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HomeMy WebLinkAboutCOMPLETE DESIGN REVIEW Comment Sheet - 28 South Shore Dr - RJ Resorts Beach Resort 080223 W MATERIALSPLANNING BOARD PRESENTATION SET 19 JULY 2023 28 SOUTH SHORE DR. SOUTH YARMOUTH, MA 02664 PROPERTY LINE NANTUCKET SOUND THATCHER BEACH PARK COTTAGES RIVERSIDEBEACHSIDE HOTEL LOBBY BEACH ACCESS BEACH A C C ES SPAWKANNAWKUT DRIVELEWIS LAKE RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 EXISTING SITE CONDITION 2,500 SF O F D U N E R E S T O R A TI O N PLANT WI T H A M E RI C A N B E A C H G R A S S AND SE A SI D E G O L D E N R O D @ 1 8" O N CENTER T O I N C R E A S E N A TI V E VEGETA TI O N D E N SI T Y 2,500 SF L A W N C O N V E R S A TI O N T O N A TI V E VEGETA TI O N A S MI TI G A TI O N. 2 2 0 S F O F E XI S TI N G LANDSC A P E B E D S T O A L S O B E C O N V E R T E D T O NATIVE V E G E T A TI O N 265 SF A R E A O F D U N E R E S T O R A TI O N ADD AP P R O XI M A T E L Y 1 0 C U BI C Y A R D S O F COMPATI B L E S E DI M E N T O N E R O D E D PORTIO N O F B E R M WI T HI N T H E C O A S T A L DUNE A N D P L A N T WI T H A M E RI C A N BEACHG R A S S A N D S E A SI D E G O L D E N R O D @ 18" ON C E N T E R T O V E G E T A T E A N D STABILI Z E S E DI M E N T REMOV E O N E S T A T E- LI S T E D I N V A SI V E G R A Y WILLOW S A P LI N G ( Salix cin e r e a ) THAT IS SPROUTI N G F R O M T H E E XI S TI N G B U L K H E A D USING A C U T A N D WI P E T E C H NI Q U E WI T H A N HERBICI D E A P P R O V E D F O R U S E I N W E T L A N D S REMOVE O N E S T A T E- LI S T E D I N V A SI V E G R A Y WILLOW S A P LI N G ( Salix cin e r e a ) THAT IS SPROUTI N G F R O M T H E E XI S TI N G B U L K H E A D U SI N G A CUT A N D WI P E T E C H NI Q U E WI T H A N H E R BI CI D E APPROV E D F O R U S E I N W E T L A N D S 42"HB42"HB42"HB42"HB60"72"18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"6'-6"6'-6"15"W15"W6'-6"3'-4"3'-6"4'-10"1'-10"4'-10 "1'-10"6'-6"3'-2"3'-6"6'-6"6'-6" 6'-8"6'-8"6'-6"6'-6"6'-6" 6'-6" 3'-2"3'-6"3'-4"3'-6"4'-10"1'-10"4'-10" 1'-10"4'-10"1'-10"4'-10"1'-10"DN(4R)2'-6"UP(14R)8'-6"UP(14R)8'-6"DN(4R)2'-6"38"38 "38"38 "38"38"58"TV60"TV 80"80"10"W 15"W A/C 16"H @0'-1"A/C 16"H@0' -1"UP(14R )8'-6"DN(4R)2'-6"UP(14R)8'-6"DN(4R)2'-6"38"38"38"38"38"38"-0 '-7"-0'-7" 34"34"S KYLIGHT-0'-7"RM 3054B2B80"80"34"34"36"32"32"-0'-7"RM 3074B2BW.H.W.H. RM 309 3B2B RM 310 3B2B 74"74"15"15" 36" 32" 36" RM 311 3B1B RM 312 3B1B UP OCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 SUTF 155 TRAD2 157 TRAD2 159 TRAD2 161 TRAD2 163 POOL2 164 POOL2 162 POOL2 160 POOL2 158 POOL2 156 POOL2 154 POOL2 153 POOL2 152 TRADFM 151 TRAD2 150 TRAD2 149 TRAD2 148 ALCO 147 RVR2 101 RVR2 102 RVR2 103 RVR2 104 RVR2 105 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 POOL2 114 POOL1 116 POOL2 118 POOL1 120 POOL2 122 POOL2 124 POOL2 126 POOL2 128 POOL2 130 POOL2 132 POOL1 134 POOL2 136 OCF2 138 OCF2 139 OCF2 140 OCF2 141 OCF2 142 OCF2 143 OCF2 144 OCF2 145 OCF1 146 RVRFM 137 RFRFM 135 RVR2 133 RVRFM 131 RVR2 129 RVR2 127 RVR2 125 RVR2 123 RVR2 121 RVR2 119 RVR 117 RVRFM 115 RVR2 111 RVR2 109 RVR2 107 OCF2 168 OCF2 167 OCF2 166 OCF2 165 SHWRSHWR SHWR TUB TUB TUB TUB TUB VAN OVERALL SHRUB PLANTING PLAN L5-102Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW SUBMITTAL AM N.A.P.CONSERVATION COMMISSION.SEE WILKINSON ECOLOGICALDESIGN'S DRAWINGS FOR DETAILS.RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 OVERALL LANDSCAPE SITE PLAN 05’20’40’ 1” = 20’ RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 POOL AREA | ENLARGEMENT PLAN TO THE BEACH TO THE COTTAGES TO THE LOBBY POOLSIDE BLDG 2 RIVERSIDE BLDG 1 CENTRAL FIREPLACE CANTENARY LIGHTS TOWEL + WATER STATION POOLSIDE FUNCTION SPACE DOUBLE CABANAMOVEABLE FIRE TABLE OUTDOOR BAR BEACH FRONT DRINKING RAIL BAR MOVEABLE UMBRELLA WEST ENTRY NORTH ENTRY EAST ENTRY BEACH FRONT EVENT LAWN POOL SPA 77’-6” 40’ 9’ 24’15’32’ 42"HB42"HB42"HB42"HB60"72"18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"OCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 SUTF 155 TRAD2 157 TRAD2 159 TRAD2 161 TRAD2 163 POOL2 164 POOL2 162 POOL2 160 POOL2 158 POOL2 156 POOL2 154 POOL2 153 POOL2 152 TRADFM 151 TRAD2 150 TRAD2 149 TRAD2 148 ALCO 147 RVR2 101 RVR2 102 RVR2 103 RVR2 104 RVR2 105 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 POOL2 114 POOL1 116 POOL2 118 POOL1 120 POOL2 122 POOL2 124 POOL2 126 POOL2 128 POOL2 130 POOL2 132 POOL1 134 POOL2 136 OCF2 138 OCF2 139 OCF2 140 OCF2 141 OCF2 142 OCF2 143 OCF2 144 OCF2 145 OCF1 146 RVRFM 137 RFRFM 135 RVR2 133 RVRFM 131 RVR2 129 RVR2 127 RVR2 125 RVR2 123 RVR2 121 RVR2 119 RVR 117 RVRFM 115 RVR2 111 RVR2 109 RVR2 107 OCF2 168 OCF2 167 OCF2 166 OCF2 165 SHWRSHWR SHWR TUB TUB TUB TUB TUB TREE ENLARGEMENT PLANTING PLAN - POOL DECK L5-201Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW SUBMITTAL AM CONSERVATION COMMISSION. SEE WILKINSON ECOLOGICAL DESIGN'S DRAWINGS FOR DETAILS. POOL SPA PAVILION RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 TREE ENLARGEMENT PLAN - POOL DECK 42"HB42"HB42"HB42"HBTRAD2 149 TRAD2 148 ALCO 147 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW SUBMITTAL TREE ENLARGEMENT PLANTING PLAN - PORTE COCHERE L5-202 AMRED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 TREE ENLARGEMENT PLAN - PORTE COCHERE SKYLIGHTOCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 TUB Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW SUBMITTAL TREE ENLARGEMENT PLANTING PLAN - MAIN ARRIVAL L5-203 AMRED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 TREE ENLARGEMENT PLAN - MAIN ARRIVAL 42"HB42"HB42"HB42"HB60"72"18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"OCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 SUTF 155 TRAD2 157 TRAD2 159 TRAD2 161 TRAD2 163 POOL2 164 POOL2 162 POOL2 160 POOL2 158 POOL2 156 POOL2 154 POOL2 153 POOL2 152 TRADFM 151 TRAD2 150 TRAD2 149 TRAD2 148 ALCO 147 RVR2 101 RVR2 102 RVR2 103 RVR2 104 RVR2 105 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 POOL2 114 POOL1 116 POOL2 118 POOL1 120 POOL2 122 POOL2 124 POOL2 126 POOL2 128 POOL2 130 POOL2 132 POOL1 134 POOL2 136 OCF2 138 OCF2 139 OCF2 140 OCF2 141 OCF2 142 OCF2 143 OCF2 144 OCF2 145 OCF1 146 RVRFM 137 RFRFM 135 RVR2 133 RVRFM 131 RVR2 129 RVR2 127 RVR2 125 RVR2 123 RVR2 121 RVR2 119 RVR 117 RVRFM 115 RVR2 111 RVR2 109 RVR2 107 OCF2 168 OCF2 167 OCF2 166 OCF2 165 SHWRSHWR SHWR TUB TUB TUB TUB TUB SHRUB ENLARGEMENT PLANTING PLAN - POOL DECK L5-204Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW SUBMITTAL AM SCHEDULEGROUND COVER & GRASSES MITIGATION SCHEDULE (BY W.E.D.) CONSERVATION COMMISSION. SEE WILKINSON ECOLOGICAL DESIGN'S DRAWINGS FOR DETAILS. POOL SPA PAVILION RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 SHRUB ENLARGEMENT PLAN - POOL DECK 42"HB42"HB42"HB42"HBTRAD2 149 TRAD2 148 ALCO 147 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW SUBMITTAL SCHEDULEGROUND COVER & GRASSES MITIGATION SCHEDULE (BY W.E.D.) SHRUB ENLARGEMENT PLANTING PLAN - PORTE COCHERE L5-205 AMRED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 SHRUB ENLARGEMENT PLAN - PORTE COCHERE SKYLIGHTOCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 TUB Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW SUBMITTAL SCHEDULEGROUND COVER & GRASSES MITIGATION SCHEDULE (BY W.E.D.) SHRUB ENLARGEMENT PLANTING PLAN - MAIN ARRIVAL L5-206 AMRED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 SHRUB ENLARGEMENT PLAN - MAIN ARRIVAL XL1 XL1 XL1 XL1 XP1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XP1 XP1 XP1 XP1 XP1XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1XP1 XP1 XP1 XDP2 XDP2 XDP2 XDP2 XDP2 XDP2 XDP2 XDP2 XL1 XL1 J JFFEF FFEF J JFFEF FFEF J JFFEF FFEF J JFFEF FFEF XP1 XL1 XL1 XL1 XL1 XL1 XL1 XL1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XL1 XL1 XP1 XP1 XL1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1OOOXZ2OOOXZ2OOOXZ2OOOOXZ2OOOOOOOOOOOOOOOOOOOOOOOOXZ2 XZ2 XZ2 XZ2 XZ2 XZ2 XZ2 XP1 XP1 XP1 XP1XP1 XP1 XP1 XP1 XP1 42"HB42"HB42"HB42"HB60"72"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"APPROX. LOCATION OF SUBSURFACE SEPTIC AREA (TYP.) 7 8 1071 3SOUTH SHORE DRIVEFPCOVEREDSTORAGE10"4"4"4"4"4"6"8"12"6"M&SM&SM&SM&SM&SM&SGRASSGRASSGRASSGRASSGRASSGRASSGRASS M&SM&SM&SCOBB.M&SGRASSM&SM&SM&S M&S COASTAL DUNECOASTAL DUNECOAST AL D U N E CBDH(FD)RIP-RAPRIP-RAPRIP-RAPRIP-RAP100' COASTALBUFFER ZONE100' COASTAL BUFFER ZONE100' COASTALBUFFER ZONESOUTH SHORE DRIVESHWRSHWR SHWR TUB TUB TUB TUB TUB XP10 XP10 XP10 XP10 XP10 XP10 XP10 XL1 XL1 XP1 XP1 XP1 XP1 XP1 XP1 XL1 XL1 XP1 XP1 XP1 XP1 XP1 XP1 XP1XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 0.1 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.1 0.2 0.4 0.4 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.3 0.9 1.0 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.3 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 1.1 1.1 0.3 0.3 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.2 0.3 0.3 0.1 0.2 0.3 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 1.0 1.0 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.3 0.4 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.4 0.4 0.3 0.4 0.4 1.4 1.1 0.4 0.4 0.3 0.3 0.3 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.1 0.2 0.4 0.4 0.3 0.3 0.2 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.8 1.7 0.1 0.1 2.1 0.5 1.5 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.2 0.2 0.7 0.9 0.0 0.1 1.2 0.1 0.2 1.2 0.1 0.1 1.1 0.2 0.3 1.1 0.1 1.0 0.5 0.4 1.2 0.1 0.6 1.1 0.1 0.6 1.0 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.4 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.1 0.0 0.0 0.1 0.5 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.7 0.3 0.0 0.0 0.1 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.3 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.2 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.4 0.2 0.6 0.6 0.2 0.0 0.2 0.6 0.5 0.2 0.5 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.3 0.3 0.0 0.0 0.1 0.4 0.2 0.0 0.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.1 0.0 0.1 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.4 0.0 0.1 0.5 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.4 0.2 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.5 0.2 0.0 0.0 0.1 0.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.7 0.4 0.1 0.2 0.1 0.4 0.2 0.0 0.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.2 0.5 0.5 0.3 0.0 0.0 0.0 0.3 0.5 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.3 0.5 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 0.4 0.0 0.1 0.1 0.4 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.2 0.0 0.0 0.2 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.3 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.5 0.5 0.5 0.3 0.0 0.0 0.5 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.2 0.0 0.0 0.1 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.2 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.6 0.3 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 1.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.2 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.0 0.6 0.3 0.1 0.8 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.8 0.2 0.0 0.9 0.2 0.1 0.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.6 0.1 0.0 0.1 0.1 0.2 1.2 0.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.3 0.1 0.1 0.4 1.6 0.9 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 1.1 1.0 1.2 0.1 0.2 0.3 1.1 1.3 0.7 0.4 0.4 0.5 0.4 0.6 0.4 0.2 0.1 0.3 0.6 0.5 0.4 0.4 0.3 0.6 0.5 0.5 1.0 0.6 1.1 0.4 0.3 0.8 3.6 3.4 3.5 2.7 1.5 3.1 4.0 3.2 1.3 0.3 3.4 3.2 3.4 2.4 1.4 3.3 3.5 3.2 1.9 0.2 0.4 1.3 0.1 0.1 0.0 0.1 0.4 0.0 0.7 1.0 0.1 0.1 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GENERAL SITE LIGHTING GUIDELINESA.All Exterior and Site Lighting associated with the property shall be shielded, directed downward, and not impact adjacent lands, streets, paths, or night sky.B.Only 2700K Warm White LED Light Sources (lamps) shall be used. Light Sources shall not be visible from any street right-of-way.C.Light Fixtures shall be installed in such a manner that light does not spill onto adjacent properties.LIGHT FIXTURES SPECIFIED FOR THE SITE AND EXTERIOR LIGHTING DESIGN ADHERE TO GUIDELINES USING THE FOLLOWING TECHNIQUES:1.Spill Control Optics2.Full Cut-off3.Capable of Photocell and Motion Sensor Control LIGHT LEVELS AND LIGHT FIXTURE CRITERIALight Trespass: Light levels at property boundaries shall not exceed 0.1 footcandles.Lumen Density: Lighting installed or directed at the Ground Level shall not exceed a lumen density of 50,000 lumens per acre of developed area.Pole Mounted Lighting:1.Lighting Standards (Light Poles) shall not exceed 12 feet in height.2.Traditional New England "period" decorative light poles and pole-mounted fixtures shall be used.Non-Decorative Lighting: Shall be tinted amber or in some manner acceptable to the Town in order to reduce glare. sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.1 S SHORE DR, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM06/05/23224010 Checker Author 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 3187 Airway Avenue Building C Costa Mesa, CA 92626 949.681.0500 www.firstcircledesign.com 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL SITE LIGHTING PHOTOMETRIC STUDY PLAN 1-LT1-021 1" = 20' SITE LIGHTING PHOTOMETRIC STUDY PLAN1RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 SITE LIGHTING PHOTOMETRIC PLAN D. Wall Light at Restroom A C. Landscape Accent Light B. Catenary Light at Walkway A. 24 in BollardA B B CC D 42"HB42"HB42"HB42"HB60"72"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"OCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 SUTF 155 TRAD2 157 TRAD2 159 TRAD2 161 TRAD2 163 POOL2 164 POOL2 162 POOL2 160 POOL2 158 POOL2 156 POOL2 154 POOL2 153 POOL2 152 TRADFM 151 TRAD2 150 TRAD2 149 TRAD2 148 ALCO 147 RVR2 101 RVR2 102 RVR2 103 RVR2 104 RVR2 105 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 POOL2 114 POOL1 116 POOL2 118 POOL1 120 POOL2 122 POOL2 124 POOL2 126 POOL2 128 POOL2 130 POOL2 132 POOL1 134 POOL2 136 OCF2 138 OCF2 139 OCF2 140 OCF2 141 OCF2 142 OCF2 143 OCF2 144 OCF2 145 OCF1 146 RVRFM 137 RFRFM 135 RVR2 133 RVRFM 131 RVR2 129 RVR2 127 RVR2 125 RVR2 123 RVR2 121 RVR2 119 RVR 117 RVRFM 115 RVR2 111 RVR2 109 RVR2 107 OCF2 168 OCF2 167 OCF2 166 OCF2 165 SHWRSHWR SHWR TUB TUB TUB TUB TUB sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW SUBMITTAL OVERALL HARDSCAPE PLAN L3-201ZAM DESCRIPTIONKEY SF-1 UMBRELLA W/ IN-GROUND SLEEVES DESCRIPTIONKEY WF-1 MAIN POOL POOL SCHEDULEWATER FEATURE AND WF-2 SPA AT MAIN POOL HAND RAIL & ADA LIFT CHAIR PRECAST CONCRETE COPING WATERLINE TILES STEP TRIM DEPTH MARKER WATERLINE TILES PRECAST CONCRETE COPING WATERLINE TILES STEP TRIM DEPTH MARKER WATERLINE TILES DESCRIPTIONKEY CE-1 CONSTRUCTION ELEMENT WF-3 STAINLESS STEEL, MARINE-GRADE ADA APPROVED OUTDOOR SHOWER (MAIN POOL) CE-2 CE-3 CE-4 HAND RAIL & ADA LIFT CHAIR DESCRIPTIONKEY P-1 DESCRIPTIONKEY DESCRIPTIONKEY P-2 W-1 F-1 F-2 5' H GLASS W/ ALUMINUM STANCHIONS POOL ENCLOSURE FENCE CMU BUILD UP PILASTER W/ BRICK CLADDING (POOL FENCE CORNERS) 5' HIGH ALUMINUM POOL ENCLOSURE FENCE DESCRIPTIONKEY S-1 P-3 G-2 5' MIN. HT. x 3' W. GLASS AND TUBULAR STEEL SINGLE GLASS POOL GATE S-2 S-3 POOL ENTRY ARBOR S4S WOOD STRUCTURE S-4 EXISTING FIRE RING/TABLE S-5 CATENARY LIGHTING SYSTEM (FESTOON LIGHTING) S4S WOOD HANGING LIGHT POST 5' MIN. HT. x 6' W. GLASS & TUBULAR STEEL DOUBLE GLASS POOL GATE G-1 R-1 3' HT. TUBULAR STEEL HANDRAIL AT PAVILION R-2 3' HT. TUBULAR STEEL HANDRAIL AT BEACH ACCESS STAIRS FOOTNOTES: 1.RUNNING BOND / ASHLER PATTERN PER PLAN. DESCRIPTIONKEY PS-1 PAVING STAIR SCHEDULE CLAY BRICK PAVERS (PAVILION/STRUCTURE STEPS) WOOD STAIRS BEACH ACCESS (OVER EXISTING SEAWALL)PS-2 CMU BUILD UP W/ BRICK CLADDING FIREPLACE POOL CABANA SITE ELEMENT SCHEDULE WALL SCHEDULE FENCE/GATE/RAIL SCHEDULE CLAY BRICK PAVERS SET ON CONCRETE BASE CLAY BRICK PAVERS SET ON SAND BASE CLAY BRICK PAVERS (PAVILION STRUCTURE) 1 EXISTING RAISED PLANTER TO REMAIN EXISTING STAMPED ASPHALT TO REMAIN NEW CONCRETE CURB BY CIVIL EXISTING WALL TO REMAIN EXISTING WALKWAY TO REMAIN PAVILION STEPS BY ARCHITECT SITE FURNITURE/FF&E BY INTERIORS EXISTING PARKING TO REMAIN PAVILION BY ARCHITECT SLOT DRAIN BY CIVIL TOWEL & WATER KIOSK BY INTERIORS RAISED DECK & STEPS AT PATIOS TO REMAIN EXISTING FENCE TO REMAIN EXISTING WOOD FENCE AND DECK TO REMAIN 35' COASTAL BUFFER ZONE 50' COASTAL BUFFER ZONE 100' COASTAL BUFFER ZONE POOL EQUIPMENT BY POOL ENGINEER NATIVE GRASS LAWN PER TOWN'S CODE POWER PEDESTAL BY ELECTRICAL GROUNDBOX BY ELECTRICAL RESTORATION & MITIGATION BY ECOLOGY TEAM EXISTING UTILITY STORMWATER BIOFILTRATION SYSTEM BY CIVIL EXISTING FIRE HYDRANT ADA POOL LIFT BY POOL ENGINEER STORMWATER DETENTION VAULT BY CIVIL KEYNOTES 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 P-1 W-1 SF-1 PS-1 PS-2 W-1 F-1 S-1 S-2 S-3 S-4 S-5 WF-1 WF-2 WF-3 P-2 P-3 R-1 R-2 G-1 G-1 G-2 F-2 F-2 HARDSCAPE ENLARGEMENT PLAN - POOL DECKRED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 MATERIAL BOARD | ARCHITECTURE PV WEST ELEVATION PV SOUTH ELEVATION sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 6/12/2023 4:25:28 PMMATERIAL BOARD 4-A0-011 4-PV 06/05/23224010 Checker Author 1/4" = 1'-0"PV SOUTH ELEVATION 1 +/- 0'-0"PAVILION FFL 05 04 02 0706 02 01 03 +/- 12'-4" PAVILION EAVE +/- 16'-3" PAVILION RIDGE +/- 9'-0" B. O. STRUCT. +/- 21'-0" T. O. FIREPLACE +/- 0'-0"PAVILION FFL +/- 9'-0" B. O. STRUCT. 1/4" = 1'-0"PV WEST ELEVATION 2 +/- 21'-0" T. O. FIREPLACE 4 1/2 12 4 1/2 12 3 12 3 12 03 06 05 02 02 01 MATERIAL BOARD 07. BRICK PAVERS COLOR:RED LOCATION:STEPS 06. BRICK PAVERS COLOR:RED LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD SIDING COLOR:WHITE LOCATION:BAR 03. BRICK VENEER COLOR:RED LOCATION:FIREPLACE 02. PAINT WD / COMPOSITE WD COLOR:WHITE (SW -7006) LOCATION:COLUMNS, BEAMS, TRELLIS 01. STANDING SEAM MTL ROOF COLOR:CHARCOAL GRAY LOCATION:PAVILION ROOF 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 6/12/2023 4:25:28 PMMATERIAL BOARD 4-A0-011 4-PV 06/05/23224010 Checker Author 1/4" = 1'-0"PV SOUTH ELEVATION 1 +/- 0'-0" PAVILION FFL 05 04 02 0706 02 01 03 +/- 12'-4" PAVILION EAVE +/- 16'-3" PAVILION RIDGE +/- 9'-0" B. O. STRUCT. +/- 21'-0" T. O. FIREPLACE +/- 0'-0" PAVILION FFL +/- 9'-0" B. O. STRUCT. 1/4" = 1'-0"PV WEST ELEVATION 2 +/- 21'-0" T. O. FIREPLACE 4 1/2 12 4 1/2 12 3 12 3 12 03 06 05 02 02 01 MATERIAL BOARD 07. BRICK PAVERS COLOR:RED LOCATION:STEPS 06. BRICK PAVERS COLOR:RED LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD SIDING COLOR:WHITE LOCATION:BAR 03. BRICK VENEER COLOR:RED LOCATION:FIREPLACE 02. PAINT WD / COMPOSITE WD COLOR:WHITE (SW -7006) LOCATION:COLUMNS, BEAMS, TRELLIS 01. STANDING SEAM MTL ROOF COLOR:CHARCOAL GRAY LOCATION:PAVILION ROOF 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 PV EAST ELEVATION PV NORTH ELEVATION sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 6/12/2023 4:26:20 PMMATERIAL BOARD 4-A0-012 4-PV 06/05/23224010 Checker Author 1/4" = 1'-0"PV NORTH ELEVATION 1 1/4" = 1'-0"PV EAST ELEVATION 2 4 1/2 12 4 1/2 12 01 05 04 02 02 +/- 0'-0" PAVILION FFL +/- 21'-0" T. O. FIREPLACE +/- 16'-3" PAVILION RIDGE +/- 12'-4" PAVILION EAVE +/- 0'-0"PAVILION FFL 06 03 06 04 05 0302 02 01 3 12 3 12 +/- 12'-4" PAVILION EAVE +/- 16'-3" PAVILION RIDGE +/- 9'-0" B. O. STRUCT. MATERIAL BOARD 07. BRICK PAVERS COLOR:RED LOCATION:STEPS 06. BRICK PAVERS COLOR:RED LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD SIDING COLOR:WHITE LOCATION:BAR 03. BRICK VENEER COLOR:RED LOCATION:FIREPLACE 02. PAINT WD / COMPOSITE WD COLOR:WHITE (SW -7006) LOCATION:COLUMNS, BEAMS, TRELLIS 01. STANDING SEAM MTL ROOF COLOR:CHARCOAL GRAY LOCATION:PAVILION ROOF 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 6/12/2023 4:26:20 PMMATERIAL BOARD 4-A0-012 4-PV 06/05/23224010 Checker Author 1/4" = 1'-0"PV NORTH ELEVATION 1 1/4" = 1'-0"PV EAST ELEVATION 2 4 1/2 12 4 1/2 12 01 05 04 02 02 +/- 0'-0" PAVILION FFL +/- 21'-0" T. O. FIREPLACE +/- 16'-3" PAVILION RIDGE +/- 12'-4" PAVILION EAVE +/- 0'-0" PAVILION FFL 06 03 06 04 05 0302 02 01 3 12 3 12 +/- 12'-4" PAVILION EAVE +/- 16'-3" PAVILION RIDGE +/- 9'-0" B. O. STRUCT. MATERIAL BOARD 07. BRICK PAVERS COLOR:RED LOCATION:STEPS 06. BRICK PAVERS COLOR:RED LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD SIDING COLOR:WHITE LOCATION:BAR 03. BRICK VENEER COLOR:RED LOCATION:FIREPLACE 02. PAINT WD / COMPOSITE WD COLOR:WHITE (SW -7006) LOCATION:COLUMNS, BEAMS, TRELLIS 01. STANDING SEAM MTL ROOF COLOR:CHARCOAL GRAY LOCATION:PAVILION ROOF 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL MATERIAL BOARD | ARCHITECTURE RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 FIRST LEVEL FLOOR PLAN- PAVILION | ARCHITECTURE 4-A3-002 2 4-A3-001 2 4-A3-002 1 4-01 4-04 4-05 4-08 4-B 4-A 4-A3-001 1 4-02 4-03 4-06 4-07 10'-0"15'-0"10'-0"+/- 15'-6 1/2"10'-0"15'-0"10'-0"3'-4"30'-0"3'-4"1 4-A4-001 2 4-A4-001 3 4-A4-001 ACCESS BAR WALKWAY ACCESS +/-0'-0" FFL REFERENCE ACCESS POOL SEATING AREA OUTDOOR POOL DECK DRINKING RAIL 08-01 01-01 32-09 10-01 06-11 05-01 06-03 12-02 10-02 32-06 32-05 12-02 06-08 85'-6 1/2" 10-03 26-01 TYP TYP TYP TYP 06-08 36'-8"07-02 07-03REFER TO I.D.+/- 3'-6"60" MIN. CLR. 5'-2"19" MIN. CLR.2'-0"19" MIN. CLR. 1'-7"19" MIN. CLR.1'-7"MIN. CLR.3'-0".10-04 PER 521 CMR 17.00 TYP. 3'-0" MIN. CLR. 19'-3"6'-9" 07-04 07-04 EQ.10'-0"EQ.ALIGNSLOPE ARROW, SLOPE 1/8" PER FOOT @ INTERIOR AREAS & 1/4" PER FOOT @ EXTERIOR AREAS U.N.O. FLOOR DRAIN - REFER TO PLUMBING DRAWINGS RECESSED FIRE EXTINGUISHER CABINET NEW WALLS AND PARTITIONS REFER TO WALL TYPES EXISTING WALLS TO REMAIN NOT IN CONTRACT / NOT IN SCOPEN.I.C. LEGENDS 30" x 48" CLEAR FLOOR SPACE. GENERAL NOTES A. DO NOT SCALE DRAWING. DIMENSIONS ARE TO THE FACE OF GYPSUM WALL BOARD / SHEATING U.N.O.B. CEILING HEIGHTS ARE FROM FINISH FLOOR LEVEL U.N.O.C. WHERE FIXTURES SMALLER THAN 24" X 24" OCCUR AT ACT CEILING, CENTER FIXTURE ON THE TILE U.N.O. D. USE MOSITURE RESISTANT GYPSUM BOARD AT WET AREAS SUCH AS TOILETS AND KITCHENS E. ALL CEILING ACCESS PANELS TO MATCH ADJACENT CEILING COLOR. F. THE GENERAL CONTRACTOR TO CROSS-CHECK THE INTERIOR AND MEP DRAWINGS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE ORDERING / INSTALLATION OF MECHANCIAL, ELECTRICAL AND PLUMBING WORK. ANY DISCREPAMCIES BETWEEN THE ARCHITECTURAL, INTERIOR AND/OR MEP DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS' ATTENTION FOR CLARIFICATION. G. SUSPENDED CEILING GRID / LAY-IN TILES SHALL BE SET- OUT CENTERED IN THE ROOM U.N.O.H. PROVIDE SEISMIC BRACING AND COMPRESSION STRUTS AS REQUIRED BY CODE. SUSPEND MEP FIXTURES PER MANUFACTURER RECOMMENDATIONS AND CODE REQUIREMENTS. I. EXISTING SPRINKLER HEADS TO BE EXAMINED AND RELOCATED AS REQUIRED PER THE DESIGN-BUILD FIRE CONTRACTOR. THIS WORK SHALL BE CARRIED OUT TO NFPA 13 STANDARD AND A CERTIFICATE OF CONFORMITY OF THE SYSTEM IS TO BE ISSUED BY A CERTIFIED ORGANIZATION TO INDICATE THAT THE SYSTEM MEETS ALL THE STANDARD REQUIREMENTS FOR CONFORMITY. J. ALL INTERIOR FINISH MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. ALL FINISHES SHALL MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR THEIR USE, AS REQUIRED BY CHAPTER 8 OF THE BUILDING CODE AND THE LOCAL AHJ REQUIREMENTS. K. TAPE BED, FLOAT & SAND GYPSUM BOARD JOINTS. APPLY FINISH LEVEL 5 TO ALL PAINTED FINISHES WITH A LITE ROLLED TEXTURE. APPLY A MINIMUM OF ONE (1) COAT OF PRIMER AND TWO (2) COATS OF PAINT FINISH COLOR PER MANUFACTURER RECOMMENDATION. REFER TO INTERIOR DWGS FOR ADDITIONAL INFORMATION.L. ALL WALLS & CEILING FINISHES SHALL BE SMOOTH, DURABLE, NONABSORBENT AND WASHABLE. M. THE GENERAL CONTRACTOR SHALL PROVIDE BACKING FOR ALL WALL MOUNTED / RECESSED ITEMS. ANY AND ALL WOOD USED WITHIN WALLS OR ABOVE FINISH CEILINGS SHALL BE PRESSURE-TREATED WOOD; AND FIRE- RETARDANT (WHERE APPLICABLE). N. REFER TO 0-SERIES FOR ACCESSIBILITY REQUIREMENTS. O. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE, CITY AND LOCAL CODES AND ORDINANCES AT THE LOCATION OF THE PROJECT. sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 6/14/2023 2:56:41 PMFIRST FLOOR PLAN 4-A1-001 4-PV 07/19/23224010 TG BL 1/4" = 1'-0"PAVILION FLOOR PLAN 1 KEYNOTES NO. DESCRIPTION 01-01 ROOF OVERHEAD LIMITS ABOVE FOR REFERENCE 05-01 TEMPERED GLASS GUARDRAIL / FENCE. REFER TO LANDSCAPE DRAWINGS 06-03 PRESSURE-TREATED WOOD COLUMN. REFER TO STRUCTURAL DRAWINGS 06-08 WOOD STUD FRAMING WALL / PARTITION. USE PRESSURE-TREATED WOOD FOR ALL WET AREAS, EXTERIOR AREAS, AND AREAS EXPOSED TO HUMIDITY. REFER TO ARCHITECTURAL WALL TYPES AND STRUCTURALDRAWINGS 06-11 BUILT-IN MILLWORK TO ACCOMODATE AND HIDE THE ELECTRICAL PANEL BOARD SERVING THE BAR PAVILION AREA. REFER TO INTERIOR DESIGN AND ELECTRICAL DRAWINGS 07-02 GUTTERS. REFER TO PLUMBING DRAWINGS. 07-03 DOWN SPOUT. REFER TO PLUMBING DRAWINGS. 07-04 CONCRETE SPLASH BLOCK. REFER TO PLUMBING DRAWINGS. 08-01 SERVICE ACCESS DOOR. REFER TO LANDSCAPE DRAWINGS 10-01 FIREPLACE CLADDED WITH BRICK VENEER. REFER TO LANDSCAPE AND STRUCTURAL DRAWINGS 10-02 COUNTER AND BAR WITH SERVICE. REFER TO INTERIOR DESIGN AND KITCHEN DRAWINGS 10-03 BAR DRINKING RAIL / COUNTER. REFER TO INTERIOR DESIGN DRAWINGS 10-04 ACCESSIBLE COUNTER AND BAR WITH SERVICE. THE TOP OF ACCESSIBLE COUNTERS SHALL BE FROM 28 INCH TO 34 INCH ABOVE THE FINISH FLOOR OR GROUND. REFER TO INTERIOR DESIGN DRAWINGS 12-02 EXTERIOR FURNITURE FOR REFERENCE. REFER TO INTERIOR DESIGN DRAWINGS 26-01 LIGHTING FIXTURE. ALL LIGHTING FIXTURE SETTING-OUT DIMENSIONS NOTED ON THE ARCHITECTURAL DRAWINGS ARE APPROXIMATE AND FOR REFERENCE ONLY. FINAL LIGHTING FIXTURE LOCATIONS SHALL BE PER INTERIOR DESIGN AND LIGHTING DESIGN REQUIREMENTS. REFER TO INTERIOR DESIGN, LIGHTING DESIGN, AND ELECTRICAL DRAWINGS 32-05 HARDSCAPE | WALKWAYS. REFER TO LANDSCAPE DRAWINGS 32-06 POOL DECK AREA. REFER TO LANDSCAPE DRAWINGS 32-09 STEPS. REFER TO LANDSCAPE DRAWINGS 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 07/19/2023 PLANNING BOARD REVIEW RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 ROOF PLAN PLAN- PAVILION | ARCHITECTURE 4-A3-002 2 4-A3-001 2 4-A3-002 1 4-01 4-04 4-05 4-08 4-B 4-A 4-A3-001 1 4-02 4-03 4-06 4-07 1 4-A4-001 2 4-A4-001 3 4-A4-001 OPENTOBELOW HIPPED ROOF TRELLIS AREA OPEN TO BELOW SLOPE 4 1/2:12 SLOPE 3:12SLOPE 3:1210-01 12-02 06-03 06-02 06-04 06-02 06-05 POOL 10'-0"15'-0"10'-0"+/- 15'-6 1/2"10'-0"15'-0"10'-0" 85'-6 1/2" 8 4-A9-001 6 4-A9-002 2 4-A9-002 2 4-A9-002 05-03 06-12 3'-4"30'-0"3'-4"36'-8"SLOPE 4 1/2:12 SLOPE ARROW, SLOPE 1/8" PER FOOT @ INTERIOR AREAS & 1/4" PER FOOT @ EXTERIOR AREAS U.N.O. FLOOR DRAIN - REFER TO PLUMBING DRAWINGS RECESSED FIRE EXTINGUISHER CABINET NEW WALLS AND PARTITIONS REFER TO WALL TYPES EXISTING WALLS TO REMAIN NOT IN CONTRACT / NOT IN SCOPEN.I.C. LEGENDS 30" x 48" CLEAR FLOOR SPACE. GENERAL NOTES A. DO NOT SCALE DRAWING. DIMENSIONS ARE TO THE FACE OF GYPSUM WALL BOARD / SHEATING U.N.O.B. CEILING HEIGHTS ARE FROM FINISH FLOOR LEVEL U.N.O.C. WHERE FIXTURES SMALLER THAN 24" X 24" OCCUR AT ACT CEILING, CENTER FIXTURE ON THE TILE U.N.O. D. USE MOSITURE RESISTANT GYPSUM BOARD AT WET AREAS SUCH AS TOILETS AND KITCHENS E. ALL CEILING ACCESS PANELS TO MATCH ADJACENT CEILING COLOR. F. THE GENERAL CONTRACTOR TO CROSS-CHECK THE INTERIOR AND MEP DRAWINGS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE ORDERING / INSTALLATION OF MECHANCIAL, ELECTRICAL AND PLUMBING WORK. ANY DISCREPAMCIES BETWEEN THE ARCHITECTURAL, INTERIOR AND/OR MEP DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS' ATTENTION FOR CLARIFICATION. G. SUSPENDED CEILING GRID / LAY-IN TILES SHALL BE SET- OUT CENTERED IN THE ROOM U.N.O.H. PROVIDE SEISMIC BRACING AND COMPRESSION STRUTS AS REQUIRED BY CODE. SUSPEND MEP FIXTURES PER MANUFACTURER RECOMMENDATIONS AND CODE REQUIREMENTS. I. EXISTING SPRINKLER HEADS TO BE EXAMINED AND RELOCATED AS REQUIRED PER THE DESIGN-BUILD FIRE CONTRACTOR. THIS WORK SHALL BE CARRIED OUT TO NFPA 13 STANDARD AND A CERTIFICATE OF CONFORMITY OF THE SYSTEM IS TO BE ISSUED BY A CERTIFIED ORGANIZATION TO INDICATE THAT THE SYSTEM MEETS ALL THE STANDARD REQUIREMENTS FOR CONFORMITY. J. ALL INTERIOR FINISH MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. ALL FINISHES SHALL MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR THEIR USE, AS REQUIRED BY CHAPTER 8 OF THE BUILDING CODE AND THE LOCAL AHJ REQUIREMENTS. K. TAPE BED, FLOAT & SAND GYPSUM BOARD JOINTS. APPLY FINISH LEVEL 5 TO ALL PAINTED FINISHES WITH A LITE ROLLED TEXTURE. APPLY A MINIMUM OF ONE (1) COAT OF PRIMER AND TWO (2) COATS OF PAINT FINISH COLOR PER MANUFACTURER RECOMMENDATION. REFER TO INTERIOR DWGS FOR ADDITIONAL INFORMATION.L. ALL WALLS & CEILING FINISHES SHALL BE SMOOTH, DURABLE, NONABSORBENT AND WASHABLE. M. THE GENERAL CONTRACTOR SHALL PROVIDE BACKING FOR ALL WALL MOUNTED / RECESSED ITEMS. ANY AND ALL WOOD USED WITHIN WALLS OR ABOVE FINISH CEILINGS SHALL BE PRESSURE-TREATED WOOD; AND FIRE- RETARDANT (WHERE APPLICABLE). N. REFER TO 0-SERIES FOR ACCESSIBILITY REQUIREMENTS. O. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE, CITY AND LOCAL CODES AND ORDINANCES AT THE LOCATION OF THE PROJECT. sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 6/14/2023 2:58:14 PMROOF PLAN 4-A1-011 4-PV 07/19/23224010 TG BL 1/4" = 1'-0"PAVILION ROOF PLAN 1 KEYNOTES NO. DESCRIPTION 05-03 METAL STANDING SEAM ROOF SEALED SYSTEM BY MBCI | MODEL: SUPERLOC | COLOR: CHARCOAL GRAY | FINISH: PVDF (OR APPROVED EQUAL) 06-02 PRESSURE-TREATED WOOD FRAMING. APPLY EXTERIOR GRADE UV/MOLD/MILDEW RESISTANT PENETRATING PAINT AND SEALER | COLOR: WHITE SW-7006 (OR APPROVED EQUAL). REFER TO STRUCTURALDRAWINGS 06-03 PRESSURE-TREATED WOOD COLUMN. REFER TO STRUCTURAL DRAWINGS 06-04 PRESSURE-TREATED WOOD RAFTER. REFER TO STRUCTURAL DRAWINGS 06-05 PRESSURE-TREATED WOOD PURLINS. REFER TO STRUCTURAL DRAWINGS 06-12 PRESSURE-TREATED WOOD FASCIA. REFER TO STRUCTURAL DRAWINGS. 10-01 FIREPLACE CLADDED WITH BRICK VENEER. REFER TO LANDSCAPE AND STRUCTURAL DRAWINGS 12-02 EXTERIOR FURNITURE FOR REFERENCE. REFER TO INTERIOR DESIGN DRAWINGS 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 07/19/2023 PLANNING BOARD REVIEW RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 DEMOLITION & EROSION CONTROL | CIVIL Z ZZZZZ Z ZZZZZZZZ ZZZXXXXX X35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB)35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB) 100' BUFFER ZONE (RIVERFRONT)200' BUFFER ZONE (RIVERFRONT) 35' NO DISTURB ZONE (DUNE) 50' BUFFER ZONE (DUNE) PROPOSED STOCKPILE AREA PROPOSED STOCKPILE AREA ALL HARDSCAPES WITHIN SHADED AREA TO BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS ALL EXISTING SEPTIC LEACHING FIELDS THAT ARE UNDER VEGETATION TO BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR TO PLACE AN ORANGE VINYL FENCE AROUND ALL LEACH FIELDS. AL EXISTING CATCHBASINS TO BE PROTECTED THROUGHOUT CONSTRUCTION (TYP.) PROPOSED TRACK PAD (SEE DETAIL) PROPOSED TRACK PAD (SEE DETAIL) ALL EXISTING UTILITIES TO BE PROTECTED THROUGHOUT CONSTRUCTION PROPOSED 6' TALL CHAIN LINK GATE PROPOSED 6' TALL CHAIN LINK GATE PROPOSED 6' TALL CHAIN LINK FENCE PROPOSED 6' TALL CHAIN LINK FENCE CONTRACTOR TO KEEP ALL EQUIPMENT OFF OF SOUTH SHORE DRIVE FOR PEDESTRIAN ACCESS SHEET PILE WALL TO BE PROTECTED THROUGHOUT CONSTRUCTION WOODEN STEPS TO BE REMOVED XX X XXXXXXXXXXXXPROPOSED 6' TALL CHAIN LINK FENCE CONTRACTOR TO KEEP ALL EQUIPMENT OFF OF DRIVEWAY FOR PEDESTRIAN ACCESS TO THE BEACH. AREA TO BE MAINTAINED FREE OF DEBRIS Coastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYPLAN EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 6/1/2023 2:58 PM1 inch = 30 ft. 30 15 0 30 90 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03DEMOLITION AND EROSION CONTROLC-101 1 4 1" = 30' 05-31-2023 C17189.03-CIV.dwg DAV JAB106-15-23PLANNIG BOARD SETDAVREFERENCE20' MIN.50' MIN. STABILIZED CONSTRUCTION ENTRANCE DETAIL 15' R INLET PROTECTION NOTES: 1.GRATE TO BE PLACED OVER FILTER FABRIC. 2.INSTALL SILT SACK IN PAVED LOCATION FILTER FABRIC CATCH BASIN FRAME AND GRATE CATCH BASIN CATCH BASIN INLET PROTECTION DETAIL NOTES: 1.THE LOCATION OF THE STABILIZED CONSTRUCTION ENTRANCE/EXIT TO BE SPECIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. SILT SACK IN PAVED LOCATION LEGEND SILT FENCE XCHAINLINK FENCE 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLETION OF SITEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER. 2. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY LITTER OR DEBRIS. 3. PRIOR TO CONSTRUCTION, INSTALL PERIMETER SEDIMENT BARRIER IN LOCATION(S) SHOWN ON PLAN. SEDIMENT BARRIER TO BE DOUBLE-STAKED STRAW BALES WITH SILT FENCE OR 12"Ø STAKED COIR LOGS/SILT SOCK. 4. TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE PROJECT SITE. 5. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 6. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE. 7. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. 2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. EROSION & SEDIMENTATION CONTROL NOTES: 1. AREA HIGHLIGHTED TO BE CLEARED AND GRUBBED. THE CONTRACTOR SHALL EMPLOY DUST CONTROL METHODS AND MATERIALS AT ALL TIMES USING SPRINKLED WATER OR OTHER APPROVED MEANS. DO NOT USE OIL OR SIMILAR PENETRANTS. CHEMICAL MATERIALS MAY NOT BE USED ON SUBGRADES OF AREAS TO BE SEEDED OR PLANTED. 2. INSTALL PERIMETER LIMIT OF WORK CONSTRUCTION FENCE AND SEDIMENTATION BARRIER AS INDICATED ON PLAN. PROTECT EXISTING DRAINAGE INLETS WITHIN AND ADJACENT TO CONSTRUCTION AREA. 3. INSTALL VEHICLE TRACK PAD AT ENTRANCE. 4. LOCATE AREAS OF MATERIALS STORAGE & STOCKPILE. SURROUND MATERIAL STOCKPILES WITH EROSION CONTROL BARRIER. 5. MAINTAIN EROSION CONTROL BARRIERS, VEHICLE TRACK PAD, AND INLET PROTECTION THROUGHOUT CONSTRUCTION. 6. ROUGH GRADE SITE. 7. INSTALL TEMPORARY CONSTRUCTION PERIOD RUNOFF MANAGEMENT SWALES. 8. GRADE PROPOSED PARKING BY COTTAGES. 9. INSTALL DRAINAGE SYSTEM, AND SITE UTILITIES. 10. INSTALL BITUMINOUS CONCRETE BINDER COURSE IN PARKING AREA. 11. INSTALL CURBING AND SIDEWALKS. 12. STABILIZE & VEGETATE DISTURBED AREA. CONSTRUCTION SEQUENCE - SITE WORK: SEPTIC FIELD FENCE CATCHBASIN PROTECTION VEHICLE TRACK PAD OVER EXISTING PAVEMENT 1" x 2' x 4' WOODEN STAKE 6' ON CENTER (MAX)2'4'FILTER FABRIC STAPLE FABRIC TO POST BURRY BOTTOM OF FILTER FABRIC IN 6" x 6" TRENCH 9" STRAW WATTLE SLOPE NOT TO SCALE WATTLE SILT BARRIER DETAIL NOT TO SCALE NOT TO SCALE PLANNING BOARD SET (NOT FOR CONSTRUCTION) RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 LAYOUT & MATERIALS | CIVILZPROPOSED POOL SPA PROPOSED POOL PATIO PROPOSED POOL SIDE FUNCTION AREA 8' WIDEWALKWAYPROPOSED CENTENARY LIGHTS (TYP.) A.D.A. UNIT A.D.A. UNIT A.D.A. UNIT H.I. UNIT A.D.A. UNIT A.D.A. UNIT A.D.A. UNIT A.D.A. UNIT H.I. UNIT H.I. UNIT A.D.A. UNIT PROPOSED POOL ENTRYWAY PROPOSED 5' WALKWAY PROPOSED GLASS FENCE PROPOSED STAIRS TO BEACH WITH RINSE STATION 35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB) 35' NO DISTURB ZONE (TOCB)50' BUFFER ZONE (TOCB)100' BUFFER ZONE (TOCB) 100' BUFFER ZONE (RIVERFRONT) 200' BUFFER ZONE (RIVERFRONT) 35' NO DISTURB ZONE (DUNE) 50' BUFFER ZONE (DUNE) PROPOSED LAWN 13' 11.5' PROPOSED WALKWAYS TO BE CONSTRUCTED OUT OF BRICKS DRY LAID IN SAND PROPOSED POOL SPA PROPOSED FIRE PLACE PROPOSED 4' WIDE STRIPED WALKWAY 5' WIDE WALKWAY3.3'3.0'16'29' 3 4 ' PROPOSED DETECTABLE WARNING PAD (TYP.) EXISTING FIREPLACE TO REMAIN WALKWAY AND SEATING AREA TO BE RECONSTRUCTED USING BRICKS DRY LAID IN SAND PROPOSED WALKWAYS TO TIE INTO EXISTING PROPOSED LAWN MITIGATION (2,500 S.F.) SEE PLAN TITLED " RESTORATION PLAN" BY WILKINSON ECOLOGICAL DESIGN, DATED 05-08-23 FOR FULL RESTORATION/PLANTING AREAS AND PLANT LIST PROPOSED DUNE RESTORATION (2,765 S.F.) SEE PLAN TITLED " RESTORATION PLAN" BY WILKINSON ECOLOGICAL DESIGN, DATED 05-08-23 FOR FULL RESTORATION/PLANTING AREAS AND PLANT LIST ONE SECTION OF FENCE TO BE REMOVED FOR LAWN WALKWAY ACCESS PROPOSED LAWN WALKWAY (TYP.) PROPOSED BAR PAVILION (ROOFED) (10.48) PROPOSED BAR PAVILION (TRELLIS) (10.48) PROPOSED 4' WIDE STRIPED WALKWAY TO BEACH10'8'10'59°'18' 10'5'17' ADA STALLS TO BE RESTRIPED FOR VAN ACCESSIBILITY 10' ADA STALLS TO BE RELOCATED BY THE PORT COCHER ADA STALL TO BE RELOCATED AND RESTRIPED PROPOSED ADA RAMP PROPOSED ADA SIGN (TYP.) PROPOSED ADA SIGN (TYP.) PROPOSED ADA SIGN, VAN ACCESSIBLE Coastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYPLAN EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 6/1/2023 2:58 PM1 inch = 30 ft. 30 15 0 30 90 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03LAYOUT AND MATERIALSC-102 2 4 1" = 30' 05-31-2023 C17189.03-CIV.dwg DAV JAB106-15-23PLANNING BOARD SETDAVREFERENCE0' - 50' COVERAGE TABLE SUBJECT EXISTING PROPOSED CHANGE BUILDINGS 11,140±S.F.11,140±S.F.0±S.F. HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)11,920±S.F.10,784±S.F.-1,136±S.F. TOTAL COVERAGE WITHIN 0' -50' BUFFER 23,060±S.F.21,924±S.F.-1,136±S.F. 50' - 100' COVERAGE TABLE SUBJECT EXISTING PROPOSED CHANGE BUILDINGS 18,039±S.F.18,039±S.F.0±S.F. HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)17,332±S.F.21,031±S.F.3,699±S.F. TOTAL COVERAGE WITHIN 50' -100' BUFFER 35,371±S.F.39,070±S.F.3,699±S.F. PARKING TABLE USE REQUIRED MIN. REQUIRED EXISTING PROPOSED MOTEL / HOTEL 1.1 SPACE PER UNIT 176 SPACES (160 UNITS)176 SPACES 176 SPACES ACCESSIBLE STALLS PER 151-200 STALLS 6 ADA STALLS MIN.6 SPACES 6 SPACES 6 SPACES (2 VAN ACCESSIBLE) ZONING TABLE - HMOD2 SUBJECT: ASSESSORS MAP 19 PARCEL 20.1 REQUIRED EXISTING PROPOSED LOT AREA 20,000 S.F.391,695± S.F.(TOTAL) 272,837± S.F.(BUILDABLE)NO CHANGE FRONTAGE 125 FT.1,209± FT.NO CHANGE FRONT SETBACK 30 FT.0± FT. (SHED)NO CHANGE SIDE SETBACK 25 FT.0± FT. (SHED)NO CHANGE REAR SETBACK 20 FT.11.5± FT.NO CHANGE BUILDING COVERAGE 25% (68,209 S.F.)23.7% (64,641± S.F.)NO CHANGE* SITE COVERAGE 70% (190,985.9 S.F.)64.8% (176,913.± S.F.)66.1% (180,239± S.F.) BUILDING HEIGHT 35 FT.SEE ARCH NO CHANGE 0' - 100' COVERAGE TABLE SUBJECT EXISTING PROPOSED CHANGE BUILDINGS 17,523±S.F.17,523±S.F.0±S.F. HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)6,176±S.F.6,685±S.F.509±S.F. TOTAL COVERAGE WITHIN 50' -100' BUFFER 23,699±S.F.24,208±S.F.509±S.F. 100' - 200' COVERAGE TABLE SUBJECT EXISTING PROPOSED CHANGE BUILDINGS 13,754±S.F.13,754±S.F.0±S.F. HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)19,742±S.F.20,633±S.F.891±S.F. TOTAL COVERAGE WITHIN 50' -100' BUFFER 33,496±S.F.34,387±S.F.891±S.F.COASTAL WETLANDSRIVER FRONT0 - 100 FT BUFFER NET INCREASE OF 509± S.F. 100 - 200 FT BUFFER NET INCREASE OF 891± S.F. 0 - 200 FT BUFFER NET INCREASE OF 1,400± S.F. MITIGATION CALCULATION 0 - 200 FT BUFFER MITIGATION (2:1) 1,400± S.F. x 2 = 2,800± S.F. REQUIRED 0 - 50 FT BUFFER NET DECREASE OF 1,136± S.F. 50 - 100 FT BUFFER NET INCREASE OF 3,699± S.F. 0 - 100 FT BUFFER NET INCREASE OF 2,563± S.F. MITIGATION CALCULATION 0 - 50 FT BUFFER MITIGATION (2:1) 0± S.F. x 2 = 0± S.F. REQUIRED * ADDITIONAL 1460 S.F. OF ROOFED BAR PAVILION AREA NOT INCLUDED IN CALCULATIONS, THE AREA IS NOT HABITABLE AND OPEN TO THE NATURAL ELEMENTS. BAR PAVILION ROOFED AREA IS INCLUDED IN SITE COVERAGE. MITIGATION PROVIDED 2,500 S.F. OF LAWN REMOVAL PROVIDED 2,765 S.F. OF DUNE RESTORATION PROVIDED 5,265± S.F. OF TOTAL MITIGATION PROVIDED 5,265± S.F. > 2,800 S.F. (3.76 : 1 RATIO) SEE PLAN TITLED " RESTORATION PLAN" BY WILKINSON ECOLOGICAL DESIGN, DATED 05-08-23 FOR PLANTING MITIGATION AREAS AND PLANT LIST AREA OF DISTURBANCE PROPOSED AREA OF DISTURBANCE ON SITE IS 42,355 S.F. OR 0.97 ACRE AREA CALCULATION INCLUDES ALL HARDSCAPE RENOVATIONS, DUNE RESTORATION, LAWN MITIGATION, AND LAWN PATH (BY THE COTTAGES). PLANNING BOARD SET (NOT FOR CONSTRUCTION) RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 GRADING DRAINAGE & UTILITIES | CIVILZPROPOSED POOL SPA 35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB)35' NO DISTURB ZONE (TOCB)50' BUFFER ZONE (TOCB)100' BUFFER ZONE (TOCB)100' BUFFER ZONE (RIVERFRONT)200' BUFFER ZONE (RIVERFRONT)13' 11.5' PROPOSED ROOF DRAIN COLLECTOR PIPE 8" HDPE N-12 (TYP.) D PROPOSED TRENCH DRAIN RIM EL. = 10.25 (SEE ARCH PLANS FOR TRENCH DRAIN DETAILS) EXISTING DOWNSPOUT CONNECTIONS TO BE CONNETCED TO 4" SCH 40 PVC PIPE THAT CONNECTS TO COLLECTOR PIPE (TYP.) PROPOSED SUBSURFACE LEACHING RECHARGE BASIN (38' X 14.75' X 3.71') CONSISTS OF 15 R280 CULTEC UNITS8" HDPE N-12PROPOSED ROOF DRAIN COLLECTOR PIPE 8" HDPE N-12 (TYP.) ALL EXISTING SEWAGE DISPOSAL SYSTEMS TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION (TYP.) ALL EXISTING DRAINAGE BASINS TO BE PROTECTED THROUGHOUT CONSTRUCTION. (SEE EXISTING CATCHBASIN NOTE)10.90 10.90 10.90 10.90 10.90 10.90 10.54 10.60 10.55 10.3910.55 10.40 10.40 10.35 10.4410.44 10.4410.44 10.34 11.00 10.32 ALL EXISTING DRAINAGE BASINS TO BE PROTECTED THROUGHOUT CONSTRUCTION. (SEE EXISTING CATCHBASIN NOTE) 10.78 9.30 9.60 9.30 9.40 10.009.35 TS 9.48 TC 6.50 BC 6.00 TC 6.50 BC 6.00 BS 9.40 TS = 11.8 BS 6.0 10.70 10.73 10.52 10.52 10.52 10.52 10.52 10.52 10.78 WALKWAYS NOT TO BE GRADED AT A 1.5% CROSS SLOPE 9.65 10.40 9.50 TO TIE INTO EXISTING GRADE 9.30 6.30 6.08 6.15 WALKWAYS NOT TO BE GRADED AT A 1.5% CROSS SLOPE (TYP.) 1% 2% 29' 3 4 ' INVERT = 8.10 INVERT = 7.78 DDDD PROPOSED SUBSURFACE LEACHING RECHARGE BASIN (45' x 14.75' x 3.71') CONSISTS OF 18 R280 CULTEC UNITS PROPOSED SUBSURFACE LEACHING RECHARGE BASIN (52' x 10.33' x 3.71') CONSISTS OF 14 R280 CULTEC UNITS PROPOSED OVERFLOW STRUCTURE RIM = F.G. INV OUT =7.75 PROPOSED OVERFLOW STRUCTURE RIM = F.G. INV OUT =7.75 PROPOSED OVERFLOW STRUCTURE RIM = F.G. INV OUT =7.75 PROPOSED 4' DIA. DRAIN MANHOLE WITH 4' SUMP PROPOSED ROOF DRAIN COLLECTOR PIPE 8" HDPE N-12 (TYP.) MGA-3 MGA-2 PROPOSED BAR PAVILION (ROOFED) (10.48) PROPOSED BAR PAVILION (TRELLIS) (10.48)GGCoastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYPLAN EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 6/1/2023 2:58 PM1 inch = 20 ft. 20 10 0 20 60 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03GRADING, DRIANAGE, AND UTILITIESC-103 3 4 1" = 30' 05-31-2023 C17189.03-CIV.dwg DAV JAB106-15-23PLANNING BOARD SETDAVREFERENCEDATE OF TESTS: APRIL 27 TO APRIL 28, 2023 TEST BY : ROBERT DROWN, ENGINEER EXCAVATOR : MATT KELLY BOREHOLE LOG BORING MGA-2 EL. = 9.5± DEPTH FROM SURFACE SOIL HORIZON DESCRIPTION OTHER 0' - 1'TOP SOIL ORGANIC FILL FINE TO MED. SAND, TRACES OF SILT AND ROOTS 1' - 7'FILL FILL FINE TO MED. SAND, TRACES OF SILT 7' - 12.5'C SAND FINE TO MED. SAND, TRACES OF SILT GROUNDWATER ENCOUNTERED @ EL. = 2.2± (7.3' BELOW SURFACE) NO ADDITIONAL FLOW TO THE EXISTING SEPTIC SYSTEM IS PROPOSED. THE EXISTING SEPTIC SYSTEM IS TO REMAIN ONLINE AND BE PROTECTED THROUGHOUT CONSTRUCTION. CONSTRUCTION VEHICLES ARE PROHIBITED FROM DRIVING OVER THE EXISTING SEWAGE DISPOSAL SYSTEM LOCATED WITHIN LAWN SEWAGE DISPOSAL SYSTEM NOTE: AT THE END OF CONSTRUCTION CONTRACTOR IS TO REMOVE AND CLEAN ALL DEBRIS FROM EXISTING CATCHBASINS. DEBRIS FROM CATCHBASINS ARE TO BE REMOVED AND DISPOSED OFF IN ACCORDANCE TO STATE AND LOCAL REGULATIONS. ONCE CATCHBASINS AREA CLEAN AND FREE OF DEBRIS, CONTRACTOR IS TO NOTIFY DESIGN ENGINEER FOR AN INSPECTION. ANY DEFECTIVE STRUCTURES ARE TO BE REPLACED IN KIND AT THE DISCRETION OF ENGINEER. EXISTING CATCHBASIN NOTE: ALL ROOF DRAINS TO BE 4" SCH 40 PVC PIPE. ALL ROOF DRAIN PIPES TO BE CONNECTED TO 8" HDPE N-12 PIPES ROOF DRAIN NOTE: SEE SHEET C-501 FOR SOIL REMOVAL NOTE CONTRACTOR TO NOTIFY ENGINEER 48 WORKING HOURS PRIOR TO EXCAVATION. ENGINEER IS TO CONFIRM THAT THE STRUCTURE IS PLACED IN PERVIOUS NON ORGANIC MATERIAL DRAINAGE NOTE: BORING MGA-3 EL. = 9.5± DEPTH FROM SURFACE SOIL HORIZON DESCRIPTION OTHER 0' - 1'TOP SOIL ORGANIC FILL FINE TO MED. SAND, TRACES OF SILT AND ROOTS 1' - 5'FILL FILL FINE TO MED. SAND, TRACES OF SILT 5' - 10'C SAND FINE TO MED. SAND, TRACES OF SILT 10' - 11'C2 PEAT FIBROUS PEAT MIXED WITH SAND GROUNDWATER ENCOUNTERED @ EL. = 2.5± (7' BELOW SURFACE) SEE GEOTECHINCAL REPORT BY MGA TITLED "GEOTECHNICAL ENGINEERING REPORT" DATED 05-11-2023 FOR ADDITIONAL LOGS AND INFORMATION G G G G G G PLANNING BOARD SET (NOT FOR CONSTRUCTION) RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 SWEPT PATH ANALYSIS | CIVIL 200' BUFFER ZONE (RIVERFRONT) 35' NO DISTURB ZONE (DUNE) 50' BUFFER ZONE (DUNE)30°60°90° 120 ° 1 5 0 °180°200' BUFFER ZO N E (RIVERFRONT) 35' NO DISTURB ZONE (DUNE) 50' BUFFER ZONE (DUNE)Coastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYLEAVING PARKING LOT EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 6/1/2023 2:58 PM1 inch = 30 ft. 30 15 0 30 90 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03SWEPT PATH ANALYSIS YARMOUTH FIREHOTELC-701 1 2 1" = 30' 05-31-2023 C17189.03-CIV.dwg DAV JAB106-15-23PLANNING BOARD SETDAVREFERENCEENTERING PARKING LOT 1 inch = 30 ft. 30 15 0 30 90REFERENCE YARMOUTH AERIAL 1 inch = 30 ft. 30 15 0 30 90 LEGEND BODY ENVELOPE CHASSIS ENVELOPE BODY ENVELOPE (REVERSE) CHASSIS ENVELOPE (REVERSE) PLANNING BOARD SET (NOT FOR CONSTRUCTION) RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 SWEPT PATH ANALYSIS | CIVIL 35' NO DISTURB ZONE (DUNE) 50' BUFFER ZONE (DUNE)30°60°90° 120 ° 1 5 0 °180°35' NO DISTURB ZONE (DUNE) 50' BUFFER ZONE (DUNE)Coastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYLEAVING PARKING LOT EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 6/1/2023 2:58 PM1 inch = 30 ft. 30 15 0 30 90 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03SWEPT PATH ANALYSIS YARMOUTH FIRECOTTAGESC-702 2 2 1" = 30' 05-31-2023 C17189.03-CIV.dwg DAV JAB106-15-23PLANNING BOARD SETDAVREFERENCEENTERING PARKING LOT 1 inch = 30 ft. 30 15 0 30 90 REFERENCEYARMOUTH AERIAL 1 inch = 30 ft. 30 15 0 30 90 LEGEND BODY ENVELOPE CHASSIS ENVELOPE BODY ENVELOPE (REVERSE) CHASSIS ENVELOPE (REVERSE) PLANNING BOARD SET (NOT FOR CONSTRUCTION) RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 SITE ACCESSIBILITY PLAN18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"42"HB42"HB42"HB42"HB 72"120"38"HB 38"HB W.H. 64"80" 80"56"TSS SS SAP 34"34 "32"32" 36"-0'-7"80"80"UP(14R)8'-6"DN(4R)2'-6"UP(14R)8'-6"DN(4R)2'-6"38"38"38"38"38"38"36"84"32"32 "84"36" -0'-7"-0'-7"36" 47" 30"30" 58" 19" 36"30"30"19"47" 58"66"CM60"CM64" 64"80"80" W.H.W.H. 15"15"15" A/C 16"H@0'-1" A/C 16"H@0'-1" DN (4R)2'-6"UP (14R)8'-6" UP (14R)8'-6"DN(4R)2'-6" 38 "38"38"38"38"38 "36 "84 "32"32 "36"84"-0'-7"-0'-7"58" 30"19" 47"30" 36" 36" 30" 47"58" 30" 19" AP 50"T 50"T 50"T50"T 54"15"W15"W74"74"36" 32" 36" 36" 24"30"30"18" 30" 24" 36" 30"30"30" 18"APW.H. 64" 80"80"38"HB38"HB 120"TEL COMM WALL 34"34"36"32"32"-0'-7"30" 36" 70"36"30" 36"18" 30"30" 30" 30" 30" AP AP 78" 78" 78" 78"54"54"36" 36" 32" 32" 36"36" 32" 32" 36" 30"30"30" 30"30" 30" 70" 36" 30" 30" 30" 70" 36" 30" 30" 30" 36" 30" 30" 30" 30" N.I.C.SO UTH SHO R E DRIVE(PUBLIC W AY) THATCHER BEACH PARK PAWKANNAWKUT STREETNANTUCKET SOUNDB A R K E N T I N E C I R C L E BARKENTINE CIRCLEN.I.C. N.I.C. N.I.C. N.I.C. N.I.C. 01-04 01-04 01-04 01-04 01-05 E-06 01-06 01-08 TYP 01-08 01-07 01-07 01-07 01-06 01-06 01-06 01-09 32-11 32-0232-03 32-12 V AN32-14 32-14 E-29 32-02 32-02 32-02 32-14 ACCESIBLE ROUTE OF TRAVEL ACCESS POINT LEGENDS ACCESIBLE ROUTE OF TRAVEL TRANSITION POINT ACCESIBLE ROUTE OF INITIAL ACCESS POINT MINIMUM 44-INCHES CLEAR WIDTH FOR ALL WALKING SURFACES. REFER TO CIVIL AND LANDSCAPE DRAWINGS. MINIMUM 48-INCHES CLEAR WIDTH FOR ALL SIDEWALKS. REFER TO CIVIL AND LANDSCAPE DRAWINGS. sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 6/15/2023 9:29:22 AMSITE ACCESSIBILITY PLAN 1-A0-001 1-ST 07/19/23224010 TG BL 1" = 50'-0"SITE ACCESSIBILITY PLAN 1 KEYNOTES NO. DESCRIPTION 01-04 LOT LINE. REFER TO CIVIL DRAWINGS 01-05 UNOBSTRUCTED EXIT DISCHARGE / ACCESS TO PUBLIC WAY. REFER TOLANDSCAPE AND CIVIL DRAWINGS 01-06 ACCESSIBLE GUESTROOM ENTRANCE / ACCESS POINT. REFER TO ARCHITECTURAL DRAWINGS 01-07 POOL DECK ACCESS POINT. REFER TO LANDSCAPE AND CIVIL DRAWINGS 01-08 BUILDING ACCESS POINT. REFER TO LANDSCAPE AND CIVIL DRAWINGS 01-09 BAR PAVILION ACCESS POINT. REFER TO LANDSCAPE, ARCHITECTURAL,AND CIVIL DRAWINGS 32-02 ACCESSIBILE PARKING STALL AND STRIPING. REFER TO CIVIL, LANDSCAPE,AND GENERAL ACCESSIBILITY REQUIREMENTS DRAWINGS 32-03 VAN ACCESSIBILE PARKING STALL AND STRIPING. REFER TO CIVIL, LANDSCAPE, AND GENERAL ACCESSIBILITY REQUIREMENTS DRAWINGS 32-11 ACCESSIBLE RAMP. REFER TO LANDSCAPE AND CIVIL DRAWINGS 32-12 VAN ACCESSIBILE PARKING SIGNAGE. SUCH SIGNS SHALL BEPERMANENTLY LOCATED AT A HEIGHT OF NOT LESS THAN FIVE FEET (5'=1524MM), NO MORE THAN EIGHT FEET (8'= 2438MM) TO THE TOP OF THESIGN. REFER TO CIVIL, LANDSCAPE, AND GENERAL ACCESSIBILITYREQUIREMENTS DRAWINGS. 32-14 ACCESSIBILE PARKING SIGNAGE. SUCH SIGNS SHALL BE PERMANENTLY LOCATED AT A HEIGHT OF NOT LESS THAN FIVE FEET (5'= 1524MM), NO MORE THAN EIGHT FEET (8'= 2438MM) TO THE TOP OF THE SIGN. REFER TO CIVIL, LANDSCAPE, AND GENERAL ACCESSIBILITY REQUIREMENTSDRAWINGS. E-06 EXISTING ACCESSIBLE RAMP TO REMAIN U.N.O. REFER TO LANDSCAPE ANDCIVIL DRAWINGS E-29 EXISTING ACCESSIBLE PARKING SIGNAGE TO REMAIN U.N.O. SUCH SIGNSSHALL BE PERMANENTLY LOCATED AT A HEIGHT OF NOT LESS THAN FIVEFEET (5'= 1524MM), NO MORE THAN EIGHT FEET (8'= 2438MM) TO THE TOP OFTHE SIGN. REFER TO CIVIL DRAWINGS AND GENERAL ACCESSIBILITYREQUIREMENTS DRAWINGS 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 06/20/2023 PLANNING BOARD SUBMISSION RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 PARKING LOT EDGE RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 AERIAL VIEW RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 ABOVE POOL RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 DESIGN IMAGERY RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 DESIGN IMAGERY RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 PLANT IMAGERY RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 19 JULY 2023 ELEVATIONS | ARCHITECTURE PV WEST ELEVATION PV SOUTH ELEVATION sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 5/31/2023 12:46:41 PMELEVATIONS 2-A3-001 2-HT 06/05/23224010 TG BL 1/8" = 1'-0"PV SOUTH ELEVATION 1 1/8" = 1'-0"PV WEST ELEVATION 2 1 4-A0-001 +/- 0'-0" PAVILION FFL +/- 9'-7" (E) BLDG SECOND FFL 2 4-A0-001 +/- 17'-2" (E) BLDG EAVE +/- 29'-0" (E) BLDG RIDGE +/- 9'-7" (E) BLDG SECOND FFL +/- 17'-2" (E) BLDG EAVE +/- 29'-0" (E) BLDG RIDGE +/- 16'-3" PAVILION RIDGE +/- 0'-0" PAVILION FFL +/- 16'-3" PAVILION RIDGE 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 5/31/2023 12:46:41 PMELEVATIONS 2-A3-001 2-HT 06/05/23224010 TG BL 1/8" = 1'-0"PV SOUTH ELEVATION 1 1/8" = 1'-0"PV WEST ELEVATION 2 1 4-A0-001 +/- 0'-0" PAVILION FFL +/- 9'-7" (E) BLDG SECOND FFL 2 4-A0-001 +/- 17'-2" (E) BLDG EAVE +/- 29'-0" (E) BLDG RIDGE +/- 9'-7" (E) BLDG SECOND FFL +/- 17'-2" (E) BLDG EAVE +/- 29'-0"(E) BLDG RIDGE +/- 16'-3" PAVILION RIDGE +/- 0'-0" PAVILION FFL +/- 16'-3" PAVILION RIDGE 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 42"HB42"HB42"HB42"HB60"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"UP OCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 SUTF 155 TRAD2 157 TRAD2 159 TRAD2 161 TRAD2 163 POOL2 164 POOL2 162 POOL2 160 POOL2 158 POOL2 156 POOL2 154 POOL2 153 POOL2 152 TRADFM 151 TRAD2 150 TRAD2 149 TRAD2 148 ALCO 147 RVR2 101 RVR2 102 RVR2 103 RVR2 104 RVR2 105 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 POOL2 114 POOL1 116 POOL2 118 POOL1 120 POOL2 122 POOL2 124 POOL2 126 POOL2 128 POOL2 130 POOL2 132 POOL1 134 POOL2 136 OCF2 138 OCF2 139 OCF2 140 OCF2 141 OCF2 142 OCF2 143 OCF2 144 OCF2 145 OCF1 146 RVRFM 137 RFRFM 135 RVR2 133 RVRFM 131 RVR2 129 RVR2 127 RVR2 125 RVR2 123 RVR2 121 RVR2 119 RVR 117 RVRFM 115 RVR2 111 RVR2 109 RVR2 107 OCF2 168 OCF2 167 OCF2 166 OCF2 165 SHWRSHWR SHWR TUB TUB TUB TUB TUB R2'-6"42"HB42"HB42"HB42"HB 60" 18"-0'-3"-0'-3"-0'-3" -0'-3" -0'-3" -0'-3" RAMP UP0'-3" 6'-6" 6'-6"15"W 15"W 6'-6"3'-4"3'-6"4'-10"1'-10" 4'-10"1'-10" 6'-6" 3'-2"3'-6"6'-6"6'-6"6'-8"6'-8" 6'-6" 6'-6"6'-6"6'-6"3'-2"3'-6"3'-4"3'-6" 4'-10"1'-10"4'-10"1'-10"4'-10"1'-10"4'-10"1'-10" DN(4R)2'-6" UP(14R)8'-6"UP(14R)8'-6" DN(4R)2'-6" 38" 38"38"38" 38" 38" 58"TV 60"TV 80"80" 10"W 15"W A/C16"H@0'-1"A/C16"H@0'-1" UP(14R)8'-6" DN(4R)2'-6" UP(14R)8'-6" DN(4R)2'-6" 38"38" 38" 38"38" 38" -0'-7" -0'-7"34"34" SKYLIGHT -0'-7" RM 3054B2B 80"80" 34"34"36" 32"32" -0'-7"RM 3074B2B W.H.W.H.RM 3093B2B RM 3103B2B 74"74"15"15" 36" 32" 36" RM 3113B1B RM 3123B1B OCF1176 OCF2175 OCF2174 OCF2173 OCF2172 OCF2171 OCF2170 OCFFM169SUTF155 TRAD2157 TRAD2159 TRAD2161 TRAD2163 POOL2164 POOL2162 POOL2160 POOL2158 POOL2156 POOL2154 POOL2153 POOL2152 TRADFM151 TRAD2150 TRAD2149 TRAD2148 ALCO147 RVR2101 RVR2102 RVR2103 RVR2104 RVR2105 TRAD2106 TRAD2108 TRAD2110 TRAD2112 POOL2114 POOL1116 POOL2118 POOL1120 POOL2122 POOL2124 POOL2126 POOL2128 POOL2130 POOL2132 POOL1134 POOL2136 OCF2138 OCF2139 OCF2140 OCF2141 OCF2142 OCF2143 OCF2144 OCF2145 OCF1146 RVRFM137 RFRFM135 RVR2133 RVRFM131 RVR2129 RVR2127 RVR2125 RVR2123 RVR2121 RVR2119 RVR117 RVRFM115 RVR2111 RVR2109 RVR2107 OCF2168 OCF2167 OCF2166 OCF2165 SHWR SHWR SHWR TUB TUB TUB TUB TUB VANBENCHBENCH The original size of this drawing is 24"x36"Copyright © 2016 WATG. All rights reserved.sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com key plan project logo 28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 07/21/23224010 LKW / JHC 07/21/2023 75% CD | PLAN CHECK SUBMISSION 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 7/3/2023 11:47:29 AM1 2 3 4 5 6 7 42"HB42"HB42"HB42"HB 60" 18"-0'-3"-0'-3"-0'-3" -0'-3" -0'-3" -0'-3" RAMP UP0'-3" 6'-6" 6'-6"15"W 15"W 6'-6"3'-4"3'-6"4'-10"1'-10" 4'-10"1'-10" 6'-6" 3'-2"3'-6"6'-6"6'-6"6'-8"6'-8" 6'-6" 6'-6"6'-6"6'-6"3'-2"3'-6"3'-4"3'-6" 4'-10"1'-10"4'-10"1'-10"4'-10"1'-10"4'-10"1'-10" DN(4R)2'-6" UP(14R)8'-6"UP(14R)8'-6" DN(4R)2'-6" 38" 38"38"38" 38" 38" 58"TV 60"TV 80"80" 10"W 15"W A/C16"H@0'-1"A/C16"H@0'-1" UP(14R)8'-6" DN(4R)2'-6" UP(14R)8'-6" DN(4R)2'-6" 38"38" 38" 38"38" 38" -0'-7" -0'-7"34"34" SKYLIGHT -0'-7" RM 3054B2B 80"80" 34"34"36" 32"32" -0'-7"RM 3074B2B W.H.W.H.RM 3093B2B RM 3103B2B 74"74"15"15" 36" 32" 36" RM 3113B1B RM 3123B1B OCF1176 OCF2175 OCF2174 OCF2173 OCF2172 OCF2171 OCF2170 OCFFM169SUTF155 TRAD2157 TRAD2159 TRAD2161 TRAD2163 POOL2164 POOL2162 POOL2160 POOL2158 POOL2156 POOL2154 POOL2153 POOL2152 TRADFM151 TRAD2150 TRAD2149 TRAD2148 ALCO147 RVR2101 RVR2102 RVR2103 RVR2104 RVR2105 TRAD2106 TRAD2108 TRAD2110 TRAD2112 POOL2114 POOL1116 POOL2118 POOL1120 POOL2122 POOL2124 POOL2126 POOL2128 POOL2130 POOL2132 POOL1134 POOL2136 OCF2138 OCF2139 OCF2140 OCF2141 OCF2142 OCF2143 OCF2144 OCF2145 OCF1146 RVRFM137 RFRFM135 RVR2133 RVRFM131 RVR2129 RVR2127 RVR2125 RVR2123 RVR2121 RVR2119 RVR117 RVRFM115 RVR2111 RVR2109 RVR2107 OCF2168 OCF2167 OCF2166 OCF2165 SHWR SHWR SHWR TUB TUB TUB TUB TUB VANBENCHBENCH HARDSCAPE ENLARGEMENT PLAN - POOL DECK L3-201 AM / FCVA / MM DESCRIPTIONKEY SF-1 SCHEDULE UMBRELLA IN-GROUND SLEEVE DESCRIPTIONKEY P-1 BRICK PAVING ON CONCRETE BASE (POOL DECK) P-2 BRICK PAVING ON SAND (MAIN RESORT WALKWAYS) P-3 BRICK PAVING ON CONCRETE BASE (PAVILION) 1 EXISTING RAISED PLANTER TO REMAIN EXISTING STAMPED ASPHALT TO REMAIN NEW CONCRETE CURB BY CIVIL EXISTING WALL TO REMAIN EXISTING WALKWAY TO REMAIN PAVILION STEPS BY ARCHITECT SITE FURNITURE/FF&E BY INTERIORS EXISTING PARKING TO REMAIN PAVILION BY ARCHITECT SLOT DRAIN BY CIVIL TOWEL & WATER KIOSK BY INTERIORS RAISED DECK & STEPS AT PATIOS TO REMAIN EXISTING FENCE TO REMAIN EXISTING WOOD FENCE AND DECK TO REMAIN 35' COASTAL BUFFER ZONE 50' COASTAL BUFFER ZONE 100' COASTAL BUFFER ZONE POOL EQUIPMENT BY POOL ENGINEER NATIVE GRASS LAWN PER TOWN'S CODE POWER PEDESTAL BY ELECTRICAL GROUNDBOX BY ELECTRICAL RESTORATION & MITIGATION BY ECOLOGY TEAM EXISTING UTILITY STORMWATER BIOFILTRATION SYSTEM BY CIVIL EXISTING FIRE HYDRANT ADA POOL LIFT BY POOL ENGINEER STORMWATER DETENTION VAULT BY CIVIL KEYNOTES 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 REFER TO SHEET L3-001 FOR COMPLETE HARDSCAPE SCHEDULES AND NOTES. DESCRIPTIONKEY PS-1 SCHEDULE WOOD STAIRS BEACH ACCESS (OVER EXISTING SEAWALL) DESCRIPTIONKEY F-1 F-2 5' H GLASS POOL ENCLOSURE FENCE W/ CORE MOUNT FRAMELESS WINDSCREEN CLAMP 5' HIGH ALUMINUM POOL ENCLOSURE FENCE G-2 5' MIN. HT. x 3' W. ALUMINUM SINGLE POOL GATE 5' MIN. HT. x 3' W. SINGLE GLASS POOL GATEG-1 R-1 3' HT. TUBULAR STEEL HANDRAIL AT BEACH ACCESS STAIRS SCHEDULEFENCE/GATE/RAIL DESCRIPTIONKEY S-1 S-2 S-3 POOL ENTRY ARBOR S-4 8' DIAMETER FIRE RING/TABLE CATENARY LIGHTING SYSTEM (FESTOON LIGHTING) S4S WOOD HANGING LIGHT POST CMU BUILD UP W/ BRICK CLADDING FIREPLACE SCHEDULE DESCRIPTIONKEY W-1 CMU BUILD UP PILASTER W/ BRICK CLADDING (POOL FENCE CORNERS) DESCRIPTIONKEY WF-1 MAIN POOL POOL SCHEDULE WF-2 SPA AT MAIN POOL HAND RAIL & ADA LIFT CHAIR PRECAST CONCRETE COPING WATERLINE TILES STEP TRIM DEPTH MARKER WATERLINE TILES PRECAST CONCRETE COPING WATERLINE TILES STEP TRIM DEPTH MARKER WATERLINE TILES WF-3 HAND RAIL & ADA LIFT CHAIR STAINLESS STEEL, MARINE-GRADE ADA COMPLIANT OUTDOOR SHOWER BONDI DOUBLE HEAD (MAIN POOL) WATER FEATURE AND S-5 PAVILION-L (DOUBLE CABANA) FAMILY POOL CABANA S-6 BRICK RAMP S-7 PIP CONCRETE HEADER TURF PA PA PA PA PAPA PA PA PA PA PA PAPA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA TURF TURF PA PA PA P-2 F-1 G-1 WF-1 P-2 SF-1 S-5 S-2 G-2 SF-1 S-4 F-2 S-7P-1 G-2 S-2 S-1 W-1 F-2 WF-2 WF-3 S-1 S-3 P-1 PS-1 WF-3 R-1 P-2 S-6 S-7 S-6 S-7 HARDSCAPE ENLARGEMENT PLAN - POOL DECKRED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 26 JULY 2023 RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 26 JULY 2023 MATERIAL BOARD | ARCHITECTURE PV WEST ELEVATION PV SOUTH ELEVATION sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 7/26/2023 5:26:50 PMMATERIAL BOARD 4-A0-011 4-PV 07/21/23224010 Checker Author 1/4" = 1'-0"PV SOUTH ELEVATION 1 +/- 0'-0"PAVILION FFL 05 04 02 0706 02 01 03 +/- 12'-4" PAVILION EAVE +/- 16'-3" PAVILION RIDGE +/- 9'-0" B. O. STRUCT. +/- 20'-0" T. O. FIREPLACE +/- 0'-0"PAVILION FFL +/- 9'-0" B. O. STRUCT. 1/4" = 1'-0"PV WEST ELEVATION 2 +/- 20'-0" T. O. FIREPLACE 4 1/2 12 4 1/2 12 3 12 3 12 03 06 05 02 02 01 MATERIAL BOARD 07. BRICK PAVERS COLOR:RED LOCATION:STEPS 06. BRICK PAVERS COLOR:RED LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD SIDING COLOR:WHITE LOCATION:BAR 03. STONE VENEER COLOR:FIELDSTONE LOCATION:FIREPLACE 02. PAINT WD / COMPOSITE WD COLOR:WHITE (SW -7006) LOCATION:COLUMNS, BEAMS, TRELLIS 01. STANDING SEAM MTL ROOF COLOR:CHARCOAL GRAY LOCATION:PAVILION ROOF 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 07/21/2023 75% CD sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 7/26/2023 5:26:50 PMMATERIAL BOARD 4-A0-011 4-PV 07/21/23224010 Checker Author 1/4" = 1'-0"PV SOUTH ELEVATION 1 +/- 0'-0" PAVILION FFL 05 04 02 0706 02 01 03 +/- 12'-4" PAVILION EAVE +/- 16'-3" PAVILION RIDGE +/- 9'-0" B. O. STRUCT. +/- 20'-0" T. O. FIREPLACE +/- 0'-0" PAVILION FFL +/- 9'-0" B. O. STRUCT. 1/4" = 1'-0"PV WEST ELEVATION 2 +/- 20'-0" T. O. FIREPLACE 4 1/2 12 4 1/2 12 3 12 3 12 03 06 05 02 02 01 MATERIAL BOARD 07. BRICK PAVERS COLOR:RED LOCATION:STEPS 06. BRICK PAVERS COLOR:RED LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD SIDING COLOR:WHITE LOCATION:BAR 03. STONE VENEER COLOR:FIELDSTONE LOCATION:FIREPLACE 02. PAINT WD / COMPOSITE WD COLOR:WHITE (SW -7006) LOCATION:COLUMNS, BEAMS, TRELLIS 01. STANDING SEAM MTL ROOF COLOR:CHARCOAL GRAY LOCATION:PAVILION ROOF 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 07/21/2023 75% CD RED JACKET BEACH RESORT SOUTH YARMOUTH, MASSACHUSETTS PLANNING BOARD PRESENTATION | 26 JULY 2023 PV EAST ELEVATION PV NORTH ELEVATION sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 7/26/2023 5:27:18 PMMATERIAL BOARD 4-A0-012 4-PV 07/21/23224010 Checker Author 1/4" = 1'-0"PV NORTH ELEVATION 1 1/4" = 1'-0"PV EAST ELEVATION 2 4 1/2 12 4 1/2 12 01 05 04 02 02 +/- 0'-0" PAVILION FFL +/- 20'-0" T. O. FIREPLACE +/- 16'-3" PAVILION RIDGE +/- 12'-4" PAVILION EAVE +/- 0'-0"PAVILION FFL 06 03 06 04 05 0302 02 01 3 12 3 12 +/- 12'-4" PAVILION EAVE +/- 16'-3" PAVILION RIDGE +/- 9'-0" B. O. STRUCT. MATERIAL BOARD 07. BRICK PAVERS COLOR:RED LOCATION:STEPS 06. BRICK PAVERS COLOR:RED LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD SIDING COLOR:WHITE LOCATION:BAR 02. PAINT WD / COMPOSITE WD COLOR:WHITE (SW -7006) LOCATION:COLUMNS, BEAMS, TRELLIS 01. STANDING SEAM MTL ROOF COLOR:CHARCOAL GRAY LOCATION:PAVILION ROOF 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 07/21/2023 75% CD 03. STONE VENEER COLOR:FIELDSTONE LOCATION:FIREPLACE sheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.28 S SHORE DRIVE, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 7/26/2023 5:27:18 PMMATERIAL BOARD 4-A0-012 4-PV 07/21/23224010 Checker Author 1/4" = 1'-0"PV NORTH ELEVATION 1 1/4" = 1'-0"PV EAST ELEVATION 2 4 1/2 12 4 1/2 12 01 05 04 02 02 +/- 0'-0" PAVILION FFL +/- 20'-0" T. O. FIREPLACE +/- 16'-3" PAVILION RIDGE +/- 12'-4" PAVILION EAVE +/- 0'-0" PAVILION FFL 06 03 06 04 05 0302 02 01 3 12 3 12 +/- 12'-4" PAVILION EAVE +/- 16'-3" PAVILION RIDGE +/- 9'-0" B. O. STRUCT. MATERIAL BOARD 07. BRICK PAVERS COLOR:RED LOCATION:STEPS 06. BRICK PAVERS COLOR:RED LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD SIDING COLOR:WHITE LOCATION:BAR 02. PAINT WD / COMPOSITE WD COLOR:WHITE (SW -7006) LOCATION:COLUMNS, BEAMS, TRELLIS 01. STANDING SEAM MTL ROOF COLOR:CHARCOAL GRAY LOCATION:PAVILION ROOF 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 07/21/2023 75% CD 03. STONE VENEER COLOR:FIELDSTONE LOCATION:FIREPLACE MATERIAL BOARD | ARCHITECTURE