ELLIOTT WAY IMPROVEMENTS

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5 OWNER: THE VILLAGE OF CROTON-ON-HUDSON CROTON-ON-HUDSON TOWN HALL 1 VAN WYCK STREET CROTON-ON-HUDSON, NY 1050 ACTING VILLAGE MANAGER: JANINE KING LOCATION MAP SITE * COMMISSIONER OF PUBLIC WORKS: MARCO GENNARELLI - ACTING COMMISIONER VILLAGE ENGINEER/BUILDING INSPECTOR: DANIEL O'CONNOR, P.E. CIVIL ENGINEER: SITE DESIGN CONSULTANTS 51-F UNDERHILL AVENUE YORKTOWN HEIGHTS, NY P: F: jriina@sitedesignconsultants.com VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY, NEW YORK ELLIOTT WAY IMPROVEMENTS LIST OF DRAWINGS SHEET NUMBER DRAWING TITLE PREPARED BY: DATE: 11/0/15 C-101 OVERALL LAYOUT PLAN C-10 EXISTING CONDITIONS PLAN C-10 EROSION & SEDIMENT CONTROL PLAN C-104 TREE REMOVAL PLAN C-501 SITE DETAILS Civil Engineers Land Planners

6 USACE PROJECT FILE NUMBER: NAN WOM SHEET OF 6 APPLICANT: VILLAGE OF CROTON-ON-HUDSON PROPOSED 6" CONCRETE CURB EXISTING STEEL H PILES AND WOOD PLANKS TO BE REMOVED. NEW STEEL SHEETING SHALL BE INSTALLED TO A DEPTH OF 5 FEET WITH TO CREATE A PERIMETER AROUND THE EXISTING SEDIMENT BASIN. THE TOTAL LENGTH OF SHEETING PERIMETER SHALL BE 70 LF +/- PROPOSED DRAINAGE SYSTEM TO BE INSTALLED WITHIN ROADWAY AND SHALL DISCHARGE AT THE NEW CULVERT HEADWALL PROPOSED GUARDRAIL NEW DRAINAGE SYSTEM TO CONSIST OF STRUCTURES AND HDPE PIPING ELLIOTT WAY +00 PRE-CAST CONCRETE ABUTMENT AT EACH END OF ELEVATED BOARDWALK MINI PILES TO BE INSTALLED W/IN MHW LINE Civil Engineers Land Planners MTA RAILROAD SPRING HIGH WATER ELEVATION.74 FT. PROPOSED 8'-6" WIDE PRE-CAST CONCRETE ELEVATED BOARDWALK TRANSITION POINT FROM ELEVATED BOARDWALK TO CONCRETE SIDEWALK PROPOSED PRE-CAST CONCRETE HEADWALL AND RIP-RAP OUTLET INV. 1.0+/- REMOVE ALL DEMOLITION DEBRIS FROM SHORELINE INCLUDING BUT NOT LIMITED TO CONCRETE SLABS, VEGETATION, DRIFTWOOD AND DEBRIS. THE AREA SHALL RECIEVE STONE RIP-RAP AND NEW VEGETATION AS PER DETAIL. No. Date 1. 6/11/15. 11//15. 1/11/15 Comments: DEC Submission DEC & ACOE Revisions Relocate Wall ELEVATED BOARDWALK PRE-CAST CONCRETE ABUTMENT AT EACH END OF ELEVATED BOARDWALK PROPOSED GUARDRAIL 5+00 PROPOSED 6" CONCRETE CURB '-0" WIDE ASPHALT ROAD PAVEMENT TO BE REPLACED PROPOSED CONCRETE SIDEWALK 7+00 VILLAGE OF CROTON-ON-HUDSON SIDEWALK AT GRADE SCALE: 1"=0'-0" SAFE DIG NOTE: 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY & WATSON, DATED 01/9/1. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or NY Industrial Code Rule 75 requires no less than two working days notice, but not more than ten days notice. C Westchester Co., New York ELLIOTT WAY IMPROVEMENTS EXISTING TIMBER STRUCTURE TO BE DEMOLISHED (BY OTHERS) LAYOUT PLAN PROPOSED PRE-CAST CONCRETE MODULAR BLOCK RETAINING WALL PREPARED FOR EDGE OF OLD WOOD PIER RUINS VILLAGE OF CROTON-ON-HUDSON Village of Croton-On-Hudson 1 C L TRANSITION POINT FROM ELEVATED BOARDWALK TO CONCRETE SIDEWALK DATE: 1" = 0' OVERALL LAYOUT PLAN TABLES F:\011\11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\ENGINEERING\CAD\CD-11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\DWG\11-0 SITE LAYOUT PLAN DEC - ACOE PERMIT DRAWINGS.DWG SCALE: Revisions: SIDEWALK ON GRADE EXISTING TIMBER STRUCTURE TO BE DEMOLISHED (BY OTHERS) MEM VILLAGE OF CROTON-ON-HUDSON EDGE OF OLD WOOD PIER RUINS DRAWN BY: VILLAGE OF CROTON-ON-HUDSON NYS Lic. No EDGE OF CONCRETE BOARDWALK 0//15 TURBIDITY CURTAIN TO RUN ENTIRE LENGTH OF SHORELINE Engineer: EXISTING DRAINAGE PIPE AND STRUCTURES TO BE REMOVED Joseph C. Riina, P.E COPYRIGHT 0'-0" WIDE ASPHALT ROAD PAVEMENT TO BE REPLACED EXISTING SEDIMENT AND DEBRIS TRAP TO BE MAINTAINED AND ACCUMULATED SEDIMENT TO BE REMOVED - REMOVAL VOLUME 80 CY EXISTING CHAIN LINK FENCE TO BE RELOCATED AND INSTALLED AS PROPOSED FENCING 47 LF +/- REMOVE AND REPLACE EXISTING 84"x44" METAL PLATE ARCH CULVERT WITH NEW IN SAME LOCATION AND ELEVATION

7 F:\011\11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\ENGINEERING\CAD\CD-11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\DWG\11-0 SITE LAYOUT PLAN DEC - ACOE PERMIT DRAWINGS.DWG NOTE: 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY & WATSON, DATED 01/9/1. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY SPRING HIGH WATER ELEVATION.74 FT SCALE: 1"=10'-0" SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or NY Industrial Code Rule 75 requires no less than two working days notice, but not more than ten days notice. C - 10 LAYOUT PLAN PREPARED FOR VILLAGE OF CROTON-ON-HUDSON ELLIOT WAY IMPROVEMENTS Village of Croton-On-Hudson Westchester Co., New York EXISTING CONDITIONS PLAN SCALE: 1" = 10' DRAWN BY: MEM DATE: 0//15 Revisions: No. Date Comments: 1. 6/11/15 DEC Submission. 11//15 DEC & ACOE Revisions. 1/11/15 Relocate Wall Engineer: Joseph C. Riina, P.E. NYS Lic. No Civil Engineers Land Planners COPYRIGHT 01 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED

8 F:\011\11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\ENGINEERING\CAD\CD-11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\DWG\11-0 SITE LAYOUT PLAN DEC - ACOE PERMIT DRAWINGS.DWG NOTE: 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY & WATSON, DATED 01/9/1. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY C L C L PRE-CAST CONCRETE HEADWALL WITH RIP-RAP OUTLET PROTECTION SHORELINE EMBANKMENT TO RECEIVE ROCK RIP-RAP AND PLANTINGS FOR PERMANENT STABILIZATION TURBIDITY CURTAIN TO RUN ENTIRE LENGTH OF SHORELINE INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) SEDIMENT FENCE DISTURBED AREAS TO BE RESTORED WITH PLANTINGS SEDIMENT FENCE SCALE: 1"=0'-0" SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or NY Industrial Code Rule 75 requires no less than two working days notice, but not more than ten days notice. C - 10 LAYOUT PLAN PREPARED FOR VILLAGE OF CROTON-ON-HUDSON ELLIOT WAY IMPROVEMENTS Village of Croton-On-Hudson Westchester Co., New York EROSION & SEDIMENT CONTROL PLAN SCALE: 1" = 0' DRAWN BY: MEM DATE: 0//15 Revisions: No. Date Comments: 1. 6/11/15 DEC Submission. 11//15 DEC & ACOE Revisions. 1/11/15 Relocate Wall Engineer: Joseph C. Riina, P.E. NYS Lic. No Civil Engineers Land Planners COPYRIGHT 01 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED

9 F:\011\11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\ENGINEERING\CAD\CD-11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\DWG\11-0 SITE LAYOUT PLAN DEC - ACOE PERMIT DRAWINGS.DWG NOTE: 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY & WATSON, DATED 01/9/1. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY C L SCALE: 1"=10'-0" SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or NY Industrial Code Rule 75 requires no less than two working days notice, but not more than ten days notice C LAYOUT PLAN PREPARED FOR VILLAGE OF CROTON-ON-HUDSON ELLIOT WAY IMPROVEMENTS Village of Croton-On-Hudson Westchester Co., New York TREE REMOVAL PLAN SCALE: 1" = 10' DRAWN BY: MEM DATE: 0//15 Revisions: No. Date Comments: 1. 6/11/15 DEC Submission. 11//15 DEC & ACOE Revisions. 1/11/15 Relocate Wall Engineer: Joseph C. Riina, P.E. NYS Lic. No Civil Engineers Land Planners COPYRIGHT 01 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED

10 USACE PROJECT FILE NUMBER: NAN WOM SHEET 6 OF 6 APPLICANT: VILLAGE OF CROTON-ON-HUDSON PRECAST CONCRETE HEADWALL A 8'-" X 5'-9" MULTI-PLATE PIPE ARCH TO BE FIELD VERIFIED ELLIOT WAY 10'-0" TRAVEL LANE BOX-BEAM GUIDE RAIL (SEE N.Y.S.D.O.T STANDARDS) CONCRETE PAD EXTG. FENCE 1'-0" 8'-6" 8'-0" RAILING PATH 51/" X 6" TREAD BEAM 1/4" PER FOOT ELEVATION CONCRETE CURB % Slope A 5'-0" '-0" 1.65" W RIP RAP (TYP.) OVERHANG NTS POCKETS OF NATIVE VEGETATION TOLERANT TO TIDAL WATER INUNDATION 1" x 16" PERMATRAK BEAM A = 1.8" HELICAL SCREW PILE, INSTALL TO MINIMUM DEPTH AND DESIGN CAPABILITIES ON PLAN 10" 8" 6" 6" B APPROX. EXTG. GR. NTS HELICAL PIER EXTENSION SHAFT-DIAMETER AND DEPTH AS REQUIRED ON PLAN CL PLAN CL RIP-RAP (SEE NOTE ) HELICAL PIER LEAD SECTION W/ BEARING PLATE(S) DIMENSIONS IN INCHES SINGLE OR MULTI HELIX, NO. APPROX. WT. / LBS TBD TBD TBD TBD TBD TBD A VARY DEPENDING ON PIER LOAD AND SOIL CONDITIONS NTS B C D E Joseph C. Riina, P.E. SPECIAL SIZES NOT LISTED, CAN BE MANUFACTURED UPON REQUEST NOTES: S- TYPICAL SEDIMENT BASIN SHEETING DETAIL All exposed edges to have 1" beveled corners apron by contractor in field reinforcing w/ #4 1" O.C.E.W. Engineer: 1. HEADWALL DETAIL S-5 NYS Lic. No '-0" TRAVEL LANE Civil Engineers Land Planners METRO NORTH RIGHT OF WAY D E COPYRIGHT CL C ELLIOT WAY CL POCKETS OF NATIVE VEGETATION TOLERANT TO TIDAL WATER INUNDATION PLAN TYPICAL ROADWAY CROSS SECTIONS S-1 S-4 N.T.S. TURBIDITY BARRIER DETAIL CAST IRON FRAME & GRATE MANUFACTURED BY CAMPBELL FOUNDRY HEAVY DUTY BIKE SAFE MODEL NO. 408 OR APPROVED EQUAL BRICK LEVELING COURSE (1" MAX) 8" TBD REINFORCEMENT AS REQUIRED FOR PRE CAST CONCRETE STRUCTURE APPROVED SUB GRADE 6" OF /4" CRUSHED STONE SOIL MIX" CLAY: 55% LOAM: 5% PEA GRAVEL: 10% COMPOST: 10% GEOJUTE - ALL NATURAL, BIODEGRADABLE FABRICS S- SECTION NOTES: PROPOSED BOULDER RIP-RAP TYPE 1-, 000 LB,.5' TO ' DIAMETER 1. Where depth of catch basin exceeds 10 ft, inside dimensions shall be 48" x 48".. Top of basin shall be built with precast concrete structural slab designed for H-0 loading. FILTER FABRIC AND COCONUT MAT SHALL BE EXTENDED SO THAT AT LEAST 1" IS PINNED UNDER BOULDERS SHORELINE PROTECTION DETAIL S-6 HEADWALL AND DRAINAGE STRUCTURE DETAIL PREPARED FOR PROPOSED BOULDER RIP-RAP TYPE 1-, 000 LB,.5' TO ' DIAMETER LAYOUT PLAN 15" MAX COCONUT FIBER MAT 6" WIDE CAST IRON OR POLYPROPYLENE COATED STEEL STEPS AT 1" O.C. ELLIOTT WAY IMPROVEMENTS 18" SUMP RANDOM PLANTINGS AS PER PLANT LIST PLANTS SHALL BE PLACED NO CLOSER THAN 8" O.C. AND NO GREATER THAN 1" O.C. VILLAGE OF CROTON-ON-HUDSON TBD PRECAST CONC. BASIN WITH 18" SUMP C Village of Croton-On-Hudson 88" X 44" MULTI- PLATE PIPE ARCH TO BE FIELD VERIFIED 1 SF TO 16 SF PLANTING AREAS AT APPROXIMATELY 10' SPACING Westchester Co., New York CUT PIPE FLUSH WITH WALL 1" F:\011\11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\ENGINEERING\CAD\CD-11-0 VILLAGE OF CROTON ON HUDSON - ELLIOTT WAY\DWG\11-0 DETAILS DWG SET FLUSH WITH PAVEMENT FINISHED GRADE DATE: 8'-" X 5'-9" MULTI-PLATE PIPE ARCH TO BE FIELD VERIFIED 0//15 CRUSHED STONE 6'-0" TO BE FIELD DETERMINED PRECAST CONCRETE HEADWALL 1'-0" TO BE FIELD DETERMINED 1" OF 4" EXISTING CONCRETE HEADWALL SITE DETAILS BEACH SHORELINE MEM CONCRETE CURB % Slope PRE-CAST CONCRETE WALL DRAWN BY: AT GRADE SIDEWALK Date Comments: 6/11/15 DEC Submission 11//15 DEC & ACOE Revisions EXTG. FENCE 1'-0" CONCRETE PAD No. 1.. ASPHALT PAVEMENT REPLACEMENT CAST-IN-PLACE CONCRETE CRADLE. TIE PRE-CAST CONCRETE CATCH BASIN TO CRADLE WITH #5 1" O.C. NTS BOX-BEAM GUIDE RAIL (SEE N.Y.S.D.O.T STANDARDS) RAILING Revisions: 10'-0" TRAVEL LANE SCALE: 10'-0" TRAVEL LANE BARRIER DEPTH METRO NORTH RIGHT OF WAY