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SHEET NUMBER DRAWING INDEX SHEET NUMBER TITLE G-001 COVER SHEET V-101 EXISTING SITE PLAN V-301 EXISTING SECTIONS C-101 PROPOSED SITE PLAN C-102 PROPOSED SITE PLAN & SECTIONS C-103 1121 GREAT ISLAND ROAD SITE AND TYPICAL LANDSCAPE PLAN VICINITY MAP LOCATION MAP PROPOSED SEAWALL REPLACEMENT NOTICE OF INTENT 1111 - 1121 GREAT ISLAND RD GREAT ISLAND, YARMOUTH, MA NOVEMBER 28, 2022 COVER SHEET SHEET TITLE Prepared by: Foth Infrastructure & Environment, LLC FOR PERMIT PURPOSES ONLY NOT FOR CONSTRUCTION DWG Filename: malcolm chase_plot.dwg Layout: malcolm chace_coversheetDWG Folder Location: #################################################Wednesday, November 30, 2022 12:06:01 PMPrepared for: Great Island H.O.A. Malcolm Chace G-001 SITE SITE LEWIS BAY HYANNIS WEST YARMOUTH NANTUCKET SOUND BARNSTABLE MUNICIPAL AIRPORT GATEWAY ISLES GREAT ISLAND NANTUCKET SOUND FEMA ZONE AE (EL. 15' NAVD88) FEMA ZO N E V E (EL. 15' N A V D 8 8 ) FEMA ZONE X FEMA ZO N E X FEMA Z O N E V E (EL. 15' N A V D 8 8 ) FEMA Z O N E X 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 DWG Filename: malcolm chase_plot.dwg Layout: existing site planDWG Folder Location: pw:\\foth-pw.bentley.com:foth-pw-01\Documents\Clients\Chace Malcolm\0021C026.00\CAD\Drawings\Malcolm Chase_Plot.dwgMonday, November 28, 2022 2:58:10 PMPROJECT NO: 21C026.0 CHECKED DESIGNED DRAWN SURVEYED BY DATE DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER1 2345SHEET TITLE: ISSUANCE: FOR PERMIT PURPOSES ONLY NOT FOR CONSTRUCTIONSEAWALL REPLACEMENT1111-1121 GREAT ISLAND ROAD1111-1121 GREAT ISLAND ROAD, YARMOUTH MAMALCOLM CHACECM/BF 11/27/2022 MC/MW 1/6/2022 AK 8/1/2022 SRS 11/27/2022 EXISTING SITE PLAN V-101 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 40 804020 NOTES: 1.RESULTS OF TOPOGRAPHIC SURVEY BY FOTH INFRASTRUCTURE AND ENVIRONMENT, LLC. (FOTH) ON 01/06/2022. 2.ELEVATIONS ARE IN FEET AND TENTHS, AND REFER TO THE NAVD88 DATUM. 3.RTK GPS CORRECTIONS PROVIDED BY KEYNET. 4.DATUM SHIFT SHOWN WAS CALCULATED USING VDATUM ONLINE AT THE PROJECT SITE. 5.COORDINATES ARE BASED ON NAD83 MASSACHUSETTS MAINLAND STATE PLANE GRID SYSTEM. 6.PROJECT BENCHMARK IS SURVEY NAIL AT GATEWAY MARINA ELEVATION +6.71' MLW (+4.71' NAVD88). 7.SITE BENCHMARK IS MAG NAIL SET IN TOP OF POST CAP AT LANDWARD END OF TIMBER STAIRCASE LOCATED AT 1121 GREAT ISLAND RD EL.+22.39 NAVD88. 8.COASTAL BEACH, NHESP AND PROPERTY LINES SHOWN ARE APPROXIMATE AND BASED UPON THE MOST RECENT AVAILABLE MASSGIS DATA AND TOWN OF YARMOUTH ASSESSOR'S INFORMATION. 9.PROJECT AREA SHOWN LIES WITHIN FEMA ZONE VE EL. 15' AND FEMA ZONE AE EL. 15', AS SHOWN ON THE FLOOD INSURANCE RATE MAPS 25001C0782J, DATED 7/16/2014. 10.THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF SURVEYS ON THE DATES SHOWN, AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. INTERPOLATED INFORMATION FROM BETWEEN DATA POINTS IS NOT GUARANTEED. 11.POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF FOTH. © COPYRIGHT 2022, FOTH INFRASTRUCTURE & ENVIRONMENT, LLC. PROPERTY LINES FROM MAGIS NHESP PRIORITY HABITAT OF RARE SPECIES FROM MAGIS FEMA FLOOD PLAIN COASTAL BANK FROM MA GIS ANNUAL HIGH TIDE LINE (AHTL) = +4.46' NAVD88 MEAN HIGH WATER (MHW) = +1.26' NAVD88 MEAN LOW WATER (MLW) = -2.00' NAVD88 LEGEND EBBFLOODNANTUCKET SOUNDNGREAT ISLAND GREAT ISLAND RD HISTORIC HIGH TIDE LINE FROM MA GIS A V-301 B V-301 C V-301 SEE SHEET C-101 SEE SHEET C-101 MA GIS MAPPED SEAGRASS (2001, 2010-2013, 2015-2017, 2019-2022) PLAN UTILIZES DATUM FROM NOAA vDATUM v3.9. TRANSFORMATION BASED UPON PROJECT LOCATION AT 41°37'24.2821"N, -070°15'46.2954"E -0.26 -2.26 2.00 -2.000.00 DATUM OFFSETS MLLW MLW NAVD 880.00 4.466.46 AHTL 1.263.26 MHW MLW NAVD88 1.10 NGVD 29-0.90 SEE SHEET C-102 SEE SHEET C-103 ElevationOffset 3+00 -20 -10 0 10 20 30 40 -20 -10 0 10 20 30 40 0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50 MLW= -2.00' FEMA ZONE VE (EL. 15') AHTL= 4.46' MHW= 1.26' EX. GRADE EX. SLOPE (2:1) EX. RIP RAP (LIMIT VARIES) EX. REVETMENT ElevationOffset 6+00 -20 -10 0 10 20 30 40 -20 -10 0 10 20 30 40 0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20 MLW= -2.00' AHTL= 4.46' MHW= 1.26' EX. GRADE EX. SLOPE (1:1) EX. SEAWALL EX. RIP RAP (LIMIT VARIES) FEMA ZONE VE (EL. 15')ElevationOffset 8+00 -20 -10 0 10 20 30 40 -20 -10 0 10 20 30 40 0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70 MLW= -2.00' FEMA ZONE VE (EL. 15') AHTL= 4.46' MHW= 1.26'EX. GRADE EX. SLOPE (1:1.3) EX. RIP RAP (LIMIT VARIES) EX. STONE SEAWALL DWG Filename: malcolm chase_plot.dwg Layout: existing sectionsDWG Folder Location: pw:\\foth-pw.bentley.com:foth-pw-01\Documents\Clients\Chace Malcolm\0021C026.00\CAD\Drawings\Malcolm Chase_Plot.dwgMonday, November 28, 2022 2:58:12 PMPROJECT NO: 21C026.0 CHECKED DESIGNED DRAWN SURVEYED BY DATE DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER1 2345SHEET TITLE: ISSUANCE: FOR PERMIT PURPOSES ONLY NOT FOR CONSTRUCTIONSEAWALL REPLACEMENT1111-1121 GREAT ISLAND ROAD1111-1121 GREAT ISLAND ROAD, YARMOUTH MAMALCOLM CHACECM/BF 11/27/2022 MC/MW 1/6/2022 AK 8/1/2022 SRS 11/27/2022 EXISTING SECTIONS V-3011 INCH = FEET (IN FEET) GRAPHIC SCALE 0 10 20105 C V-101 PROPOSED REVETMENT SECTION STA 8+00 B C-101 PROPOSED REVETMENT SECTION STA 6+00 A C-101 PROPOSED REVETMENT SECTION STA 3+00 5+00 6+00 7+00 8+00 PROP. 10' REVETMENT CREST PROP. REVETMENT SLOPE: 1.5H:1V PROP. REGRADING WITH NATIVE PLANTINGS EX. RETAINING WALL TO BE REMOVED (80 SF) EX. STONE WALL TO BE REMAIN SEE SHEET C-103 EX. STONE WALL TO BE REMAIN EX. RETAINING WALL TO BE REMOVED (91 SF) EX. TIMBER STAIRS TO BE REMOVED (124 SF) EX. RETAINING WALL DEBRIS TO BE REMOVED (247 SF) EX. RETAINING WALL DEBRIS TO BE REMOVED (296 SF)DWG Filename: malcolm chase_plot.dwg Layout: proposed site planDWG Folder Location: #################################################Wednesday, November 30, 2022 12:07:06 PMPROJECT NO: 21C026.0 CHECKED DESIGNED DRAWN SURVEYED BY DATE DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER1 2345SHEET TITLE: ISSUANCE: FOR PERMIT PURPOSES ONLY NOT FOR CONSTRUCTIONSEAWALL REPLACEMENT1111-1121 GREAT ISLAND ROAD1111-1121 GREAT ISLAND ROAD, YARMOUTH MAMALCOLM CHACECM/BF 11/27/2022 MC/MW 1/6/2022 AK 8/1/2022 SRS 11/27/2022 PROPOSED SITE PLAN C-101 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 20 402010 EBBFLOODNANTUCKET SOUNDND C-102 E C-102 F C-102 PLAN UTILIZES DATUM FROM NOAA vDATUM v3.9. TRANSFORMATION BASED UPON PROJECT LOCATION AT 41°37'24.2821"N, -070°15'46.2954"E -0.26 -2.26 2.00 -2.000.00 DATUM OFFSETS MLLW MLW NAVD 880.00 4.466.46 AHTL 1.263.26 MHW MLW NAVD88 1.10 NGVD 29-0.90 MATCH LINE - SEE SHEET C-102 9+00 EX. RETAINING WALL TO BE REMOVED (91 SF) PROP. 10' REVETMENT CREST PROP. REVETMENT SLOPE: 1.5H:1V PROP. REGRADING WITH NATIVE PLANTINGS ElevationOffset 8+00 -10 0 10 20 30 -10 0 10 20 30 0 10 20 30 40 50 600-10-20-30-40 MLW= -2.00' AHTL= 4.46' MHW= 1.26' FEMA ZONE VE (EL. 15') PROP. TOP OF REVETMENT (EL. 17 NAVD88) 2 LAYERS OF 2-3 TON ARMOR STONE PROP. ± 18' OF REGRADING WITH NATIVE PLANTING ON 3:1 SLOPE PROP. MIN. 18" LAYER 3" TO 8" CRUSHED STONE PROP. 10 TON TOE STONE (TYP.)±6'-6"PROP. FILTER FABRIC LAYER PROP. BANK COMPATIBLE BACKFILL FOR PLANTINGS 1.5 1 EX. RETAINING WALL TO BE REMOVED ElevationOffset 9+00 -10 0 10 20 30 -10 0 10 20 30 0 10 20 30 40 50 600-10-20-30-40 MLW= -2.00' AHTL= 4.46' MHW= 1.26' FEMA ZONE VE (EL. 15') PROP. TOP OF REVETMENT (EL. 17 NAVD88) 2 LAYERS OF 2-3 TON ARMOR STONE PROP. MIN. 18" LAYER 3" TO 8" CRUSHED STONE PROP. 10 TON TOE STONE (TYP.)±6'-6"PROP. FILTER FABRIC LAYER PROP. BANK COMPATIBLE BACKFILL FOR PLANTINGS 1.5 1 PROP. ± 15' OF REGRADING WITH NATIVE PLANTING ON 3:1 SLOPEElevationOffset 6+00 -10 0 10 20 30 -10 0 10 20 30 0 10 20 30 40 50 600-10-20-30-40 10.00' MLW= -2.00' AHTL= 4.46' MHW= 1.26' FEMA ZONE VE (EL. 15') PROP. TOP OF REVETMENT (EL. 17 NAVD88) 2 LAYERS OF 2-3 TON ARMOR STONE PROP. ± 20' OF REGRADING WITH NATIVE PLANTING ON 3:1 SLOPE PROP. MIN. 18" LAYER 3" TO 8" CRUSHED STONE PROP. 10 TON TOE STONE (TYP.)±6'-6"PROP. FILTER FABRIC LAYER PROP. BANK COMPATIBLE BACKFILL FOR PLANTINGS 1.5 1 EX. RETAINING WALL TO BE REMOVED ElevationOffset 7+00 -10 0 10 20 30 -10 0 10 20 30 0 10 20 30 40 50 600-10-20-30-40 MLW= -2.00' AHTL= 4.46' MHW= 1.26' FEMA ZONE VE (EL. 15') PROP. TOP OF REVETMENT (EL. 17 NAVD88) 2 LAYERS OF 2-3 TON ARMOR STONE PROP. ± 18' OF REGRADING WITH NATIVE PLANTING ON 3:1 SLOPE PROP. MIN. 18" LAYER 3" TO 8" CRUSHED STONE PROP. 10 TON TOE STONE (TYP.)±6'-6"PROP. FILTER FABRIC LAYER PROP. BANK COMPATIBLE BACKFILL FOR PLANTINGS 1.5 1 DWG Filename: malcolm chase_plot.dwg Layout: proposed site plan (2)DWG Folder Location: pw:\\foth-pw.bentley.com:foth-pw-01\Documents\Clients\Chace Malcolm\0021C026.00\CAD\Drawings\Malcolm Chase_Plot.dwgMonday, November 28, 2022 2:58:17 PMPROJECT NO: 21C026.0 CHECKED DESIGNED DRAWN SURVEYED BY DATE DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER1 2345SHEET TITLE: ISSUANCE: FOR PERMIT PURPOSES ONLY NOT FOR CONSTRUCTIONSEAWALL REPLACEMENT1111-1121 GREAT ISLAND ROAD1111-1121 GREAT ISLAND ROAD, YARMOUTH MAMALCOLM CHACECM/BF 11/27/2022 MC/MW 1/6/2022 AK 8/1/2022 SRS 11/27/2022 PROPOSED SITE PLAN & SECTIONS C-102 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 20 402010EBBFLOODNANTUCKET SOUNDN G C-102 PLAN UTILIZES DATUM FROM NOAA vDATUM v3.9. TRANSFORMATION BASED UPON PROJECT LOCATION AT 41°37'24.2821"N, -070°15'46.2954"E -0.26 -2.26 2.00 -2.000.00 DATUM OFFSETS MLLW MLW NAVD 880.00 4.466.46 AHTL 1.263.26 MHW MLW NAVD88 1.10 NGVD 29-0.90 D C-101 PROPOSED REVETMENT SECTION STA 6+00 E C-101 PROPOSED REVETMENT SECTION STA 7+00 F C-101 PROPOSED REVETMENT SECTION STA 8+00 G C-102 PROPOSED REVETMENT SECTION STA 9+001 INCH = FEET (IN FEET) GRAPHIC SCALE 0 10 20105MATCH LINE - SEE SHEET C-101 7+00 8+00 ElevationOffset 7+50 -10 0 10 20 30 -10 0 10 20 30 0 10 20 30 40 500-10-20-30 DWG Filename: malcolm chase_plot.dwg Layout: proposed site plan (3)DWG Folder Location: #################################################Wednesday, November 30, 2022 12:08:11 PMPROJECT NO: 21C026.0 CHECKED DESIGNED DRAWN SURVEYED BY DATE DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER1 2345SHEET TITLE: ISSUANCE: FOR PERMIT PURPOSES ONLY NOT FOR CONSTRUCTIONSEAWALL REPLACEMENT1111-1121 GREAT ISLAND ROAD1111-1121 GREAT ISLAND ROAD, YARMOUTH MAMALCOLM CHACECM/BF 11/27/2022 MC/MW 1/6/2022 AK 8/1/2022 SRS 11/27/2022 1121 GREAT ISLAND ROAD SITE AND TYPICAL LANDSCAPE PLAN C-103 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 20 402010 EBBFLOODNANTUCKET SOUNDN EX. GRADE H C-103 PROPOSED REVETMENT SECTION STA 7+50 PROP. TOP OF REVETMENT (EL. 17 NAVD88) 2 LAYERS OF 2-3 TON ARMOR STONES PROP. 10 TON TOE STONE PROP. MIN. 18" LAYER OF 3" TO 8" CRUSHED STONES DECORATIVE STONE WALL (TYP.) ±20' OF NATIVE VEGETATED BEDS FOR EROSION CONTROL ON A 3:1 SLOPE NATIVE VEGETATED BEDS FOR EROSION CONTROL SCALE: 1"=5' H C-102 2-3 TON ARMOR STONE REVETMENT W/10 TON TOE STONE COBBLE WALKWAY ARMOR STONE TO BE PLACED INTENTIONALLY TO ALLOW BEACH ACCESS REMOVE EX. STAIRS REMOVE EX. RETAINING WALL (TYP.) LIMIT OF EX. ARMOR STONE GROIN (TYP.) PROP. BACKFILL FOR PLANTINGS ±12' OF EXISTING LAWN TO BE REPLACED WITH NATIVE PLANTS AHTL = 4.46' NAVD88 PROPERTY LINE (TYP.) PROP. FILTER FABRIC EX. CONCRETE RETAINING WALL TO BE REMOVED EX. STONE WALL TO BE REMAIN 1 INCH = FEET (IN FEET) GRAPHIC SCALE 0 5 1052.5 PLAN UTILIZES DATUM FROM NOAA vDATUM v3.9. TRANSFORMATION BASED UPON PROJECT LOCATION AT 41°37'24.2821"N, -070°15'46.2954"E -0.26 -2.26 2.00 -2.000.00 DATUM OFFSETS MLLW MLW NAVD 880.00 4.466.46 AHTL 1.263.26 MHW MLW NAVD88 1.10 NGVD 29-0.90 STONE WALLS TO BE REMOVED AND RESET FOR CONSTRUCTION ACCESS NOTE: ADDITIONAL LANDSCAPE PLAN TO BE SUBMITTED TO THE YARMOUTH CONSERVATION COMMISSION BY PROFESSIONAL LANDSCAPE ARCHITECT.