SLS-340-90_2 Boat Launch Parking.pdf

PDF 575 KB Posted May 14, 2021

Attached to: Paving Project - Great Lakes St. Lawrence Seaway
Solicitation number: 6923G521B0673
Issued by: Department of Transportation Saint Lawrence Seaway Development Corporation

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File	Type	Posted
Wage Determination.txt	TXT text file	May 14, 2021
6923G521B0673.pdf	PDF	May 14, 2021
SLS-340-90_1 Locality Vicinity Maps.pdf	PDF	May 14, 2021

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18" CPP

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OHU

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4" PVC

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4" PVC

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12" CPP

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PROPANE TANK

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SEPTIC TANK

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METAL STORAGE UNITS

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6" CIP

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4" (REC.)

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FFE=213.0'

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RIM 207.28 SEWAGE FILLED

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RIM 211.70 SUMP 206.50

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15" CMP

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1 STORY METAL BLDG.

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GRID NORTH

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(FEET)

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GRAPHIC SCALE

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1-1/2"TOP COURSE

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2-1/2" BINDER COURSE

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TACK COAT

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EXISTING CRUSHED STONE BASE FOR BOAT LAUNCH

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6" NEW STONE BASE FOR PARKING AREA, COMPACTED PER NOTE 7.

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STONE.

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PAVEMENT SHOULDER,

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SEE NOTE 7.

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CRUSHER-RUN

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2 FT WIDE, MINUS 2"

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GEOTEXTILE

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SUBGRADE

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AT BOAT LAUNCH

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SPECIAL NOTE: BOAT LAUNCH DETAIL SHOWN. PARKING AREA IS SIMILAR EXCEPT

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TOP OF PAVEMENT SHALL BE <1" ABOVE SURFACE WITH NO SHOULDER

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GRAPHIC SCALE

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FEET

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GREAT LAKES ST. LAWRENCE SEAWAY

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DWG. NO.

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SHEET

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OFFICE OF ENGINEERING AND MAINTENANCE

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MASSENA, NEW YORK

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DEVELOPMENT CORPORATION

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DESIGNED:

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CHECKED:

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SCALE:

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DRAWN:

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RECOMMENDED:

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COORDINATED:

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APPROVED:

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REV.

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DATE

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DESCRIPTION

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SLS-340-90/2

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DATE:

AutoCAD SHX Text 05/03/21

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AS SHOWN

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DAS

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DAS

AutoCAD SHX Text BOAT LAUNCH AREA TO BE PAVED. PLACE PAVING OVER ALL EXISTING CRUSHED STONE SURFACE. .

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PLAN

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DETAIL A TYPICAL ASPHALT PAVEMENT NTS

AutoCAD SHX Text PARKING AREA EXPANSION. PAVE AREA BETWEEN BUILDINGS AND EXTENDING AT LEAST 20 FEET SOUTH, AS SHOWN. EXTEND BACK SUCH THAT THE MINIMUM DIMENSION IS 20 FEET AND THE BACK (SOUTH) EDGE IS STRAIGHT AND PERPENDICULAR WITH THE SMALL STORAGE BUILDING AT THE EAST EDGE OF THE PARKING AREA. SURFACE OF COMPLETED PAVEMENT SHALL BE SLIGHTLY HIGHER (<1") THAN ADJACENT TURF.

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BOAT LAUNCH & PARKING AREA PAVING

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MARINE BASE/MAINTENANCE FACILITY

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PLAN & DETAIL

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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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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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UNDERGROUND UNKNOWN

AutoCAD SHX Text PROJECT NOTES. 1. PAVE AREAS AS SHOWN. BOAT LAUNCH ALREADY HAS THE CRUSHED STONE BASE. PARKING AREA EXPANSION NEEDS TO BE STRIPPED AND EXCAVATED TO SUBGRADE, TO MAKE ROOM FOR 4" PAVEMENT AND 6" NEW CRUSHED STONE BASE. AREAS MAY BE LAID OUT ON THE GROUND FROM INDICATED AND SCALED DIMENSIONS. 2. FOR PARKING AREA, STRIP INDICATED AREA OF TOPSOIL AND THEN LEVEL AND COMPACT THE SUBGRADE SURFACE TO PROVIDE THE PROFILE SHOWN IN DETAIL A, THEN PLACE GEOTEXTILE. BRING ANY LOW AREAS UP TO GRADE WITH GRANULAR SUB-BASE MATERIAL PER NOTE 6. ALL EXCAVATED AND STRIPPED MATERIAL SHALL BE PLACED IN AN ON-SITE LOCATION DESIGNATED BY THE COTR. 3. FOR BOAT LAUNCH, APPLY TACK COAT AND PAVEMENT STRUCTURE PER DETAIL A. PAVEMENT SURFACE PROFILE SHALL MATCH EXISTING CRUSHED STONE SURFACE PROFILE. FILL ANY RUTS AND LEVEL ANY ISOLATED HUMPS OR RIDGES IF PRESENT IN THE CRUSHED STONE SURFACE. PLACE CRUSHED STONE SHOULDER AS SHOWN AND COMPACT WITH WALK-BEHIND VIBRATORY COMPACTOR. 4. IF SPOTS OF UNSTABLE MATERIAL ARE FOUND, REMOVE THE UNSTABLE MATERIAL AND REPLACE WITH GRANULAR SUBBASE MATERIAL PER NOTE 6. AFTER THE REQUIRED COMPACTED SUBGRADE ELEVATION IS REACHED, PLACE A GEOTEXTILE CONFORMING TO NOTE 5 BELOW OVER THE ENTIRE SUBGRADE AREA. INSTALL THE GEOTEXTILE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. GEOTEXTILE SHALL BE A PERMEABLE CONSTRUCTION FABRIC CONFORMING TO NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) TABLE 737-01E FOR STABILIZATION FABRIC. THE GEOTEXTILE MUST BE ON THE NYSDOT CURRENTLY APPROVED LIST. 6. GRANULAR SUBBASE MATERIAL SHALL BE A BANK OR PIT SOURCED CLEAN SAND AND GRAVEL MATERIAL CONFORMING TO NYSDOT 733-04-2.02, SUBBASE COURSE TYPE 1, 3 OR 4 AS SHOWN IN TABLE 733-04A OF THE NYSDOT STANDARD SPECIFICATIONS. THIS MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES COMPACT SUBGRADE AND GRANULAR SUBBASE TO 95% MODIFIED PROCTOR. 7. CRUSHED STONE FOR SHOULDERS AND BASE SHALL BE 2-INCH MINUS CRUSHED STONE (NYSDOT ITEM 733.0402 SUBBASE COURSE TYPE 2) WHICH IS 100% THE PRODUCT OF CRUSHING LEDGE ROCK AT A QUARRY. 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. 8. UTILITIES KNOWN TO BE IN THE VICINITY ARE INDICATED WITH ESTIMATED DEPTHS ON THIS DRAWING. NOTIFY DIG-SAFE ( 811 OR 1-800-962-7962) AND COTR PRIOR TO ANY GROUND SURFACE DISTURBANCE ACTIVITY. BE AWARE THAT THERE IS A BURIED ELECTRICAL LINE UNDER THE PROPOSED PARKING AREA THAT IS ONLY ABOUT FOOT BELOW THE SURFACE. 12 FOOT BELOW THE SURFACE. 9. PAVING SHALL CONSIST OF 2 " BINDER COURSE AND 1 " TOP COURSE ASPHALT CONCRETE PAVING SHALL CONSIST OF 2 " BINDER COURSE AND 1 " TOP COURSE ASPHALT CONCRETE 12" BINDER COURSE AND 1 " TOP COURSE ASPHALT CONCRETE 12" TOP COURSE ASPHALT CONCRETE PAVEMENT. THE APPLICABLE PROVISIONS OF THE 2017 NEW YORK STATE DEPARTMENT 2017 NEW YORK STATE DEPARTMENT NEW YORK STATE DEPARTMENT TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS (SECTION 400 "HOT MIX ASPHALT") APPLY TO STANDARD SPECIFICATIONS (SECTION 400 "HOT MIX ASPHALT") APPLY TO THIS PROJECT. THE CONTRACTOR SHALL COMPUTE ORDER QUANTITIES FROM ACTUAL SITE MEASUREMENTS. 10. FURNISH AND PLACE TACK COAT IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SECTION 407 "TACK COAT". 11. BINDER SHALL CONFORM TO NYSDOT 19 F9 BINDER COURSE. TOP COURSE SHALL BE NYSDOT 9.5 F1,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 SUBPARAGRAPH 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 PARAGRAPH 402-3.09 "JOINTS". 12. NEW PARKING AREA PAVEMENT SHALL BE FLUSH AND TIGHT TO THE EXISTING PAVEMENT AND CONCRETE APRON EDGES, AND THE JOINT SHALL BE VERTICAL AND PLUMB. NORTH-SOUTH (TRANSVERSE ) SURFACE PROFILE OF FINISHED PAVEMENT SHALL PITCH SLIGHTLY TO THE SOUTH SO THERE 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. THIS APPLIES AS APPROPRIATE TO THE PATCH AREA AS WELL. THE PATCH BASE WILL BE PREPARED BY OTHERS SO ALL THE CONTRACTOR HAS TO DO IS PLACE AND COMPACT THE PATCH. SLOPE PATCH SMOOTHLY AND EVENLY TO THE CATCH BASIN EDGE. 13. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SUBMIT NYSDOT TACK COAT MATERIAL CERTIFICATIONS, HOT MIX MATERIAL JOB MIX FORMULAS, PLACING & COMPACTION EQUIPMENT, ROLLER PATTERNS AND NUMBER OF PASSES SCHEDULE FOR REVIEW. 14. THIS DRAWING IS BASED ON A 2018 TOPOGRAPHIC AND UTILITY SURVEY PERFORMED BY RAVI ENGINEERING AND LAND SURVEYING PC. ALL ELEVATIONS ARE IN FEET, DATUM IS IGLD 1985.

AutoCAD SHX Text PATCH AREA: PLACE HOT-MIX PAVING TO PATCH THIS AREA ~ 10 FEET SQUARE. MATCH NEW PAVING TO SAW-CUT EDGE..

AutoCAD SHX Text PROVIDE A 2-FOOT WIDE SLOPED SHOULDER OF 2-INCH MINUS CRUSHED STONE AROUND THE PERIMETER OF THE PAVING TO TRANSITION IT TO THE SURROUNDING GRADE.

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AKC

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-2-Boat Launch & Parking

File details come from the government source that posted it. Updated May 14, 2021.