Revised_Paving_Limits.pdf

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ESTCODE

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ESTCODE

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ESTCODE

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MITER

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LOCK

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AND

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COMPRESSOR

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BUILDING

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TRANSFORMER

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OPERATIONS

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BUILDING

AutoCAD SHX Text SPECIAL PAVING NOTES: 1. CONSTRUCT PAVEMENT TO THE FOLLOWING PROFILE: CONSTRUCT PAVEMENT TO THE FOLLOWING PROFILE: a. COMPACTED SUBGRADE COMPACTED SUBGRADE b. INSTALL WOVEN GEOTEXTILE W 200 OR EQUAL. INSTALL WOVEN GEOTEXTILE W 200 OR EQUAL. c 12 INCHES 2" MINUS CRUSHER RUN STONE BASE COURSE (100% THE PRODUCT OF 12 INCHES 2" MINUS CRUSHER RUN STONE BASE COURSE (100% THE PRODUCT OF CRUSHING LEDGE ROCK AT A QUARRY) d. 2 INCHES NYSDOT TYPE 3 BINDER 2 INCHES NYSDOT TYPE 3 BINDER 12 INCHES NYSDOT TYPE 3 BINDER e. 1 INCHES NYSDOT TYPE 7 TOP. 1 INCHES NYSDOT TYPE 7 TOP. 12 INCHES NYSDOT TYPE 7 TOP. 2. ALL MATERIALS AND METHODS SHALL CONFORM TO THE PROJECT SPECIFICATIONS. ALL MATERIALS AND METHODS SHALL CONFORM TO THE PROJECT SPECIFICATIONS. 3. SAW CUT TO SQUARE OFF EDGES OF EXISTING PAVEMENT AT INTERFACE WITH NEW PAVEMENT. SAW CUT TO SQUARE OFF EDGES OF EXISTING PAVEMENT AT INTERFACE WITH NEW PAVEMENT.

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TAO

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REV.

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SCALE:

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CHECKED:

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DRAWN:

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DESIGNED:

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SLSDC

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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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COORDINATED:

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RECOMMENDED:

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DESCRIPTION

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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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SAINT LAWRENCE SEAWAY

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DATE

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BY

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SNELL LOCK PAVING PLAN UPGRADES SITE PLAN

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BT

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OF

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AS NOTED

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SLS-326-285/1

AutoCAD SHX Text 07/15/18

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BT

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VARIES

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ASPHALT BINDER

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ASPHALT TOP

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BASE

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PAVEMENT WIDTH

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NOT TO SCALE

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ASPHALT TOP COURSE (NYSDOT TYPE 7) OR EQUAL

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ASPHALT BINDER COURSE (NYSDOT TYPE 3) OR EQUAL

AutoCAD SHX Text BASE-CRUSHED GRAVEL (2" MAX.) OR CRUSHER RUN, COMPACTED IN 6" LIFTS TO 90% DENSITY.

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APPROVED STABILIZATION GEOTEXTILE

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COMPACT SUBGRADE TO 90% PROCTOR DENSITY.

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%%UCROSS SECTION FOR PAVED AREAS

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SLOPE TO MATCH EXISTING GRADE

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NOT TO SCALE

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%%USITE PLAN

AutoCAD SHX Text GENERAL NOTES: CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS AND LAYOUT OF PROPOSED PAVED AREAS PRIOR TO BID. THE DIMENSIONS AND LAYOUT SHOWN ON THE DRAWINGS ARE FOR GENERAL REFERENCE ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS INDICATED BY THE PROPOSED HATCHED AREAS SHOWN ON THE PLAN DRAWING. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING EXISTING GRADE SURVEY SHOTS TO ENSURE NEW PAVEMENT IS INSTALLED BACK TO ORIGINAL GRADE. IN AREAS WHERE EXISTING GRADE HAS SETTLED CONTRACTOR SHALL GRADE AND SLOPE FINAL GRADE AS INSTRUCTED BY SLSDC ENGINEERS. FINAL GRADING SHALL SLOPE TO EXISTING DRAINAGE STRUCTURES AND GREEN SPACE AS APPLICABLE. THERE SHALL BE NO PROFILE CHANGE FROM EXISTING CONCRETE TO NEW PAVEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF EXISTING BLACKTOP AND SUB-BASE MATERIAL. THE EXISTING PAVEMENT PROFILE CONSIST OF APPROXIMATELY 6 INCHES OF PAVEMENT AND 4 INCHES OF SUB-BASE STONE.

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BASE BID REQUIREMENT 1

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OPTIONAL BID REQUIREMENT 2

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OPTIONAL BID REQUIREMENT 3

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EXISTING CONCRETE, TYPICAL

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CONCRETE BUTTON, TYPICAL