALER MATERIAL TO SEAL THE JOINT BETWEEN NEW AND EXISTING ASPHALT TO AVOID WATER INFILTRATION. SURFACE PROFILE OF FINISHED SURFACE PROFILE OF FINISHED PAVEMENT SHALL PITCH SLIGHTLY AWAY FROM BUILDINGS AND SUCH AWAY FROM BUILDINGS AND SUCH THAT THERE WILL BE NO PONDING ON THE PAVEMENT. SAW CUT WILL BE NO PONDING ON THE PAVEMENT. SAW CUT EXISTING PAVEMENT EDGE TO STRAIGHTEN AND SQUARE IT AS NECESSARY. APPLY TACK COAT TO EDGES BEFORE PAVING.

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AutoCAD SHX Text East 417,910.93

AutoCAD SHX Text North 2,241,381.33

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AutoCAD SHX Text %%uSurvey Control Point 2

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AutoCAD SHX Text "X" Mark in Concrete

AutoCAD SHX Text North 2,241,161.50

AutoCAD SHX Text East 417,798.38

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TG 205.64 N 204.14 NE 203.74 S 204.09

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TG 204.51 N 201.76 S 201.96 SW 202.96

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CBP #4 N 2,241,069.52 E 417,970.84 ELEV 206.92

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CBP #6 N 2,241,093.73 E 417,906.73 ELEV 206.58

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CBP #7 N 2,241,173.89 E 417,767.47 ELEV 208.81

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RIM 208.44 N 200.34 S 200.04 SUMP 196.84

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RIM 207.28 SEWAGE FILLED

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TG 205.93 W 202.88

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CBP #8 N 2,241,121.62 E 417,682.07 ELEV 209.15

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CBP #9 N 2,241,438.47 E 417,747.99 ELEV 206.51

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RIM 209.85 NE 205.30 SE 205.30

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TG 207.68 N 202.48 E 202.68 S 202.68

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RIM 206.19 NO ACCESS

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RIM 206.50 N 200.30 W 200.60

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CBP #10 N 2,241,349.08 E 417,938.34 ELEV 206.56

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RIM 206.95 N 202.20 S 202.20

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UNABLE TO OBTAIN DEPTHS IN THIS AREA

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GRID NORTH

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GRID NORTH

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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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CONCRETE

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STEEL COVER

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EXISTING MONITORING LOCATION

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GAS VALVE

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WATER VALVE

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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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LEGEND

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EDGE OF BUILDING

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OHU

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CULVERT PIPE

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UTILITY POLE

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PVC

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CPP

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MANHOLE

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LAMP POST

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STORM SEWER

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UNDERGROUND WATER

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UNDERGROUND UNKNOWN

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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SCALE:NTS

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%%USITE UTILITY MAP

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SLS-340-96/4

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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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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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MARINE BASE/ MAINTENANCE FACILITY

AutoCAD SHX Text 08/01/23

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TAO

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DMD

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TAO

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PAVING IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY 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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SITE UTILITY MAP

SLS-340-94_Revised Area August 2023-Title Sheet.pdf

Sheets and Views

Title Sheet

SLS-340-94_Revised Area August 2023--1-Locality & Vicinity Maps.pdf

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-1-Locality & Vicinity Maps

SLS-340-94_Revised Area August 2023-Site Plan 1.pdf

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Site Plan 1

SLS-340-94_Revised Area August 2023-Site Utility map.pdf

Sheets and Views

Site Utility map

File details come from the government source that posted it. Updated Aug 22, 2023.