SLS-340-94_Revised MARCH 2023.pdf

PDF 2 MB Posted Apr 7, 2023

Attached to: Pavement & Drainage Improvements Federal contract opportunity
Solicitation number: 6923G523R0712
Issued by: Department of Transportation Saint Lawrence Seaway Development Corporation

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File	Type	Posted
6923G523R0712A00001.pdf	PDF	May 8, 2023
Davis-Bacon Act WD NY20230009.pdf	PDF	Apr 7, 2023
Past Performance Questinnaire (PPQ).pdf	PDF	Apr 7, 2023
Technical Specifications.pdf	PDF	Apr 7, 2023
RFP_6923G523R0712.pdf	PDF	Apr 7, 2023

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SLS-340-94/1

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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 AND DRAINAGE IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY PAVING AND DRAINAGE 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 AND DRAINAGE IMPROVEMENTS

DRAWING LIST SLS-340-94/1 COVER SHEET COVER SHEET SLS-340-94/2 VICINITY MAPS VICINITY MAPS SLS-340-94/3 SITE PAVING PLAN SITE PAVING PLAN SLS-340-94/4 SITE DRAINAGE PLAN AND PAVING DETAILS SITE DRAINAGE PLAN AND PAVING DETAILS SLS-340-94/5 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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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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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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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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MARINE BASE WORK AREAS

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SCALE (FEET)

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SLS-340-94/2

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MARINE BASE/ MAINTENANCE FACILITY

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TAO

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DMD

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PAVING AND DRAINAGE IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY PAVING AND DRAINAGE 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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AutoCAD SHX Text Office & Maintenance Building

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TG 205.64 N 204.14 NE 203.74 S 204.09

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RIM 207.28 SEWAGE FILLED

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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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RIM 206.19 NO ACCESS

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RIM 206.50 N 200.30 W 200.60

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DETAIL A

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AREA 2 - HATCH PATTERN

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AREA 1 - HATCH PATTERN

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RIM 206.19 NO ACCESS

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RIM 206.50 N 200.30 W 200.60

AutoCAD SHX Text NOTES. 1. CONTRACTOR SHALL VERIFY DIMENSIONS AND EXACT AREAS 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 AND GLS CONTRACTOR SHALL OBTAIN PERMIT FROM UDIG NY AND GLS PRIOR TO DOING ANY DIGGING. 3. CONTRACTOR SHALL DISPOSE OF PROJECT SPOILS ONSITE, CONTRACTOR SHALL DISPOSE OF PROJECT SPOILS ONSITE, EXACT LOCATION TO BE DETERMINED BY GLS. 4. CONTRACTOR TO VERIFY ALL BURIED UTILITIES PRIOR TO CONTRACTOR TO VERIFY ALL BURIED UTILITIES PRIOR TO DOING ANY WORK.

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%%UMAINTENANCE BUILDING PAVING & MILL AND TOP PLAN

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%%ULEGEND - HATCH PATTERNS

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SLS-340-94/3

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MARINE BASE/ MAINTENANCE FACILITY

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TAO

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DMD

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PAVING AND DRAINAGE IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY PAVING AND DRAINAGE 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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%%UDETAIL A - STORM PIPING REPLACEMENT

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EXISTING, COLLAPSED 24" STORM PIPING

AutoCAD SHX Text REPLACE EXISTING 24" STORM PIPING WITH NEW DUAL WALL 24" CPP STORM PIPING, APPROX. 30 LF, SEE NOTES 1 & 4.

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CONNECT EXISTING 8" D.I.P BUILDING DRAIN TO NEW 24" STORM PIPING, SEE NOTE 6.

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EXISTING 8" D.I.P BUILDING DRAIN

NOTES. 1. CONTRACTOR SHALL REMOVE EXISTING, COLLAPSED 24" STORM PIPING AND ALL CONTRACTOR SHALL REMOVE EXISTING, COLLAPSED 24" STORM PIPING AND ALL MATERIAL IN THE EXCAVATION AREA. FULL EXTENT OF EXCAVATION AREA WILL BE FIELD IDENTIFIED BY THE COR AND THE CONTRACTOR. 2. CONTRACTOR SHALL VERIFY EXISTING PENETRATIONS THROUGH EACH DRAINAGE CONTRACTOR SHALL VERIFY EXISTING PENETRATIONS THROUGH EACH DRAINAGE STRUCTURE ARE ADEQUATE TO RECEIVE NEW PIPING AND SHALL MAKE REPAIRS AS NECESSARY. 3. DUE TO THE COLLAPSED STORM PIPING, THE DRAINAGE STRUCTURES HAVE BECOME DUE TO THE COLLAPSED STORM PIPING, THE DRAINAGE STRUCTURES HAVE BECOME PARTIALLY FILLED WITH STONE, SOIL, FILL MATERIAL, ETC. CONTRACTOR SHALL REMOVE THIS MATERIAL PRIOR TO COMPLETION. 4. NEW PIPING SHALL BE 24" DUAL WALL CORRUGATED PLASTIC PIPE, APPROX. 30 LF , NEW PIPING SHALL BE 24" DUAL WALL CORRUGATED PLASTIC PIPE, APPROX. 30 LF±,WITH WATER TIGHT JOINTS AND CONNECTIONS. THE PIPE SHALL BE BED IN MATERIAL THAT IS PER THE MANUFACTURERS SPECIFICATIONS, AND COMPACTED ACCORDINGLY. 5. THE CONNECTION TO EACH DRAINAGE STRUCTURE SHALL BE SEALED AND WATER TIGHT THE CONNECTION TO EACH DRAINAGE STRUCTURE SHALL BE SEALED AND WATER TIGHT TO AVOID INFILTRATION AND INFLOW. 6. THE ADJACENT BUILDING, PUMP HOUSE, HAS AN 8" DUCTILE IRON DRAIN LINE THAT THE ADJACENT BUILDING, PUMP HOUSE, HAS AN 8" DUCTILE IRON DRAIN LINE THAT EXTENDS FROM THE BUILDING AND CROSSES OVER THE 24" STORM LINE. THE CONTRACTOR SHALL USE A CORRUGATED SADDLE TEE, OR SIMILAR APPROVED METHOD, TO CONNECT THE 8" D.I.P. DRAIN TO THE 24" STORM LINE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FITTINGS AND PIPING TO COMPLETE THE CONNECTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING ELECTRICAL AND THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING ELECTRICAL AND COMMUNICATION CONDUITS THAT PASS OVER TOP OF THE STORM PIPING. THIS INCLUDES FIELD VERIFYING THE LOCATION AS THESE PLANS MAY NOT BE FULLY INCLUSIVE OF ALL EXISTING CONDUITS IN THE EXCAVATION AREA. 8. ONCE EXCAVATION IS COMPLETE, THE AREA SHALL BE BACKFILLED AND COMPACTED TO ONCE EXCAVATION IS COMPLETE, THE AREA SHALL BE BACKFILLED AND COMPACTED TO MATCH THE EXISTING GRADE AND MATERIAL OF THE SURROUNDING PARKING AREA.

18" CPP

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PROPANE TANK

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TG 205.57 N 202.87 S 204.02 SW 202.87

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TG 204.51 N 201.76 S 201.96 SW 202.96

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RIM 211.70 SUMP 206.50

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1 STORY METAL BLDG.

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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 PAVING DETAIL

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NTS

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GEOTEXTILE

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REMOVE MINIMUM OF 12" OF

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EXISTING SUBGRADE TO BE REUSED

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AND COMPACTED AS REQUIRED

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REMOVE EXISTING 12" OF STONE BASE & REUSE FOR NEW STONE BASE.

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1-1/2" NEW TOP COURSE

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2-1/2" NEW BINDER COURSE

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EXISTING CRUSHED STONE BASE TO REMAIN

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NEW TACK COAT

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%%UAREA 2 PAVING DETAIL

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NTS

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EXISTING GEOTEXTILE TO REMAIN

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EXISTING SUBGRADE

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EXISTING CRUSHED STONE

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TO REMAIN

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TO REMAIN

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EXISTING PAVEMENT TO BE MILLED DOWN 4"

AutoCAD SHX Text DRAINAGE SWALE NOTES. THE CONTRACTOR SHALL PROVIDE RIP-RAP OVERLAYING GEOTEXTILE MATERIAL IN THE DRAINAGE SWALE. THE CONTRACTOR SHALL SUBMIT MATERIAL DATA SHEETS FOR APPROVAL. THE GEOTEXTILE SHALL BE INSTALLED OVER THE FINISHED GRADE OF THE DRAINAGE SWALE. THE DRAINAGE SWALE GRADE SHALL BE SUCH THAT IT ALLOWS POSITIVE DRAINAGE WITH A MINIMUM SLOPE OF 1%. THE DRAINAGE SWALE WIDTH SHALL BE A MINIMUM WIDTH OF 30". THE RIP-RAP SHALL OVERLAY THE GEOTEXTILE MATERIAL. THE DRAINAGE SWALE SIDE SLOPES SHALL BE A MAXIMUM HORIZONTAL TO VERTICAL OF 2 TO 1. THE GEOTEXTILE MATERIAL SHALL MEET THE REQUIREMENTS OF NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) MATERIAL REQUIREMENTS AS PER THEIR STANDARD SPECIFICATIONS §737-01 C (TABLE 737-01C). THE GEOTEXTILE SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS §207-3 REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: a. GEOTEXTILES MAY BE JOINED BY SEWING, USING ADHESIVE OR OVERLAPPING. SEWN SEAMS SHALL BE LAPPED A MINIMUM OF 4" GEOTEXTILES MAY BE JOINED BY SEWING, USING ADHESIVE OR OVERLAPPING. SEWN SEAMS SHALL BE LAPPED A MINIMUM OF 4" AND DOUBLE SEWN. THE THREAD USED TO SEW THE SEAM SHALL BE NYLON OR POLYPROPYLENE. b. OVERLAPPED SEAMS SHALL HAVE A MINIMUM OVERLAP OF 20". OVERLAPPED SEAMS SHALL HAVE A MINIMUM OVERLAP OF 20". c. GEOTEXTILES SHALL BE ANCHORED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. GEOTEXTILES SHALL BE ANCHORED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. d. THE GEOTEXTILE SHALL BE LAID LOOSELY BUT IN INTIMATE CONTACT WITH THE SOIL SO THAT PLACEMENT OF THE OVERLYING THE GEOTEXTILE SHALL BE LAID LOOSELY BUT IN INTIMATE CONTACT WITH THE SOIL SO THAT PLACEMENT OF THE OVERLYING MATERIALS WILL NOT STRETCH OR TEAR THE GEOTEXTILE. e. THE GEOTEXTILE SHALL BE PROTECTED FROM STRETCHING AND TEARING AT ALL TIMES DURING CONSTRUCTION INCLUDING WHILE THE GEOTEXTILE SHALL BE PROTECTED FROM STRETCHING AND TEARING AT ALL TIMES DURING CONSTRUCTION INCLUDING WHILE PLACING RIP-RAP MATERIAL. THE CONTRACTOR SHALL NOTIFY COR FOR INSPECTION PRIOR TO PLACING RIP-RAP MATERIAL. THE RIP-RAP MATERIAL SHALL BE MEET NYSDOT STANDARD SPECIFICATIONS §733-22 REQUIREMENTS FOR DRY RIP-RAP (733-2201). ONE DIMENSION OF EACH OF THE STONES FURNISHED SHALL BE AT LEAST EQUAL TO 6". CONTRACTOR SHALL TURN OVER TO GLS ENOUGH SPARE FABRIC TO REDO A 75 FOOT SECTION OF DITCH FOR FUTURE DITCH WORK.

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SCALE: 1"= 40 FEET

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%%UMAINTENANCE BASE DRAINAGE SWALE PLAN

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CONTRACTOR TO PROVIDE RIP-RAP LINED DRAINAGE SWALE

AutoCAD SHX Text CONTRACTOR TO PROVIDE 8" METAL CORRUGATED CULVERT PIPE UNDER EXISTING SIDE WALK WITH FLARED END SECTIONS ON EACH END

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APPROXIMATE EXTENTS OF EXISTING PAVEMENT

AutoCAD SHX Text PAVING NOTES FOR "AREA 1": : 1. IN 2021 CRUSHED STONE WAS PLACED AT DEPTHS OF MULTIPLE FEET IN 2021 CRUSHED STONE WAS PLACED AT DEPTHS OF MULTIPLE FEET IN THIS AREA AS GENERAL FILL. THIS MATERIAL CAN BE REUSED FOR THE CRUSHED STONE BASE BUT IT MUST BE REMOVED TO AN ADEQUATE DEPTH PER THE NOTES BELOW. 2. REMOVE CRUSHED STONE MATERIAL TO AN ADEQUATE DEPTH TO ALLOW REMOVE CRUSHED STONE MATERIAL TO AN ADEQUATE DEPTH TO ALLOW FOR A MINIMUM OF 12" DEPTH OF THE EXISTING MATERIAL TO BE UTILIZED AS SUBGRADE MATERIAL. THE MINIMUM 12" DEPTH SUBGRADE MUST BE COMPACTED TO 95% MPD IN LIFTS NO GREATER THAN 12". 3. INSTALL GEOTEXTILE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALL GEOTEXTILE IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS OVER THE COMPACTED SUBGRADE. THE GEOTEXTILE OVER THE COMPACTED SUBGRADE. THE GEOTEXTILE SHALL BE A PERMEABLE CONSTRUCTION FABRIC CONFORMING TO NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS § 737-01 FOR STABILIZATION FABRIC (TABLE 737-01E). THE GEOTEXTILE DOES NOT NEED TO OVERLAP THE ADJACENT "AREA 2" GEOTEXTILE. 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. PAVING IN "AREA 1" SHALL BE DONE AT THE SAME TIME AS "AREA 2" TO ALLOW FOR A SEAMLESS TRANSITION. SEE PAVING NOTES FOR "AREA 2". 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.

AutoCAD SHX Text PAVING NOTES FOR "AREA 2": : 1. REMOVE EXISTING PAVEMENT IN "AREA 2" TO EXPOSE EXISTING BASE. REMOVE EXISTING PAVEMENT IN "AREA 2" TO EXPOSE EXISTING BASE. BASE MATERIAL WILL NOT NEED TO BE REMOVED UNLESS NEEDED FOR FINISHED GRADE PITCH. 2. 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. PAVING IN "AREA 1" SHALL BE DONE AT THE SAME TIME AS "AREA 1" TO ALLOW FOR A SEAMLESS TRANSITION. SEE PAVING NOTES FOR "AREA 1". 3. 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". 4. 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. 5. 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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MARINE BASE/ MAINTENANCE FACILITY

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PAVING AND DRAINAGE IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY PAVING AND DRAINAGE 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 DRAINAGE PLAN AND PAVING DETAILS

CONTRACTOR TO PROVIDE RIP-RAP LINED DRAINAGE SWALE

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18" CPP

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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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12" CPP

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SEPTIC TANK

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15" CMP

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8" CIP

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18" CMP

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4" PVC

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18" CMP

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4" PVC

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4" PVC

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12" VCP

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24" CMP

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24" CMP

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TG 205.57 N 202.87 S 204.02 SW 202.87

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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 #5 N 2,241,297.81 E 418,221.49 ELEV 209.19

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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 207.28 SEWAGE FILLED

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TG 205.93 W 202.88

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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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CBP #11 N 2,241,297.79 E 418,221.50 ELEV 209.18

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RIM 211.70 SUMP 206.50

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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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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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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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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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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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SANITARY SEWER

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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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%%USITE UTILITY MAP

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SLS-340-94/5

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MARINE BASE/ MAINTENANCE FACILITY

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PAVING AND DRAINAGE IMPROVEMENTS

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MARINE BASE/MAINTENANCE FACILITY PAVING AND DRAINAGE 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 JUNE 2022-Title Sheet.pdf

Sheets and Views

Title Sheet

SLS-340-94_Revised Area JUNE 2022--1-Locality & Vicinity Maps.pdf

Sheets and Views

-1-Locality & Vicinity Maps

SLS-340-94_Revised Area JUNE 2022-Site Plan 1.pdf

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Site Plan 1

SLS-340-94_Revised Area JUNE 2022-Site Drainage and Paving Details.pdf

Sheets and Views

Site Drainage and Paving Details

SLS-340-94_Revised Area JUNE 2022-Site Utility map.pdf

Sheets and Views

Site Utility map

File details come from the government source that posted it. Updated Apr 7, 2023.