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Home My WebLink AboutRed Jacket Design Review PLANS 060623sheet 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 12:46:34 PMCOVER PAGE 0 06/05/23224010 TG BL RED JACKET BEACH RESORT 28 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA 02664 2023.06.05 | ISSUED FOR DESIGN REVIEW AUTHORITY TOWN OF YARMOUTH, MASSACHUSETTS 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 12:46:44 PMPERSPECTIVES 4-A0-001 4-PV 06/05/23224010 TG BL N.T.S.BEACH ENTRY 1 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 12:46:45 PMPERSPECTIVES 4-A0-002 4-PV 06/05/23224010 TG BL N.T.S.EVENT LAWN / MAIN WALK 1 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 12:46:46 PMPERSPECTIVES 4-A0-003 4-PV 06/05/23224010 TG BL N.T.S.ABOVE POOL 1 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 Z Z ZZZZ Z Z ZZZZ Z Z Z ZZZX X X XX X35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB) 35' NO D ISTU R B ZONE (TOC B)50' BU FFER Z ONE ( TOCB ) 100' B U FFE R ZONE ( TOCB )100' BUF FER ZON E (R IVE RFRON T)200' BUF FER ZON E (R IVE RFRON T) 35' NO DIS T U R B Z O N E ( D U N E ) 50' BUFFER ZO N E ( D U N E ) 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 FENCE 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 X XXCoastal 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 5/30/2023 5:40 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 JABREFERENCE20' 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 DESIGN REVIEW SET (NOT FOR CONSTRUCTION) ZPROPOSED 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 DI STUR B Z ONE ( TOCB ) 50' BUF FER ZO N E (T OCB ) 100 ' BU FFER ZO NE ( TOCB )100' BUF F ER ZON E (R IVER FRON T)200' B UFF ER ZONE (R IVER FRONT ) 35' NO DIS T U R B Z O N E ( D U N E ) 50' BUFFER ZONE (D U N E ) 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 WALKWAY3.3'3.0'16'29'34' 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'EXISTING ADA STALLS TO BE RESTRIPED FOR VAN ACCESSIBILITY 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 5/30/2023 5:40 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 JABREFERENCE0' - 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. DESIGN REVIEW SET (NOT FOR CONSTRUCTION) 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). ZPROPOSED 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' DOH DOH 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 10.00 9.35 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% 29'34' 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.) TP TP 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 5/30/2023 5:40 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 JABREFERENCEDATE 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: DESIGN REVIEW SET (NOT FOR CONSTRUCTION) 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 Coastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BY G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 5/30/2023 5:40 PM RED JACKET BEACH RESORT & SPA RED HOSPITALITY 28 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA C17189.03SITE DETAILSC-501441" = 30'05-31-2023C17189.03-CIV.dwgDAVJABNOT TO SCALEDOWN SPOUT BOOT DETAILEXISTING DOWNSPOUTFINISH GRADEFLOW TO 10" SHC 40 PVC ROOFDRAIN COLLECTOR PIPE4" SHC 40 PVC ROOF DRAIN PIPE6"UTILITY TRENCHNOT TO SCALEBEDDING MATERIALSSEWER34" CRUSHED STONE(PER M2.01.0)WATERSAND BORROW, TYPE B(PER M1.04.0)DRAINGRAVEL BORROW, TYPE D(PER M1.03.0)COMMON FILL- COMPACT TO 95%MAX. DRY DENSITY UNDERPAVEMENT & 90% MAX. DRYDENSITY ELSEWHERECLEAN SAND FILL PLACED& TAMPED BY HANDUNDISTURBED SUB GRADEBEDDING VARIES BYUTILITY (SEE TABLE)FINISH GRADEDEPTH AT TOWNAND CODEREQUIREMENTS12"12" TYP.12" TYP.12 PIPE DIA HAUNCHING AREASCH 40 PVC PIPESEPTIC/SEWER ANDELECTRICAL CONDUITLOAM AND SEEDAS SPECIFIEDBITUMINOUS CONCRETE PAVEMENT(SEE DETAIL)LIMIT OF EXCAVATIONBOOT WITH CLEANOUT TO BEINSTALLED AND CONNECTED TOA 4" SCH 40 PVC ROOF DRAIN PIPECOORDINATE WITH LANDSCAPEARCHITECT FOR BOOT TYPEDESIGN REVIEW SET(NOT FOR CONSTRUCTION)CONCRETE CURBJOINT BETWEEN TILES SEALANTCOLOR TO MATCH TILE COLORTACTILE WARNING TILE.(FULL WIDTH OF LEVEL LANDING)2' - 0"0.5'LENGTHS VARYTACTILE WARNING TILE.(FULL WIDTH OF LEVEL LANDING)JOINT BETWEEN TILES. SEALANTCOLOR TO MATCH TILE COLORFLANGES EMBEDDED INTOBITUMINOUS CONCRETEBITUMINOUS CONCRETE PAVEMENTTACTILE WARNING TILESNOT TO SCALECOORDINATE WITH OWNER FORTACTILE TILE COLOR.COLOR MUST CONTRASTCONCRETE COLORSMALL RIBLARGE RIBCULTEC - 280HD CHAMBER UNIT96.0"84.0"INSTALL LENGTH26.5"47.0"CULTEC RECHARGER 280HD UNITNOT TO SCALEOBSERVATIONPORT12" DIA. HD CAST IRONFRAME AND COVERFIELD PLACES CLASS"C" CONCRETE12" SCH 40 PVC COLLAR6" GAP BETWEEN CLEANOUTCAP AND COVER6" SCH 40 PVC ENDCAP CLEAN-OUTADAPTER W/ SCREW-IN CAP6" SCH 40 PVC RISER6" SCH 40 PVC COUPLINGTRIM CHMABER INSPECTIONPORT KNOCK-OUT TO MATCH O.D.OF 6" INSPECTION PORT PIPE6" SCH 40 PVC (INSERTED INTO CHAMBER)INSPECTION PORTNOT TO SCALEVARIES SEE PLANNATURALLY COMPACTED FILL1-2 INCH DOUBLE WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSNON-WOVEN GEOTEXTILE, CULTEC NO. 410, US FABRICSUS 90P, MIRAFI 140NL, OR ENGINEER APPROVED EQUALAROUND STONE. TOP AND SIDES MANDATORY.OVERFLOW PORT(SEE DETAIL)WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLDFEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOURPROTECTION) ACCEPTABLE FABRICS INCLUDE: CULTEC NO. 4800, MIRAFIFW700, CONTECH C70/06INLET/OUTLET PIPEPIPE TO BE INSERTED 12.0"MIN. INTO CHAMBERSIDE VIEW OF 280HD CULTEC UNITNOT TO SCALE6" MIN6" MIN10" MINEND VIEW OF CULTEC UNITNOT TO SCALERECHARGER 280 HEAVYDUTY CHAMBER12" MAX COVERDEPTHCULTEC HVLV FC-24 FEEDCONNECTOR WHERE SPECIFIED1-2 INCH DOUBLE WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSNATURALLY COMPACTED FILLFINISH GRADENON-WOVEN GEOTEXTILE, CULTEC NO. 410, US FABRICS US90P, MIRAFI 140NL, OR ENGINEER APPROVED EQUALAROUND STONE. TOP AND SIDES MANDATORY.6" MIN6" MIN6" MINCULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE AND BENEATHALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)47.0"52.0"C.C.12.0"6.0"26.5"RECHARGER 280HD HEAVYDUTY CHAMBER4' PRECAST CONCRETE MANHOLE (DMH)4' - 0" I.D.FLEXIBLE BUTYLRUBBER SEALANT (TYP.)5" MIN6" MIN2' SUMPCOMPACTED SUBGRADEBASE WITH 6" LAYER OFCRUSHED STONE ON TOPKNOCKOUT'S TO BE MORTAREDWITH HYDRAULIC CEMENT(TYP.)4' - 11" O.D.24" MIN1' - 0"FLAT TOPCONCRETE COLLAR SET INMORTAR MAY BE USED FORGRADE ADJUSTMENTS8" HDPE ADS N-12 OUTFLOW PIPETO CULTEC S = .5% MIN.NOT TO SCALEBASE(HEIGHTVARIES)AS NEEDEDRISER24" CAST IRON FRAME AND COVER (H-20)8" HIGH FRAME 6" BELOW FINISH GRADE(TO BE SET IN FULL BED OF MORTAR)8" HDPE ADS N-12PIPES = .5% MIN.SEE UTILITY TRENCHDETAIL FOR BEDDINGOVERFLOW STRUCTURENOT TO SCALENYLOPLAST BRONZE GRATE &INTEGRATED DUCTILE IRONFRAME TO MATCH BASIN O.D.THE BACKFILL MATERIAL SHALL BE CRUSHEDSTONE OR OTHER GRANULAR MATERIALMEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINEDIN ASTM D2321.BEDDING & BACKFILL FOR SURFACEDRAINAGE INLETS SHALL BE PLACED &COMPACTED UNIFORMLY IN ACCORDANCEWITH ASTM D2321.4" ADS N-12 PIPENYLOPLAST INLINEDRAIN ADAPTOR8" ADS N-12 PIPECOLLECTOR PIPEOVERFLOWNOT TO SCALE6" ADS N-12OVERFLOW PIPE8" ADS N-12 COLLECTOR PIPETO OVERFLOW STRUCTURETRIM CHMABER INSPECTIONPORT KNOCK-OUT TO MATCH O.D.OF 6" INSPECTION PORT PIPE6" ADS N-12OVERFLOW PIPE8" ADS N-12 COLLECTOR PIPETO OVERFLOW STRUCTURESIDE VIEWSECTIONBOT. STONE EL = 4.5BOT. CULTEC EL = 5.0TOP. OF SYSTEM = 7.71GROUND WATER EL = 2.5MAINTAIN 2'SEPARATIONSEE PLAN SHEET C-103 FORLEACHING FIELD SIZE ANDUNIT COUNT1.THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE DRAINAGE SYSTEM AREDESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENTOF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC SHALL COMPLY WITH A MINIMUM STANDARD OFA.A.S.H.T.O. H-20 WHEEL LOADS.2.PRIOR TO SETTING ANY DRAINAGE SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS,INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. THE3.NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER. ALLREQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION.4.THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USEOF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN.5.THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TOEXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION.6.ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS INORDER TO LOCATE THEM ONCE BURIED.IF APPLICABLE:7.FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANICMATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANYMATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWINGGRADATION REQUIREMENTS:SIEVESIZEPERCENTPASSING# 4# 50# 100# 2000%-5%0%-20%10%-100%100%SOIL REMOVAL NOTE:REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OFLEACHING FIELD DOWN TO "C" HORIZON AND REPLACE WITHSAND FILL IN ACCORDANCE WITH NOTE #10.NOTES:NOT TO SCALENOT TO SCALESPECIAL PLATEREQUIREDUNAUTHORIZEDVEHICLES MAY BEREMOVED AT THEOWNERS EXPENSEPARKINGHANDICAPPED VAN ACCESSIBLESYMBOL OF ACCESIBLITY SIGN(VAN ACCESSIBLE)5' - 0"2' 6"6" 3' - 0" (MIN.) 5' - 0" (MIN.)8" CONCRETESONOTUBE FOUNDATION3" SLEEVE SET IN CONCRETEPIER, EXPOSED CONCRETE TOHAVE A BRUSH BLAST FINISH2"GALVENIZED STEEL PLUG WELDEDTO BASED PIPE SECTION (2 BOLTS)CHAMFERED EDGEBOLTED SLEEVE CONNECTION( TWO BOLTS ) FOR REPLACEMENTOF SIGN POST BASE IF DAMAGEDVAN ACCESSIBLE SIGN3" SQUARE GALVANIZED STEELTUBE COLUMN POST; TYPICAL ASNOTED ON C1.4 PARKING PLAN12" X 18" STEEL SIGN; BOLTED TOSTEEL COLUMN IN TWOLOCATIONS; PAINT BOLTS TOMATCH SIGNTEXT AS PER CODE4' - 6"PAINTED SYMBOL OF ACCESIBILITY4' - 6"SYMBOL TO BEPAINTED WHITEBACKGROUNDTO BE PAINTEDBLUENOT TO SCALEANGLED ADA PARKING17' MIN 8' (VAN ACCESS IBLE )5' (TYP . )10' (TYP . ) 60 ° 'PARKINGSTRIPES TO BEPAINTED WHITEACCESS ROUTE TOBE PAINTED WHITESEE DETAIL"PAINTED SYMBOLOF ACCESSIBILITY"PROPOSEDADA SIGNPROPOSED ADA SIGNWITH "VAN ACCESSIBLE"SIGN STRUCTURAL ENGINEER LABIB FUNK + ASSOCIATES 319 MAIN STREET EL SEGUNDO, CA 90245 CONTACT: RICHARD CHEN TELEPHONE: EMAIL: RICHARD.CHEN@LABIBFUNK.COM MECHANICAL | PLUMBING | ELECTRICAL ENGINEER EXP U.S. SERVICES 201 ALHAMBRA CIRCLE #800 MIAMI, FL 33134 CONTACT: CHRISTOPHER KEARNEY TELEPHONE: EMAIL: CHRISTOPHER.KEARNEY@EXP.COM LIGHTING DESIGN FIRST CIRCLE DESIGN 3187 AIRWAY AVENUE, BUILDING - C COSTA MESA, CA 92626 CONTACT: MATT LEVESQUE TELEPHONE: EMAIL: MATT@FIRSTCIRCLEDESIGN.COM CIVIL COASTAL ENGINEERING COMPANY 290 CRANBERRY HIGHWAY ORLEANS, MA 02653 CONTACT: JOHN BOLOGNA TELEPHONE: 508.255.6511 EMAIL: JBOLOGNA@COASTALENGINEERINGCOMPANY.COM GEOTECHNICAL ENGINEER INTERIOR DESIGN SUOMI DESIGN WORKS 1645 PARKER DRIVE ENGLEWOOD, FL 34223 CONTACT: MICHAEL SUOMI TELEPHONE: 212.457.9793 EMAIL: MICHAEL@SUOMIDESIGNWORKS.COM KITCHEN DESIGN TBD Street City State Zip CONTACT: TELEPHONE: EMAIL: Drain InletDI MechanicalMECH Exterior Insulation and Finish System Each WayEW EX EWWM Electrically Welded Wire Mesh Existing ECR EVC EL ENCL ELEC EIFS DWG DIM DIAG EA E (E) Each End Curve Radius End Vertical Curve Elevation Electrical Enclosure Drawing Dimension Diagonal East Existing OE OPG OPP Or Equal Opening Opposite WS WP On Center each Way Outside Diameter NorthN OCEW NIC NO NOM OD Not In Contract Nominal Number MED MET MFG MH MISC Medium Metal Manhole Miscellaneous Manufacturer VERT V UNO W/O W/ W TS TOR TF TD TOS Beginning Curve Radius Face of Step Cubic Feet per SecondCFS CONT CONC CO DCJ DET DBL CIP CJ CLR CMP CMB CMU CI Doweled Construction Joint Continuous Concrete Cleanout Detail Double Contraction Joint Corrugated Metal Pipe Crushed Miscellaneous Base Concrete Masonry Unit Cast-in-Place Clearance Cast Iron BOS BOT BVC BW BS CAB CB BM BL BOP BOC BF BOR BD Bottom of Slope Beginning of Vertical Curve Crushed Aggregate Base Bottom Bottom of Wall Bottom of Step Catch Basin Bottom of Pipe Back of Curb Benchmark Base Line Bottom of Fence Bottom of Ramp Board S HorizontalHORIZ JT LF LP Joint Linear Feet Low Point INV IJ ID HP Invert Isolation Joint Inside Diameter High Point STRUC SS STD STL TC TOB TOC SQ SPEC SIM SHT SCH SCO SF STA General ContractorGC GO HDR HC GV GR Grid Origin Handicap Header Gate Valve Grade FOW FTG FS G GALV GA GB Face of Wall Footing Finish Surface Gauge Gas Galvanized Grade Brake REINF RP REQ REV RD RE RECPT REF RCP R PVMT AD BCR BC AGG ALIGN ADA APPROX ARCH AC A/C Area Drain American with Disabilites Act Bottom of Curb Aggregate Alignment Approximate Architect(ural) Asphalt Concrete Air Condenser Finish Floor Elevation Finish FloorFF FOB FOC FFE FG FH FL FOF FOS Face of Building Face of Curb Finish Grade Fire Hydrant Flow Line Face of Finish FDN FD Foundation Floor Drain PIP PVC PREP POC PI Top of Cap Water Surface Waterproof Unless Noted Otherwise Vertical Vertical Without West With Top of Fence Top of Ramp Top of Step Top of Drain Top of Slope Sewer Structural Stainless Steel Standard Steel Top of Curb Top of Beam Specification Square Sheet Similar Sewer Clean Out Schedule Square Feet Station Reinforced Radius Point Revision Required Reinforced Concrete Pipe Roof Drain Reference Receptacle Rim Elevation Radius Pavement Protect in Place Poly Vinyl Chloride Point of Connection Preparation Point of Intersection RED JACKET BEACH RESORT & SPASECOND CHARACTER GROUP 0 - GENERAL 1 - DEMOLITION 2 - GRADING 3 - HARDSCAPE 4 - IRRIGATION 5 - PLANTING 6 - SITE LIGHTING 7 - SITE FURNISHINGS L1-101 DISCIPLINE PREFIX SHEET SEQUENCE NUMBER THIRD CHARACTER GROUP 0 - GENERAL 1 - PLANS 2 - ENLARGEMENTS 3 - PAVING ENLARGEMENTS 4 - DETAILS 5 - DIAGRAMS 6 - 3D REPRESENTATIONS Indicates Section Letter Indicates Section Sheet Number Indicates Elevation Letter Indicates Elevation Sheet Number Enlargement Name/Description Indicates Enlargement Number Indicates Enlargement Sheet Number Center LineLC Limit of Work Line MatchlinePLProperty Line Point of Beginning/Origin Point of Layout Align Planting AreaPA Isolation Joint Contraction Joint SHEET INDEXPROJECT DIRECTORYLOCATION MAP SYMBOL LEGEND SHEET LEGEND PROJECT SITE& AND @ AT BLDG. BUILDING B.T.H. BROWN TRUNK HEIGHT CENTER LINE CLR. CLEAR CM CENTIMETER DIA. DIAMETER D.G. DECOMPOSED GRANITE EQ. EQUAL EQUIP. EQUIPMENT FT. FEET GAL. GALLON HT. HEIGHT IN. INCHES L.O.W.LIMIT OF WORK ABBREVIATIONS MAX. MAXIMUM MIN. MINIMUM N.A.P. NOT A PART N.C.N.NO COMMON NAME N.T.S. NOT TO SCALE O.C. ON CENTER PA PLANTING AREA PED. PEDESTRIAN PGS. PAGES P.L. PROPERTY LINE R.O.W.RIGHT OF WAY T.B.D. TO BE DETERMINED THK. THICK T.O.W.TOP OF WALL TYP. TYPICAL VEH. VEHICULAR SHEET NO.SHEET NAME L0-000 COVER SHEET L0-001 PROJECT INFO & SHEET INDEX L3-001 HARDSCAPE SCHEDULE L3-101 OVERALL HARDSCAPE PLAN L3-201 HARDSCAPE ENLARGEMENT PLAN L3-202 HARDSCAPE ENLARGEMENT PLAN L3-203 HARDSCAPE ENLARGEMENT PLAN L3-401 HARDSCAPE DETAILS L3-402 HARDSCAPE DETAILS L3-403 HARDSCAPE DETAILS L3-404 HARDSCAPE DETAILS L3-405 HARDSCAPE DETAILS L3-406 HARDSCAPE DETAILS L5-001 PLANTING SCHEDULE & NOTES L5-101 OVERALL TREE PLANTING PLAN L5-102 OVERALL SHRUB PLANTING PLAN L5-103 MITIGATION PLANTING PLAN L5-201 TREE PLANTING ENLARGEMENT PLAN L5-202 TREE PLANTING ENLARGEMENT PLAN L5-203 TREE PLANTING ENLARGEMENT PLAN L5-204 SHRUB PLANTING ENLARGEMENT PLAN L5-205 SHRUB PLANTING ENLARGEMENT PLAN L5-206 SHRUB PLANTING ENLARGEMENT PLAN L5-401 PLANTING DETAILS IRRIGATION ACI IRRIGATION 810 LOS VALLECITOS BLVD., SUITE 204 SAN MARCOS, CA 92069 TELEPHONE: 760.750.1900 EMAIL: scott@aci-irrigation.com CONTACT: SCOTT LINDNER CLIENT RED HOSPITALITY 444 MADISON AVENUE #14 NEW YORK, NY 10022 CONTACT: JILL LEKSTUTIS TELEPHONE: 516.459.4694 EMAIL: JLEKSTUTIS@REDHOSPITALITY.COM LANDSCAPE ARCHITECT WATG 1730 FLIGHT WAY, SUITE 150 TUSTIN, CA 92782 CONTACT: LANCE WALKER TELEPHONE: 949.574.8500 EMAIL: LWALKER@WATG.COM ARCHITECT WATG 1730 FLIGHT WAY, SUITE 150 TUSTIN, CA 92782 CONTACT: GREG VILLEGAS TELEPHONE: 949.574.8500 EMAIL: GVILLEGAS@WATG.COM MITIGATION (ECOLOGY DESIGN) WILKINSON ECOLOGICAL DESIGN, INC. 28 LOTS HOLLOW ROAD ORLEANS, MA 02653 Contact: JEREMY SCHAUB TELEPHONE: 508.255.1113 EMAIL: JEREMY@WILKINSONECOLOGICAL.COM TBD Street City State Zip CONTACT: TELEPHONE: EMAIL:LCVICINITY MAP PROJECT SITE ADDITIONAL ABBREVIATIONS PROJECT INFORMATION & SHEET INDEX FCVA L0-001 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 06/05/2023 DESIGN REVIEW AUTHORITY - SUBMITTAL 1EXISTING RAISED PLANTER TO REMAINEXISTING STAMPED ASPHALT TO REMAINNEW CONCRETE CURB BY CIVILEXISTING WALL TO REMAINEXISTING WALKWAY TO REMAINPAVILION STEPS BY ARCHITECTSITE FURNITURE/FF&E BY INTERIORSEXISTING PARKING TO REMAINPAVILION BY ARCHITECTSLOT DRAIN BY CIVILTOWEL & WATER KIOSK BY INTERIORSRAISED DECK & STEPS AT PATIOS TO REMAINEXISTING FENCE TO REMAINEXISTING WOOD FENCE AND DECK TO REMAIN35' COASTAL BUFFER ZONE50' COASTAL BUFFER ZONE100' COASTAL BUFFER ZONEPOOL EQUIPMENT BY POOL ENGINEERNATIVE GRASS LAWN PER TOWN'S CODEPOWER PEDESTAL BY ELECTRICALGROUNDBOX BY ELECTRICALRESTORATION & MITIGATION BY ECOLOGY TEAMEXISTING UTILITYSTORMWATER BIOFILTRATION SYSTEM BY CIVILEXISTING FIRE HYDRANTADA POOL LIFT BY POOL ENGINEERSTORMWATER DETENTION VAULT BY CIVILKEYNOTES23456789101112131415161718192021222324252627DESCRIPTIONKEYP-1COLORFINISHCLAY BRICK PAVERS SET ONCONCRETE BASEPATTERNDESCRIPTIONKEYWALL FINISHCAP COLOR AND FINISHDESCRIPTIONKEYFINISHREMARKSDETAILP-2W-1F-1MANUF.MANUF.REMARKSREMARKSMANUF.WALL SCHEDULEPAVING SCHEDULESEEFOOTNOTE#1WALL COLORDETAILCOLORDETAIL3/8" JOINTF-25' H GLASS W/ ALUMINUMSTANCHIONSPOOL ENCLOSURE FENCECLAY BRICK PAVERS SET ONSAND BASECMU PILASTER W/ BRICK CLADDING(POOL FENCE CORNERS)BELDEN BRICKCONTACT: N/A330-456-00315' HIGH ALUMINUM POOLENCLOSURE FENCEP-3RUNNINGBONDCLAY BRICK PAVERS(PAVILION STRUCTURE)NATURALG-25' MIN. HT. x 3' W.GLASS AND TUBULAR STEELSINGLE GLASS POOL GATEBASKETWEAVEPATTERNSTRUCTURAL REINFORCEMENT AND SUBBASE PERREQUIREMENTS OF GEOTECHNICAL SOILS REPORTAND STRUCTURAL ENGINEER. INSTALL PERMANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS.FINISH SHALL MATCH NEWLY BUILTADJACENT PAVEMENT. PROVIDE MOCK UPPRIOR TO CONSTRUCTION. SLIP RESISTANCE:MIN. C.O.F. OF .60PRECAST PAVERDAVIS COLORS "PEBBLE"INSTALL PER DETAIL. PROVIDE SHOP DRAWING FORREVIEW AND APPROVAL.FENCE TO BE ENGINEERED TO MEET LOCAL WIND LOADS.BELCREST 730ACKERSTONECONTACT: N/A949-241-6669MICROCHAMFERTHRU MIXSEE DETAILS. STUCCO FINISH TO MATCH TEXTUREAND COLOR OF BUILDING. METAL WORK COLOR TOMATCH EXISTING.8/L3-4013/L3-4024/L3-4031/L3-4012/L3-401METALIZEDAND PAINTED-SEE DETAILS. MARINE-GRADE METAL WORK.5' MIN. HT. x 6' W.GLASS & TUBULAR STEELDOUBLE GLASS POOL GATEMETALIZEDAND PAINTEDREFER TO STRUCTURAL ENGINEER'S DRAWINGSFOR REINFORCEMENT, FOOTING SIZES ANDOTHER STRUCTURAL REQUIREMENTS.GENOVA BLENDHOLLAND IG-18/L3-403FACTORYFINISHAMERISTARCONTACT: N/A888-333-3422POWDERCOATED[ALUMINUM]C.R. LAURENCECONTACT: N/ATEL.PROVIDE SHOP DRAWING FOR REVIEW AND APPROVAL.ECHELON II; MAJESTIC WITH RINGSBELDEN BRICKCONTACT: N/A330-456-0031BELDEN BRICKCONTACT: N/A330-456-0031SUBBASE PER REQUIREMENTS OF GEOTECHINCALSOILS REPORT. PROVIDE MOCK UP PRIOR TOCONSTRUCTION.ALTERNATIVE MATERIAL: CLAY BRICK PAVERSNATURALBELCREST 730(RED)R-1TUBULAR STEELHANDRAIL AT PAVILIONR-2SEE DETAILS. MARINE-GRADE METAL WORK.4/L3-402-TUBULAR STEELHANDRAIL AT BEACH ACCESS STAIRS-BELCREST 730(RED)-2/L3-4015/L3-402-FOOTNOTES:1.RUNNING BOND / ASHLER PATTERN PER PLAN.DESCRIPTIONKEYPS-1DETAILCLAY BRICK PAVERS(PAVILION/STRUCTURE STEPS)WOOD STAIRS BEACH ACCESS(OVER EXISTING SEAWALL)7/L3-401-PS-2COLORFINISHPATTERNREMARKSMANUF.-PAINTEDPER PLANFINISH SHALL MATCH NEWLY BUILTADJACENT PAVEMENT. PROVIDE MOCK UPPRIOR TO CONSTRUCTION. SLIP RESISTANCE:MIN. C.O.F. OF .60BELDEN BRICKCONTACT: N/A330-456-0031NATURALBELCREST 730(RED)-SUBBASE PER REQUIREMENTS OF GEOTECHINCALSOILS REPORT. PROVIDE MOCK UP PRIOR TOCONSTRUCTION.WHITEMETALIZEDAND PAINTEDMETALIZEDAND PAINTEDDESCRIPTIONKEYFINISHMANUF. MODEL #DESCRIPTIONKEYMANUF. MODEL #FINISHREMARKSSF-1S-1REMARKSSCHEDULECOLORDETAILCOLORDETAILUMBRELLA W/ IN-GROUNDSLEEVESDESCRIPTIONKEYFINISHMANUF.REMARKSWF-1MAIN POOLPOOL SCHEDULECOLORDETAILPer PoolDesignerWATER FEATURE ANDSITE FURNITUREWF-2SPA AT MAIN POOLS-2S-3POOL ENTRY ARBORS4S WOOD STRUCTURE-S-4EXISTING FIRE RING/TABLEERNSDORFCONTACT: SETHERNSDORF213.388.6965-S-5CATENARY LIGHTING SYSTEM(FESTOON LIGHTING)S4S WOOD HANGING LIGHT POST-MINIMUM VERTICAL CLEARANCESHALL BE 8' TO FINISH SURFACE--TUUCICONTACT: N/ATEL.-PER INTERIOR DRAWINGSHAND RAIL & ADA LIFT CHAIRPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILES-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Sealer: Aqualok (Order# 145829)1"x1"Mosaic TileBlack Letters on WhiteMosaic Tiles-ImperialMarkings6"x6"Per PoolConsultantPer PoolConsultantGlazed2"x2"Mosaic TileSolid, NoPatternPATTERN-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Allow for 6-8 weeks for Keystone 1" Hex TilesPer PoolDesignerPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILES-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Sealer: Aqualok (Order# 145829)6"x6"Per PoolConsultantPer PoolConsultantGlazedSolid, NoPattern-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.GlazedGlazedUnglazedBlack Letters on WhiteMosaic Tiles-Imperial Markings--SEE DETAIL. PER MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. PLEASE PROVIDE SHOP DRAWINGS FORREVIEW AND APPROVAL.RENOVATE / UPGRADE WITH SIMILAR SIZE.DALTILEMIRA CLUTTER714.213.9500DALTILEMIRA CLUTTER714.213.9500DALTILEMIRA CLUTTER714.213.9500DALTILEMIRA CLUTTER714.213.9500DALTILEMIRA CLUTTER714.213.9500DALTILEMIRA CLUTTER714.213.9500Color WheelCollectionOcean Blue 1049Keystones SeriesCastlerock D618Light Acid218 MixDESCRIPTIONKEYFINISHMANUF. MODEL #REMARKSCE-1ELEMENTCOLORDETAILCONSTRUCTION----3/L3-404--WHITEQUICKCRETESCOTT ULRICH760.500.8609QUICKCRETESCOTT ULRICH760.500.8609SEE DETAIL. PER MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. PLEASE PROVIDE SHOP DRAWINGS FORREVIEW AND APPROVAL.PER LIGHTINGDRAWINGSSee PoolDrawingsSee PoolDrawingsSee PoolDrawings--WF-3STAINLESS STEEL, MARINE-GRADEADA APPROVED OUTDOOR SHOWER(MAIN POOL)PebbleCE-2--ACO DRAIN---Color WheelCollectionOcean Blue 10491"x1"Mosaic Tile2"x2"Mosaic TileKeystones SeriesCastlerock D618UnglazedCE-3---PRECISELY LAY OUT SAW CUT JOINTS ASINDICATED ON CONSTRUCTION PLANSCE-4------PRECISELY LAY OUT SAW CUT JOINTS ASINDICATED ON CONSTRUCTION PLANSPebbleLight Acid218 MixPAINTED--6/L3-405WHITEPAINTEDCMU W/ BRICK CLADDINGFIREPLACE8/L3-406WHITEPAINTEDBELDEN BRICKCONTACT: N/A330-456-0031-POOL CABANAKETTALTHOMAS DOWNES786.552.9002-PER INTERIOR CONSULTANTSUBMIT FINAL SHOP DRAWINGS FOR REVIEW AND APPROVALBY THE LANDSCAPE ARCHITECT OF RECORD. ALLOW FOR14-16 WEEKS LEAD TIME.PER INTERIORDRAWINGSPERMANUFACTURERSRECOMENDATIONSPAVILION-L(DOUBLE CABANA)-PER INTERIORDRAWINGSSCHEDULESITE ELEMENT----Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Sealer: Aqualok (Order# 145829)4/L3-401----HAND RAIL & ADA LIFT CHAIR-Refer to Pool Contractor's Drawings for Detailed Layout,Reinforcement and Other Structural Requirements.-Allow for 6-8 weeks for Keystone 1" Hex TilesSee PoolDrawings--------SCHEDULEFENCE/GATE/RAILSCHEDULEPAVING STAIRSOUTH YARMOUTH,MA 02664HARDSCAPE SCHEDULE &NOTESL3-001sheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALRM1.Conform Work to requirements of latest adopted edition ofUniform Building Code and applicable local and state codes,plans, specifications, ordinances and regulations.2.Prior to beginning work, become familiar with existing siteconditions, including underground utilities, and above gradefeatures such as grading, walls, fences, structures, etc.Contractor will be held responsible for his own damage.3.Upon being awarded Contract, make necessary arrangements toinsure that materials, supplies, and manpower will be availablewhen needed to construct this project in an orderly and timelyfashion.4.Do not begin work until Contractor's "Construction Set" drawingsare current and have required pubic agency approvals.5.Verify property lines and limits of work prior to commencingwork.6.Refer to project specifications for additional information.7.Obtain necessary permits and pay for related inspection feesrequired to install Work.8.Written dimensions take precedence over scaling of Drawings.9.Where conflicts occur between Drawings and actual fieldconditions, notify Owner's Authorized Representativeimmediately for clarification. Failure to provide notification mayhold Contractor liable for costs incurred to rectify problem, ifrequired.10.Prior to installing paving, refer to the project's geotechnicalreport. Report discrepencies between the geotechnical report'srecommendations and information noted in the Paving Schedule.11.Do not willfully proceed with construction operations when it isobvious that unknown obstructions and grade differences existthat may not have been known during the design process. Bringthese conditions immediately to attention of Owner's AuthorizedRepresentative for resolution. Assume full responsibility forcosts incurred and required modifications due to lack ofproviding such notification.12.Be responsible for coordinating work with Owner, Owner'sAuthorized Representative, General Contractor and hissub-contractor's, public agencies, and project designconsultants.13.Ensure that rough grade has been accepted by Owner prior tobeginning work.14.Ensure that fine grades have been established correctly andapproved by Owner's Authorized Representative prior tobeginning hardscape work.15.Provide the following grade drops from paving finish surface:Turf areas - 1 inch, ground cover and shrub areas - 2 inches.16.Ensure that Contractor-installed underground elements such asdrain lines, irrigation main lines and laterals, electrical conduit,sleeves, etc. are in place, operational, and approved by publicagency inspection prior to installation of hardscape work.17.Paving mock-ups are required on this project - refer to PavingSchedule and specifications for additional information.18.Ensure that curved edges such as walkways, headerboard, andmowstrips have smooth and continuous curves.19.Notify Owner's Authorized Representative with proper amount oflead-time as indicated in specifications prior to aContractor-requested site meeting. Failure to provideappropriate lead time may result in Contractor beingbackcharged for Owner's Authorized Representative's time andexpenses.20.Refer to Civil Engineer's drawings for precise grading, stepquantities, and drainage information.21.Dimensions are to the face of walls and other finish surfaces,unless indicated otherwise.22.Provide isolation joints when paving abuts vertical edges such aswalls, steps, curbs, and columns.23.Any enhanced paving (pavers, proous, colored or stampedconcrete, etc.) within a utility easement will require anencroachment agreement.GENERAL HARDSCAPE NOTES06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 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 " W 15 " W 6'- 6 " 3'- 4 " 3' - 6 " 4'-10 "1'-10 " 4' - 1 0 " 1' - 1 0 " 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'- 1 0 " 1'-1 0 " 4'-1 0 " 1'-10 " 4'-10 "1'-1 0 " DN (4 R ) 2'- 6 "UP ( 14 R ) 8 '- 6 " U P ( 1 4 R ) 8'- 6 " DN ( 4 R ) 2' - 6 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 " 58" TV 60"TV 80" 80" 1 0 " W 1 5 " W A/ C 1 6 " H@ 0 '-1 " A/C 1 6 " H@ 0 '- 1 "UP ( 14 R ) 8 '- 6 " D N ( 4 R ) 2' - 6 " U P ( 1 4 R ) 8 '- 6 "DN ( 4R ) 2' - 6 " 38 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 "-0'-7 "-0' - 7 " 3 4 " 3 4 " S K Y L IG H T -0'-7 "RM 3 0 5 4B 2B 80"80"34"34"36"32"32"-0'-7"RM 3074B2BW.H.W.H.RM 3093B2BRM 3103B2B74" 74"15"15"36"32"36"RM 3113B1BRM 3123B1BOCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169SUTF155TRAD2157TRAD2159TRAD2161TRAD2163POOL2164POOL2162POOL2160POOL2158POOL2156POOL2154POOL2153POOL2152TRADFM151TRAD2150TRAD2149TRAD2148ALCO147RVR2101RVR2102RVR2103RVR2104RVR2105TRAD2106TRAD2108TRAD2110TRAD2112POOL2114POOL1116POOL2118POOL1120POOL2122POOL2124POOL2126POOL2128POOL2130POOL2132POOL1134POOL2136OCF2138OCF2139OCF2140OCF2141OCF2142OCF2143OCF2144OCF2145OCF1146RVRFM137RFRFM135RVR2133RVRFM131RVR2129RVR2127RVR2125RVR2123RVR2121RVR2119RVR117RVRFM115RVR2111RVR2109RVR2107OCF2168OCF2167OCF2166OCF2165SHWRSHWRSHWRTUBTUBTUBTUBTUBMatchline - See Sheet XX-1.02OVERALL HARDSCAPEPLANL3-101sheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALAML3-201L3-202L3-203N.A.P.06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 42"HB42"HB42"HB42"HB60"72" -0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"OCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169SUTF155TRAD2157TRAD2159TRAD2161TRAD2163POOL2164POOL2162POOL2160POOL2158POOL2156POOL2154POOL2153POOL2152TRADFM151TRAD2150TRAD2149TRAD2148ALCO147RVR2101RVR2102RVR2103RVR2104RVR2105TRAD2106TRAD2108TRAD2110TRAD2112POOL2114POOL1116POOL2118POOL1120POOL2122POOL2124POOL2126POOL2128POOL2130POOL2132POOL1134POOL2136OCF2138OCF2139OCF2140OCF2141OCF2142OCF2143OCF2144OCF2145OCF1146RVRFM137RFRFM135RVR2133RVRFM131RVR2129RVR2127RVR2125RVR2123RVR2121RVR2119RVR117RVRFM115RVR2111RVR2109RVR2107OCF2168OCF2167OCF2166OCF2165SHWRSHWRSHWRTUBTUBTUBTUBTUBsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALOVERALL HARDSCAPEPLANL3-201ZAM DESCRIPTIONKEYSF-1UMBRELLA W/ IN-GROUNDSLEEVESDESCRIPTIONKEYWF-1MAIN POOLPOOL SCHEDULEWATER FEATURE ANDWF-2SPA AT MAIN POOLHAND RAIL & ADA LIFT CHAIRPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILESPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILESDESCRIPTIONKEYCE-1CONSTRUCTION ELEMENTWF-3STAINLESS STEEL, MARINE-GRADEADA APPROVED OUTDOOR SHOWER(MAIN POOL)CE-2CE-3CE-4HAND RAIL & ADA LIFT CHAIRDESCRIPTIONKEYP-1DESCRIPTIONKEYDESCRIPTIONKEYP-2W-1F-1F-25' H GLASS W/ ALUMINUMSTANCHIONSPOOL ENCLOSURE FENCECMU BUILD UP PILASTER W/ BRICKCLADDING (POOL FENCE CORNERS)5' HIGH ALUMINUM POOLENCLOSURE FENCEDESCRIPTIONKEYS-1P-3G-25' MIN. HT. x 3' W.GLASS AND TUBULAR STEELSINGLE GLASS POOL GATES-2S-3POOL ENTRY ARBORS4S WOOD STRUCTURES-4EXISTING FIRE RING/TABLES-5CATENARY LIGHTING SYSTEM(FESTOON LIGHTING)S4S WOOD HANGING LIGHT POST5' MIN. HT. x 6' W.GLASS & TUBULAR STEELDOUBLE GLASS POOL GATEG-1R-13' HT. TUBULAR STEELHANDRAIL AT PAVILIONR-23' HT. TUBULAR STEELHANDRAIL AT BEACH ACCESS STAIRSFOOTNOTES:1.RUNNING BOND / ASHLER PATTERN PER PLAN.DESCRIPTIONKEYPS-1PAVING STAIR SCHEDULECLAY BRICK PAVERS(PAVILION/STRUCTURE STEPS)WOOD STAIRS BEACH ACCESS(OVER EXISTING SEAWALL)PS-2CMU BUILD UP W/ BRICK CLADDINGFIREPLACE POOL CABANASITE ELEMENT SCHEDULEWALL SCHEDULEFENCE/GATE/RAIL SCHEDULECLAY BRICK PAVERS SET ONCONCRETE BASECLAY BRICK PAVERS SET ONSAND BASECLAY BRICK PAVERS(PAVILION STRUCTURE)1EXISTING RAISED PLANTER TO REMAINEXISTING STAMPED ASPHALT TO REMAINNEW CONCRETE CURB BY CIVILEXISTING WALL TO REMAINEXISTING WALKWAY TO REMAINPAVILION STEPS BY ARCHITECTSITE FURNITURE/FF&E BY INTERIORSEXISTING PARKING TO REMAINPAVILION BY ARCHITECTSLOT DRAIN BY CIVILTOWEL & WATER KIOSK BY INTERIORSRAISED DECK & STEPS AT PATIOS TO REMAINEXISTING FENCE TO REMAINEXISTING WOOD FENCE AND DECK TO REMAIN35' COASTAL BUFFER ZONE50' COASTAL BUFFER ZONE100' COASTAL BUFFER ZONEPOOL EQUIPMENT BY POOL ENGINEERNATIVE GRASS LAWN PER TOWN'S CODEPOWER PEDESTAL BY ELECTRICALGROUNDBOX BY ELECTRICALRESTORATION & MITIGATION BY ECOLOGY TEAMEXISTING UTILITYSTORMWATER BIOFILTRATION SYSTEM BY CIVILEXISTING FIRE HYDRANTADA POOL LIFT BY POOL ENGINEERSTORMWATER DETENTION VAULT BY CIVILKEYNOTES23456789101112131415161718192021222324252627P-1W-1SF-1PS-1PS-2W-1F-1S-1S-2S-3S-4S-5WF-1WF-2WF-3P-2P-3R-1R-2G-1G-1G-2F-2F-206/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 42"HB42"HB42"HB42"HBTRAD2149TRAD2148ALCO147TRAD2106TRAD2108TRAD2110TRAD2112Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALHARDSCAPE ENLARGEMENTPLAN - PORTE COCHEREL3-202AMDESCRIPTIONKEYSF-1UMBRELLA W/ IN-GROUNDSLEEVESDESCRIPTIONKEYWF-1MAIN POOLPOOL SCHEDULEWATER FEATURE ANDWF-2SPA AT MAIN POOLHAND RAIL & ADA LIFT CHAIRPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILESPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILESDESCRIPTIONKEYCE-1CONSTRUCTION ELEMENTWF-3STAINLESS STEEL, MARINE-GRADEADA APPROVED OUTDOOR SHOWER(MAIN POOL)CE-2CE-3CE-4HAND RAIL & ADA LIFT CHAIRDESCRIPTIONKEYP-1DESCRIPTIONKEYDESCRIPTIONKEYP-2W-1F-1F-25' H GLASS W/ ALUMINUMSTANCHIONSPOOL ENCLOSURE FENCECMU BUILD UP PILASTER W/ BRICKCLADDING (POOL FENCE CORNERS)5' HIGH ALUMINUM POOLENCLOSURE FENCEDESCRIPTIONKEYS-1P-3G-25' MIN. HT. x 3' W.GLASS AND TUBULAR STEELSINGLE GLASS POOL GATES-2S-3POOL ENTRY ARBORS4S WOOD STRUCTURES-4EXISTING FIRE RING/TABLES-5CATENARY LIGHTING SYSTEM(FESTOON LIGHTING)S4S WOOD HANGING LIGHT POST5' MIN. HT. x 6' W.GLASS & TUBULAR STEELDOUBLE GLASS POOL GATEG-1R-13' HT. TUBULAR STEELHANDRAIL AT MAIN TRELLISR-23' HT. TUBULAR STEELHANDRAIL AT BEACH ACCESS STAIRSFOOTNOTES:1.RUNNING BOND / ASHLER PATTERN PER PLAN.DESCRIPTIONKEYPS-1PAVING STAIR SCHEDULECLAY BRICK PAVERS(PAVILION/STRUCTURE STEPS)WOOD STAIRS BEACH ACCESS(OVER EXISTING SEAWALL)PS-2CMU BUILD UP W/ BRICK CLADDINGFIREPLACEPAVILION-L (DOUBLE CABANA)FAMILY POOL CABANASITE ELEMENT SCHEDULEWALL SCHEDULEFENCE/GATE/RAIL SCHEDULECLAY BRICK PAVERS SET ONCONCRETE BASECLAY BRICK PAVERS SET ONSAND BASECLAY BRICK PAVERS(PAVILION STRUCTURE)1EXISTING RAISED PLANTER TO REMAINEXISTING STAMPED ASPHALT TO REMAINNEW CONCRETE CURB BY CIVILEXISTING WALL TO REMAINEXISTING WALKWAY TO REMAINPAVILION STEPS BY ARCHITECTSITE FURNITURE/FF&E BY INTERIORSEXISTING PARKING TO REMAINPAVILION BY ARCHITECTSLOT DRAIN BY CIVILTOWEL & WATER KIOSK BY INTERIORSRAISED DECK & STEPS AT PATIOS TO REMAINEXISTING FENCE TO REMAINEXISTING WOOD FENCE AND DECK TO REMAIN35' COASTAL BUFFER ZONE50' COASTAL BUFFER ZONE100' COASTAL BUFFER ZONEPOOL EQUIPMENT BY POOL ENGINEERNATIVE GRASS LAWN PER TOWN'S CODEPOWER PEDESTAL BY ELECTRICALGROUNDBOX BY ELECTRICALRESTORATION & MITIGATION BY ECOLOGY TEAMEXISTING UTILITYSTORMWATER BIOFILTRATION SYSTEM BY CIVILEXISTING FIRE HYDRANTADA POOL LIFT BY POOL ENGINEERSTORMWATER DETENTION VAULT BY CIVILKEYNOTES23456789101112131415161718192021222324252627P-2S-1P-206/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL OCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169TUBZsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALHARDSCAPE ENLARGEMENTPLAN - MAIN ARRIVALL3-203AMDESCRIPTIONKEYSF-1UMBRELLA W/ IN-GROUNDSLEEVESDESCRIPTIONKEYWF-1MAIN POOLPOOL SCHEDULEWATER FEATURE ANDWF-2SPA AT MAIN POOLHAND RAIL & ADA LIFT CHAIRPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILESPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILESDESCRIPTIONKEYCE-1CONSTRUCTION ELEMENTWF-3STAINLESS STEEL, MARINE-GRADEADA APPROVED OUTDOOR SHOWER(MAIN POOL)CE-2CE-3CE-4HAND RAIL & ADA LIFT CHAIRDESCRIPTIONKEYP-1DESCRIPTIONKEYDESCRIPTIONKEYP-2W-1F-1F-25' H GLASS W/ ALUMINUMSTANCHIONSPOOL ENCLOSURE FENCECMU BUILD UP PILASTER W/ BRICKCLADDING (POOL FENCE CORNERS)5' HIGH ALUMINUM POOLENCLOSURE FENCEDESCRIPTIONKEYS-1P-3G-25' MIN. HT. x 3' W.GLASS AND TUBULAR STEELSINGLE GLASS POOL GATES-2S-3POOL ENTRY ARBORS4S WOOD STRUCTURES-4EXISTING FIRE RING/TABLES-5CATENARY LIGHTING SYSTEM(FESTOON LIGHTING)S4S WOOD HANGING LIGHT POST5' MIN. HT. x 6' W.GLASS & TUBULAR STEELDOUBLE GLASS POOL GATEG-1R-13' HT. TUBULAR STEELHANDRAIL AT PAVILIONR-23' HT. TUBULAR STEELHANDRAIL AT BEACH ACCESS STAIRSFOOTNOTES:1.RUNNING BOND / ASHLER PATTERN PER PLAN.DESCRIPTIONKEYPS-1PAVING STAIR SCHEDULECLAY BRICK PAVERS(PAVILION/STRUCTURE STEPS)WOOD STAIRS BEACH ACCESS(OVER EXISTING SEAWALL)PS-2CMU BUILD UP W/ BRICK CLADDINGFIREPLACE POOL CABANASITE ELEMENT SCHEDULEWALL SCHEDULEFENCE/GATE/RAIL SCHEDULECLAY BRICK PAVERS SET ONCONCRETE BASECLAY BRICK PAVERS SET ONSAND BASECLAY BRICK PAVERS(PAVILION STRUCTURE)1EXISTING RAISED PLANTER TO REMAINEXISTING STAMPED ASPHALT TO REMAINNEW CONCRETE CURB BY CIVILEXISTING WALL TO REMAINEXISTING WALKWAY TO REMAINPAVILION STEPS BY ARCHITECTSITE FURNITURE/FF&E BY INTERIORSEXISTING PARKING TO REMAINPAVILION BY ARCHITECTSLOT DRAIN BY CIVILTOWEL & WATER KIOSK BY INTERIORSRAISED DECK & STEPS AT PATIOS TO REMAINEXISTING FENCE TO REMAINEXISTING WOOD FENCE AND DECK TO REMAIN35' COASTAL BUFFER ZONE50' COASTAL BUFFER ZONE100' COASTAL BUFFER ZONEPOOL EQUIPMENT BY POOL ENGINEERNATIVE GRASS LAWN PER TOWN'S CODEPOWER PEDESTAL BY ELECTRICALGROUNDBOX BY ELECTRICALRESTORATION & MITIGATION BY ECOLOGY TEAMEXISTING UTILITYSTORMWATER BIOFILTRATION SYSTEM BY CIVILEXISTING FIRE HYDRANTADA POOL LIFT BY POOL ENGINEERSTORMWATER DETENTION VAULT BY CIVILKEYNOTES2345678910111213141516171819202122232425262706/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 2" min. for shrub 1" min. for turf LEGENDBrick field laid flat in basketweave pattern.3/8" wide joints.Sand setting bed.Compacted gravel sub base.90% compacted subgrade.Finish grade.Brick band laid flat in header pattern.Miter corners of band.1.2.3.4.5.6.7.8.NOTESRefer to Paving Schedule for materialtype, finish, color, jointing, thickness andreinforcing.Refer to the Soil Engineer's report foradditional paving information and/orrequirements.A.B.SECTIONPLAN VIEW87126712345LEGENDBrick field laid flat in running bond pattern.3/8" wide joints.Sand setting bed.Compacted gravel sub slab.90% compacted subgrade.Finish grade.Brick band laid flat in header pattern.Miter corners of band.1.2.3.4.5.6.7.8.NOTESRefer to Paving Schedule for materialtype, finish, color, jointing, thickness andreinforcing.Refer to the Soil Engineer's report foradditional paving information and/orrequirements.A.B.SECTIONPLAN VIEW871212" min. for shrub 1" min. for turf 7643252"112"LEGEND1.Pool coping.2.Water line tile.3.Water level.4.Concrete bond beam - per PoolContractor.5.Plaster finish.6.Rebar - per Pool Contractor.7.4" sand blasted depth marker, centeredin coping. Font per Owner.8.Adjacent paving.NOTESA.Refer to Construction Schedule for type,color and finish.B.Refer to Construction Plan for poolequipment location.C.Suction drain to be anti-vortex.D.Pool Contractor to provide shop drawingsto Landscape Architect and Owner forreview prior to construction. Shop drawingsshould detail and engineer the following:- Remote pump and circulation system.- Supply line and drain line routing andsizing.- Hydraulic system and reservoir needs.E.All dimensions are from face of tile, unlessnoted otherwise.SECTIONELEVATION3'-6"PLAN VIEW11 2"7181235461235SECTION1'-4"1/2"6"LEGEND1.Adjacent brick paving.2.Isolation joint.3.Brick step.4.Mortar bed.5.#4 rebar at 18" o.c.e.w.6.#3 nosebar, typical.NOTESA.Refer to Construction Plan for all types,color, finish, and manufacturerapplications.PLAN VIEW123451366PLAN VIEWELEVATIONLEGEND1.Pilaster cap - rowlock brick pattern.2.Pilaster - CMU build-up with brickveneer in running bond pattern.3.Pilaster base - rowlock brick pattern.4.Pilaster base - soldier course pattern.5.Outline of pilaster below.6.Adjacent fence.7.Finish grade.NOTESA.Refer to Construction Schedule fortype, color, and finishes.3 4"3 4" 2'-11 2"116623475HARDSCAPE DETAILSL3-401C2 / CFsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTAL06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL LEGEND1.Brick steps.2.2" x 1" tubular steel handrail.3.2" x 1" tubular steel post. Embed 12"min.4.Core drill hole to accept post. Set postwith matching color anchoring epoxy.5.Concrete footing.6.Adjacent paving.7.Paving band.NOTESA.Refer to Construction Schedule for type,color and finish.B.All tubular steel members to be zincmetalized.C.All welds to be 18" fillet.D.All welds to be continuous and grindedsmooth.E.Treat field welds to prevent rust..dwgHandrail SECTIONPLAN VIEW1'-1114"2'-4"1-'4" TREAD + 1'-0"1'-0" 2'-10"2"122"1'-0"745632LEGEND1.12" thick, clear monolithic temperedglass panel. CR Laurence #MG12CC.2.Glass clamp, (2) per panel.3.8" wide concrete base. 12" chamfer atedge.4.CR Laurence bracing clamp. Installper Manufacturer's recommendation.NOTESA.Refer to Construction Schedule for type, colorand finish.B.Installation of glass panels and clamps perManufacturer's specifications and details.C.All fences/walls that require a building permit willbe reviewed and approved under a separatepermit.D.Refer to Structural Engineer's plan for allreinforcing, connections and footingrequirements.6'-0" 2" CLR.4'-0"REFERENCE IMAGEELEVATION12358" GAPTYP.4HARDSCAPE DETAILSL3-402C2 / CFsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALC2 / CF06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL C2LEGEND1.12" thick, clear monolithic tempered glasspanel.2.2"x2" tubular steel gate frame.3.2"x2" tubular steel post.4.3"x2" tubular steel post on latch side.5.Panic bar-exit device mounted on poolside of gate.6.Glass clamp, (2) per panel.7.Gate hardware.8.Finish grade.9.Gate hinge.10.Adjacent wall / fence per separate detail.11.Kick plate - 3/8" thick solid steel panel.12.CR Laurence bracing clamp.13.Edge of paving.NOTESA.Refer to Construction Schedule for types, colors,finishes, and manufacturer's applications.B.Prior to gate fabrication, verify steel material sizesand gate design fits with access control equipment,latches, hinges, etc.C.Gate fabricator should measure as-built fieldconditions for clearances between walls, etc. beforegate fabrication.D.Refer to Structural Engineering plans for footing andreinforcing.3'-0"1253'-6"4162" LC 6'-0"9ELEVATION101'-0"5'-6"2'-0"12PLAN VIEW41131'-9"103511876'-2" 2"Clr. 3'-6"12LEGEND1.12" thick, clear monolithic tempered glasspanel.2.2"x2" tubular steel gate frame.3.2"x2" tubular steel post.4.3"x2" tubular steel post on latch side.5.Panic bar-exit device mounted on poolside of gate.6.Gate hardware.7.Finish grade.8.Gate hinge.9.Adjacent wall / fence per separate detail.10.Kick plate - 3/8" thick solid steel panel.11.Edge of paving.12.Pool signage - per Signage Consultant.NOTESA.Refer to Construction Schedule for types, colors,finishes, and manufacturer's applications.B.Prior to gate fabrication, verify steel material sizesand gate design fits with access control equipment,latches, hinges, etc.C.Gate fabricator should measure as-built fieldconditions for clearances between walls, etc. beforegate fabrication.D.Refer to Structural Engineering plans for footing andreinforcing.3'-0"ELEVATION6'-5"3'-0"PLAN VIEW4211953838214596810sheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALHARDSCAPE DETAILSL3-403C2 / CF06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL C28'-0"LEGENDNOTES1231.3" x 3" Wood trellis at 12" o.c.2.4" x 8" Wood beam with decorativecorbel ends.3.Wood column.4.Alternating 1" x 6" and 2" x 2" woodfence boards.5.4" x 6" Wood post.6.Decorative wood trim.7.2" Thick wood cap.8.Concrete base.9.Pool fence and gate10.Finished surface.A.Refer to Construction Schedule fortype, color and finishes.LCLC679108C2HARDSCAPE DETAILSL3-404C2 / CFsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTAL06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL LEGEND1.Wood base.2.Wood column.3.Wood cap.4.Light fixture.5.Mounting bracket.6.Galvanized wire rope.7.Concrete base.8.Adjacent walkway.9.Finish surface.NOTESA.Refer to Construction Schedule fortype, color and finish.ELEVATION10'-0" 8'-0" 8'-6" 8'-6"ELEVATIONPLAN VIEW713812'-6"35421735421769sheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALC2C2HARDSCAPE DETAILSL3-405C2 / CF06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL LEGEND1.Hearth. CMU build-up with brickcladding.2.Fireplace body. CMU build-up withbrick cladding.3.Chimney. CMU build-up with brickcladding.4.Wing wall with decorative logcompartment. CMU build-up with brickcladding.5.Brick clad inset.6.Fireplace screen.7.Spark arrestor.8.Finish surface.9.Adjacent overhead - per Architect.10.4" x 8" wood mantle with 4" x 6" woodcorbels.NOTESA.Refer to Construction Schedule forcolor type and finish.B.Refer to Structural Engineer's plan forall footing, connections and reinforcing.95'-6"2'-1"5'-3"5'-6"2'-1"11'-8"2'-5"2'-5"2'-6" 5'-1" 3'-7" 5'-0" 1'-4" 1'-11" 14'-3" 1'-4"5'-0"6'-11"14'-3" 9'-0" PER ARCHITECT6 73241894271101018421073HARDSCAPE DETAILSL3-406C2 / CFsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTAL06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL PLANTING SCHEDULE &NOTESL5-001AMsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALEXISTING PLANTING TO REMAIN.EXISTING TREE TO REMAIN.MITIGATION PLANTING BY OTHERS.PROPOSED NATIVE GRASSES/VEGETATION.KEYNOTES″GENERAL PLANTING NOTESTREE SCHEDULESHRUB SCHEDULESYMBOL LEGENDWOOD MULCH SCHEDULETREE ROOT BARRIER SCHEDULEGENERAL(BY WILKINSON ECOLOGICAL DESIGN)GROUND COVER & GRASSES SCHEDULEMITIGATION SCHEDULE 06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 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 " W 15 " W 6'- 6 " 3'- 4 " 3' - 6 " 4'-10 "1'-10 " 4' - 1 0 " 1' - 1 0 " 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'- 1 0 " 1'-1 0 " 4'-1 0 " 1'-10 " 4'-10 "1'-1 0 " DN (4 R ) 2'- 6 "UP ( 14 R ) 8 '- 6 " U P ( 1 4 R ) 8'- 6 " DN ( 4 R ) 2' - 6 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 " 58" TV 60"TV 80" 80" 1 0 " W 1 5 " W A/ C 1 6 " H@ 0 '-1 " A/C 1 6 " H@ 0 '- 1 "UP ( 14 R ) 8 '- 6 " D N ( 4 R ) 2' - 6 " U P ( 1 4 R ) 8 '- 6 "DN ( 4R ) 2' - 6 " 38 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 "-0'-7 "-0' - 7 " 3 4 " 3 4 " S K Y L IG H T -0'-7 "RM 3 0 5 4B 2B 80"80"34"34"36"32"32"-0'-7"RM 3074B2BW.H.W.H.RM 3093B2BRM 3103B2B74" 74"15"15"36"32"36"RM 3113B1BRM 3123B1BOCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169SUTF155TRAD2157TRAD2159TRAD2161TRAD2163POOL2164POOL2162POOL2160POOL2158POOL2156POOL2154POOL2153POOL2152TRADFM151TRAD2150TRAD2149TRAD2148ALCO147RVR2101RVR2102RVR2103RVR2104RVR2105TRAD2106TRAD2108TRAD2110TRAD2112POOL2114POOL1116POOL2118POOL1120POOL2122POOL2124POOL2126POOL2128POOL2130POOL2132POOL1134POOL2136OCF2138OCF2139OCF2140OCF2141OCF2142OCF2143OCF2144OCF2145OCF1146RVRFM137RFRFM135RVR2133RVRFM131RVR2129RVR2127RVR2125RVR2123RVR2121RVR2119RVR117RVRFM115RVR2111RVR2109RVR2107OCF2168OCF2167OCF2166OCF2165SHWRSHWRSHWRTUBTUBTUBTUBTUBOVERALL TREEPLANTING PLANL5-101Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALAML5-201L5-202L5-203N.A.P.06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 2,500 SF OF DUNE RESTORATION PLANT WITH AMERICAN BEACHGRASSAND SEASIDE GOLDENROD @ 18" ONCENTER TO INCREASE NATIVEVEGETATION DENSITY 2,500 SF LAWN CONVERSATION TO NATIVEVEGETATION AS MITIGATION. 220 SF OF EXISTINGLANDSCAPE BEDS TO ALSO BE CONVERTED TONATIVE VEGETATION265 SF AREA OF DUNE RESTORATIONADD APPROXIMATELY 10 CUBIC YARDS OFCOMPATIBLE SEDIMENT ON ERODEDPORTION OF BERM WITHIN THE COASTALDUNE AND PLANT WITH AMERICANBEACHGRASS AND SEASIDE GOLDENROD @18" ON CENTER TO VEGETATE ANDSTABILIZE SEDIMENT REMOVE ONE STATE-LISTED INVASIVE GRAYWILLOW SAPLING (Salix cinerea) THAT ISSPROUTING FROM THE EXISTING BULKHEADUSING A CUT AND WIPE TECHNIQUE WITH ANHERBICIDE APPROVED FOR USE IN WETLANDSREMOVE ONE STATE-LISTED INVASIVE GRAYWILLOW SAPLING (Salix cinerea) THAT ISSPROUTING FROM THE EXISTING BULKHEAD USINGA CUT AND WIPE TECHNIQUE WITH AN HERBICIDEAPPROVED FOR USE IN WETLANDS42"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 " W 15 " W 6'- 6 " 3'- 4 " 3' - 6 " 4'-10 "1'-10 " 4' - 1 0 " 1' - 1 0 " 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'- 1 0 " 1'- 1 0 " 4'-1 0 " 1'-10 " 4'-10 "1'-1 0 " DN (4 R ) 2'- 6 "UP ( 14 R ) 8 '- 6 " U P ( 1 4 R ) 8'- 6 "DN ( 4R ) 2' - 6 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 " 58" TV 60"TV 80" 80" 1 0 "W15 "WA/ C 1 6 " H@ 0 '- 1 " A/C 1 6 " H@ 0 '- 1 "UP ( 14 R ) 8 '- 6 " D N ( 4 R ) 2' - 6 " U P ( 1 4 R ) 8'- 6 "DN ( 4R ) 2' - 6 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 "-0'-7 "-0' - 7 " 3 4 " 3 4 " S K Y L IG H T -0'-7 "RM 3 0 54B2B 80"80"34"34"36"32"32"-0'-7"RM 3074B2BW.H.W.H.RM 3093B2BRM 3103B2B74" 74"15"15"36"32"36"RM 3113B1BRM 3123B1BOCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169SUTF155TRAD2157TRAD2159TRAD2161TRAD2163POOL2164POOL2162POOL2160POOL2158POOL2156POOL2154POOL2153POOL2152TRADFM151TRAD2150TRAD2149TRAD2148ALCO147RVR2101RVR2102RVR2103RVR2104RVR2105TRAD2106TRAD2108TRAD2110TRAD2112POOL2114POOL1116POOL2118POOL1120POOL2122POOL2124POOL2126POOL2128POOL2130POOL2132POOL1134POOL2136OCF2138OCF2139OCF2140OCF2141OCF2142OCF2143OCF2144OCF2145OCF1146RVRFM137RFRFM135RVR2133RVRFM131RVR2129RVR2127RVR2125RVR2123RVR2121RVR2119RVR117RVRFM115RVR2111RVR2109RVR2107OCF2168OCF2167OCF2166OCF2165SHWRSHWRSHWRTUBTUBTUBTUBTUBOVERALL SHRUBPLANTING PLANL5-102Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALAML5-201L5-202L5-203N.A.P.CONSERVATION COMMISSION.SEE WILKINSON ECOLOGICALDESIGN'S DRAWINGS FOR DETAILS.06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 42"HB42"HB42"HB42"HB60"72" 18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"OCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169SUTF155TRAD2157TRAD2159TRAD2161TRAD2163POOL2164POOL2162POOL2160POOL2158POOL2156POOL2154POOL2153POOL2152TRADFM151TRAD2150TRAD2149TRAD2148ALCO147RVR2101RVR2102RVR2103RVR2104RVR2105TRAD2106TRAD2108TRAD2110TRAD2112POOL2114POOL1116POOL2118POOL1120POOL2122POOL2124POOL2126POOL2128POOL2130POOL2132POOL1134POOL2136OCF2138OCF2139OCF2140OCF2141OCF2142OCF2143OCF2144OCF2145OCF1146RVRFM137RFRFM135RVR2133RVRFM131RVR2129RVR2127RVR2125RVR2123RVR2121RVR2119RVR117RVRFM115RVR2111RVR2109RVR2107OCF2168OCF2167OCF2166OCF2165SHWRSHWRSHWRTUBTUBTUBTUBTUBTREE ENLARGEMENTPLANTING PLAN - POOLDECKL5-201Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALAMCONSERVATION COMMISSION.SEE WILKINSON ECOLOGICALDESIGN'S DRAWINGS FOR DETAILS.POOLSPAPAVILION06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 42"HB42"HB42"HB42"HBTRAD2149TRAD2148ALCO147TRAD2106TRAD2108TRAD2110TRAD2112Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALTREE ENLARGEMENTPLANTING PLAN - PORTECOCHEREL5-202AM06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL SKY L IGH TOCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169TUB Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALTREE ENLARGEMENTPLANTING PLAN - MAINARRIVALL5-203AM06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 42"HB42"HB42"HB42"HB60"72" 18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"OCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169SUTF155TRAD2157TRAD2159TRAD2161TRAD2163POOL2164POOL2162POOL2160POOL2158POOL2156POOL2154POOL2153POOL2152TRADFM151TRAD2150TRAD2149TRAD2148ALCO147RVR2101RVR2102RVR2103RVR2104RVR2105TRAD2106TRAD2108TRAD2110TRAD2112POOL2114POOL1116POOL2118POOL1120POOL2122POOL2124POOL2126POOL2128POOL2130POOL2132POOL1134POOL2136OCF2138OCF2139OCF2140OCF2141OCF2142OCF2143OCF2144OCF2145OCF1146RVRFM137RFRFM135RVR2133RVRFM131RVR2129RVR2127RVR2125RVR2123RVR2121RVR2119RVR117RVRFM115RVR2111RVR2109RVR2107OCF2168OCF2167OCF2166OCF2165SHWRSHWRSHWRTUBTUBTUBTUBTUBSHRUB ENLARGEMENTPLANTING PLAN - POOLDECKL5-204Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALAMSCHEDULEGROUND COVER & GRASSESMITIGATION SCHEDULE (BY W.E.D.)CONSERVATION COMMISSION.SEE WILKINSON ECOLOGICALDESIGN'S DRAWINGS FOR DETAILS.POOLSPAPAVILION06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL 42"HB42"HB42"HB42"HBTRAD2149TRAD2148ALCO147TRAD2106TRAD2108TRAD2110TRAD2112Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALSCHEDULEGROUND COVER & GRASSESMITIGATION SCHEDULE (BY W.E.D.)SHRUB ENLARGEMENTPLANTING PLAN - PORTECOCHEREL5-205AM06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL SKY L IGH TOCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169TUB Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.28 SOUTH SHORE DRIVE,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023CONCEPT DESIGN02/24/202350% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT06/05/2023DESIGN REVIEW SUBMITTALSCHEDULEGROUND COVER & GRASSESMITIGATION SCHEDULE (BY W.E.D.)SHRUB ENLARGEMENTPLANTING PLAN - MAINARRIVALL5-206AM06/05/2023 DESIGN REVIEW AUTHORITY -SUBMITTAL Z ZZ Z ZPR O P O S E D PO O L SPA PR O P O S E D PO O L P A T I O PR O P O S E D P O O L SID E F U N C T I O N A R E A8' WIDEWALKWAYPR O P O S E D B A R PAV I L I O N (RO O F E D ) (10. 4 8 ) PR O P O S E D CE N T E N A R Y L I G H T S (TY P . ) A.D. A . UNI T A.D. A . UNI T H.I. UNI T A.D. A . UNI T A.D. A . UNI T A.D. A . UNI T A.D. A . UNI T H.I. UNI T H.I. UNI T PR O P O S E D P O O L EN T R Y W A Y PR O P O S E D 5' W A L K W A Y PR O P O S E D GLA S S F E N C E PR O P O S E D STA I R S T O B E A C H 35' N O D I S T U R B Z O N E ( T O C B ) 50' B U F F E R Z O N E ( T O C B ) 100' B U F F E R Z O N E ( T O C B )200' BUFFER ZONE (RIVERFRONT)PR O P O S E D LA W N PR O P O S E D W A L K W A Y S T O B E CO N S T R U C T E D O U T O F BRI C K S D R Y L A I D I N S A N D PR O P O S E D PO O L SPA PR O P O S E D FIR E P L A C E PR O P O S E D B A R PAV I L I O N (TR E L L I S ) (10. 4 8 ) 1 6' W I D E W A L K W A Y PR O P O S E D T R E N C H DR A I N R I M E L . = 1 0 . 2 5 (SE E A R C H P L A N S FO R T R E N C H D R A I N DE T A I L S ) 2,500 SF OF DUNE RESTORATION PLANT WITH AMERICAN BEACHGRASS AND SEASIDE GOLDENROD @ 18" ON CENTER TO INCREASE NATIVE VEGETATION DENSITY 2,500 SF LAWN CONVERSATION TO NATIVE VEGETATION AS MITIGATION. 220 SF OF EXISTING LANDSCAPE BEDS TO ALSO BE CONVERTED TO NATIVE VEGETATION 265 SF AREA OF DUNE RESTORATION ADD APPROXIMATELY 10 CUBIC YARDS OF COMPATIBLE SEDIMENT ON ERODED PORTION OF BERM WITHIN THE COASTAL DUNE AND PLANT WITH AMERICAN BEACHGRASS AND SEASIDE GOLDENROD @ 18" ON CENTER TO VEGETATE AND STABILIZE SEDIMENT 7 Carolina Rose 25 Sweetfern 3 Carolina Rose REMOVE ONE STATE-LISTED INVASIVE GRAY WILLOW SAPLING (Salix cinerea) THAT IS SPROUTING FROM THE EXISTING BULKHEAD USING A CUT AND WIPE TECHNIQUE WITH AN HERBICIDE APPROVED FOR USE IN WETLANDS REMOVE ONE STATE-LISTED INVASIVE GRAY WILLOW SAPLING (Salix cinerea) THAT IS SPROUTING FROM THE EXISTING BULKHEAD USING A CUT AND WIPE TECHNIQUE WITH AN HERBICIDE APPROVED FOR USE IN WETLANDS 12 Carolina Rose EXISTING LANDSCAPE BED EXISTING LAWN EXIS TI N G BEN C H EXIS TI N G BEN C H FOR PERMITTING PURPOSES ONLY THIS DRAWING IS NOT INTENDED FOR CONSTRUCTION REV DATE DESCRIPTION DRAWN BY:CHECKED BY: DATE:SCALE: ARCHITECT &LANDSCAPE ARCHITECT: SURVEY PROVIDED BY: THIS DRAWING AND ALL IDEAS EMBODIED THEREIN IS PROPRIETARY INFORMATION OF WILKINSON ECOLOGICAL DESIGN, INC. (WED) AND SHALL NOT BE COPIED, REPRODUCED, OR DISCLOSED IN CONNECTION WITH ANY WORK OTHER THAN THE PROJECT FOR WHICH IT HAS BEEN PREPARED, IN WHOLE OR PART, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM WED. © 2023 WILKINSON ECOLOGICAL DESIGN, INC. LEGEND: ABBREVIATIONS: &AND @ AT Ø DIAMETER #POUND or NUMBER ACEC AREA OF CRITICAL ENVIRONMENTAL CONCERN APPROX APPROXIMATE AURA ADJACENT UPLAND RESOURCE AREA BLDG BUILDING BOB BOTTOM OF BANK BVW BORDERING VEGETATED WETLAND (IF APPLICABLE) CY CUBIC YARD DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION EA EACH EL ELEVATION EX EXISTING LOW LIMIT OF WORK LSCSF LAND SUBJECT TO COASTAL STORM FLOWAGE MHW MEAN HIGH WATER MLW MEAN LOW WATER NHESP NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM NOI NOTICE OF INTENT NTS NOT TO SCALE OC ON CENTER OOC ORDER OF CONDITIONS PROP PROPOSED REV REVISION SC SPECIAL CONDITION SF SQUARE FEET TOB TOP OF BANK UON UNLESS OTHERWISE NOTED VEG VEGETATION VZ VELOCITY ZONE WED WILKINSON ECOLOGICAL DESIGN, INC NOTES: k:\clients\south shore dr_25-28-39_yar\consult\plans\restoplan\20230425_resto_s shore dr_25-28-39_yar.dwg2-May-23 1 OF 1 IPJS 1" = 30'5/8/2023 RED HOSPITALITY 25, 28, & 39 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA RESTORATION PLAN COASTAL ENGINEERING COMPANY 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 WATG 700 BISHOP STREET, SUITE 800 HONOLULU, HI, 96813 (808) 521-8888 2,500 SF OF EXISTING LAWN TO BE REMOVED, SEEDED WITH CAPE COD MEADOW MIX, AND THE FOLLOWING NATIVE SHRUBS, FORBS, AND GRASSES TO BE PLANTED. AN ADDITIONAL 220 SF OF EXISTING LANDSCAPE BEDS WILL BE CONVERTED TO NATIVE VEGETATION ADJACENT TO LAWN REMOVAL AREAS. 47 NATIVE SHRUBS TO BE PLANTED count common name scientific name size 22 Carolina Rose Rosa carolina #1 25 Sweetfern Comptonia peregrina #3 600 NATIVE FORBS AND GRASSES TO BE PLANTED count common name scientific name size 50 Anise Hyssop Agastache foeniculum #1/plug 40 Black Eyed Susan Rudbeckia fulgida #1/plug 50 Eastern Showy Aster Eurybia spectabilis #1/plug 30 Litte Joe-Pye Weed Eupatorium dubium #1/plug 150 Little Bluestem Schizachyrium scoparium #1/plug 30 New England Aster Aster novae-angliae #1/plug 50 Prairie Dropseed Sporobolus heterolepis #1/plug 50 Purple Coneflower Echinacea purpurea #1/plug 50 Swamp Milkweed Asclepis incarnata #1/plug 30 Switch Grass Panicum virgatum #1/plug 70 Tall White Beardtongue Penstemon digitalis #1/plug CAPE COD MEADOW MIX TO BE SEEDED common name scientific name Broom Sedge Andropogon virginicus Creeping Red Fescue Festuca rubra Crinkle Hair Grass Deschampsia flexuosa Fox Sedge Carex vulpinoidea Little Bluestem Schizachyrium scoparium Purple Lovegrass Eragrostis spectabilis Upland Bentgrass Agrostis perennans 2,765 SF OF DUNE RESTORATION. APPROXIMATELY 10 CUBIC YARDS OF COMPATIBLE SEDIMENT WILL BE ADDED WITHIN THE ERODED PORTION OF DUNE AS SHOW ON THE RESTORATION PLAN. THE SPECIES LISTED BELOW WILL BE PLANTED AT 18" ON CENTER DENSITIES WITHIN THE RESTORATION AREAS. THE PROPOSED ACTIONS WILL TAKE PLACE OUTSIDE OF ANY TIME OF YEAR RESTRICTIONS REQUIRED BY THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM (NHESP). count common name scientific name size 1,180 American Beachgrass Ammophila breviligulata plug/culm 50 Seaside Goldenrod Solidago sempervirens plug 1. APPROXIMATELY THREE GROWING SEASONS WILL BE REQUIRED TO CONTROL AND/OR ERADICATE INVASIVE PLANT SPECIES. AFTER THREE GROWING SEASONS, MONITORING AND MINIMAL MAINTENANCE WILL BE ONGOING. 2. HERBICIDES ARE TO BE APPLIED BY LICENSED INDIVIDUALS ONLY. 3. A TEMPORARY, AUTOMATED ABOVE-GROUND IRRIGATION SYSTEM WILL BE REQUIRED FOR THE FIRST TWO/THREE GROWING SEASONS WHILE NEW PLANTS ARE ESTABLISHING WITHIN THE LAWN CONVERSION AREA. ONCE PLANTS ARE ESTABLISHED IRRIGATION WILL BE REMOVED. 4. ALL RESTORATION PLANTINGS WILL INCORPORATE EXISTING NATIVE SPECIES UNLESS OTHERWISE SPECIFIED IN THE APPROVED DOCUMENTS. 5. ALL RESTORATION PLANTINGS WILL INCORPORATE EXISTING NATIVE SPECIES UNLESS OTHERWISE SPECIFIED IN THE APPROVED DOCUMENTS. 6. ANY DISCREPANCIES BETWEEN THE PLANTING SPECIFICATION AND THE PLAN, THE PLAN SHALL TAKE PRECEDENCE. 7.HAND-WEEDING AND SELECTIVE HERBICIDE TREATMENTS WILL BE REQUESTED AS AN ONGOING CONDITION TO STOP REINTRODUCTION OF INVASIVE AND AGGRESSIVE PLANT SPECIES INTO THE PROJECT AREA. 8. ALL EXPOSED SOILS WILL BE SEEDED WITH NATIVE CAPE COD MEADOW MIX UNLESS OTHERWISE SPECIFIED 00 30'60' N Scale: 1"= 30' RESTORATION PLAN 1 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 1:43:45 PMPROJECT INFORMATION & DATA 0-A0-000 06/05/23224010 TG BL A. MGL CHAPTER 140, SECTION 206: PUBLIC AND SEMIPUBLIC OUTDOOR INGROUND SWIMMING POOLS; ENCLOSURES; SAFETY EQUIPMENT; INSPECTION; VIOLATIONS; PENALTY SECTION 206.EVERY PUBLIC AND SEMIPUBLIC OUTDOOR INGROUND SWIMMING POOL SHALL BE ENCLOSED BY A FENCE SIX FEET IN HEIGHT AND FIRMLY SECURED AT GROUND LEVEL PROVIDED THAT ANY BOARD OR STOCKADE FENCE OR STRUCTURE SHALL BE AT LEAST FIVE FEET IN HEIGHT, BUT IF OVER FIVE FEET IN HEIGHT, THE FENCE SHALL BE CHAIN LINK. SUCH ENCLOSURE, INCLUDING GATES THEREIN, SHALL NOT BE LESS THAN SIX FEET ABOVE THE GROUND, AND ANY GATE SHALL BE SELF-LATCHING WITH LATCHES PLACED FOUR FEET ABOVE THE GROUND OR OTHERWISE MADE INACCESSIBLE FROM THE OUTSIDE TO CHILDREN UP TO EIGHT YEARS OF AGE. SUCH ENCLOSURE SHALL BE CONSTRUCTED OF SUCH MATERIAL AND MAINTAINED SO AS NOT TO PERMIT ANY OPENING IN SAID ENCLOSURE, OTHER THAN A GATE, WIDER THAN THREE INCHES AT ANY POINT ALONG THE ENCLOSURE. ANY SUCH POOL SHALL BE EQUIPPED WITH AT LEAST ONE LIFE RING AND A RESCUE HOOK. EVERY OUTDOOR INGROUND SWIMMING POOL OPEN TO THE PUBLIC, OTHER THAN A PUBLIC INGROUND SWIMMING POOL FED BY A SPRING OR STREAM SHALL BE DRAINED OR COVERED WITHIN SEVEN DAYS OF CLOSING. FOR THE PURPOSES OF THIS SECTION, ''SEMIPUBLIC OUTDOOR INGROUND POOL'' SHALL MEAN A SWIMMING OR WADING POOL ON THE PREMISES OF, OR USED IN CONNECTION WITH, A HOTEL, MOTEL, TRAILER COURT, APARTMENT HOUSE, COUNTRY CLUB, YOUTH CLUB, SCHOOL, CAMP, OR SIMILAR ESTABLISHMENT WHERE THE PRIMARY PURPOSE OF THE ESTABLISHMENT IS NOT THE OPERATION OF THE SWIMMING FACILITIES. SEMIPUBLIC OUTDOOR INGROUND SWIMMING POOL SHALL ALSO MEAN A POOL CONSTRUCTED AND MAINTAINED BY GROUPS FOR THE PURPOSES OF PROVIDING BATHING FACILITIES FOR MEMBERS AND GUESTS ONLY. EVERY PUBLIC AND SEMIPUBLIC OUTDOOR INGROUND SWIMMING POOL SHALL BE INSPECTED ANNUALLY BY THE INSPECTOR OF BUILDINGS OF EACH CITY AND TOWN IN WHICH SAID POOL IS LOCATED. ANY OWNER OR MANAGER OF SUCH PUBLIC OR SEMIPUBLIC POOL WHO FAILS TO COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE PUNISHED BY A FINE OF NOT MORE THAN ONE THOUSAND DOLLARS. A. THE BELOW NOTES ARE TYPICAL AND APPLICABLE TO ALL DESIGN-BUILD AND SPECIALIST PROJECT COMPONENTS FOR THIS PROJECT. BELOW IS A LIST OF THE MAIN DESIGN-BUILD AND SPECIALIST DESIGN SYSTEMS FOR THIS PROJECT: • WATERPROOFING SYSTEMS • STOREFRONTS • WATER FEATURES • POOL CABANAS • BAR PAVILION SHADE CANOPIES B. THE DETAILS PROVIDED IN THIS PACKAGE IS ONLY FOR DESIGN INTENT GUIDANCE. IT IS THE RESPONSIBILITY OF THE DESIGN-BUILD TEAM AND SPECIALISTS TO PROVIDE THE NECESSARY DETAILS TO MEET THE PROJECT, CODE, AND AUTHORITY HAVING JURISDICTION (AHJ) REQUIREMENTS. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE, CITY AND LOCAL CODES AND ORDINANCES AT THE PROJECT'S LOCATION. C. DESIGN-BUILD / SPECIALIST SYSTEMS SHALL COMPLY WITH THE GENERAL NOTES ON THE A0-SERIES SHEETS. D. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE DESIGN-BUILD / SPECIALIST MANUFACTURER TO PROVIDE THE APPROPRIATE SYSTEMS AND FIXATION PER SITE CONDITIONS. E. THESE DRAWINGS ONLY DEPICT THE DESIGN INTENT. IT IS THE RESPONSIBILITIES OF THE DESIGN-BUILD / SPECIALIST CONTRACTORS TO DESIGN, ENGINEER AND INTEGRATE ALL THE ABOVE GROUND COMPONENTS AND BUILDING SYSTEMS TO PROVIDE A WATERPROOF/WATER TIGHT BUILDING ENVELOPE. F. THE DESIGN-BUILD / SPECIALIST CONTRACTOR SHALL ENSURE THAT ALL EXTERIOR ENVELOPE FLASHING AT EXTERIOR WALL BASES; JOINTS; PARAPETS; WALL TO WALL, WALL TO ROOF; WALL TO FLOOR; OPENINGS; CANOPIES; ROOF COVERING SYSTEMS; SCREEN WALLS; ROOF DRAINAGE SYSTEM; GUTTERS; GUTTER EXPANSION JOINTS; SCUPPERS; OVERFLOWS; ALL THE BUILDING ENVELOPE PENETRATIONS AND OPENINGS; LOUVERS; JOINTS; VOIDS; GAPS; ETC. ARE WATERTIGHT WHERE APPLICABLE. G. MATERIALS AND INSTALLATION OF DESIGN-BUILD SYSTEMS SHALL COMPLY WITH THE MANUFACTURER'S STANDARDS, REQUIREMENTS AND RECOMMENDATIONS. H. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CROSS-COORDINATION AND INTEGRATION OF DESIGN-BUILD SYSTEM AND COMPONENTS WITH THE DESIGN INTENT OF THE BUILDING SYSTEMS AND COMPONENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO THOROUGHLY REVIEW AND CROSS-CHECK THE DRAWINGS WITH THE DESIGN-BUILD SYSTEM, AND INFORM THE ARCHITECT AND ENGINEERS IMMEDIATELY OF ANY DISCREPANCIES AND REQUEST FOR CLARIFICATION AND DESIGN SOLUTION PRIOR TO ORDERING OF MATERIAL AND INSTALLATION. I. THE GENERAL CONTRACTOR SHALL FIELD VERIFY AND CROSS-CHECK ALL EXISTING DIMENSIONS WITH DRAWINGS PRIOR TO COMMENCING WORK. ALL EXISTING DIMENSIONS ARE APPROXIMATE & FOR REFERENCE ONLY. EXISTING DIMENSIONS ARE REPRESENTED WITH (E) FOLLOWING THE AS-BUILT APPROXIMATE DIMENSION. J. DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION OR ORDER OF MATERIALS. ANY REVISIONS CHANGES, DEVIATIONS OR INCONSISTENCIES BETWEEN THE EXISTING CONDITIONS AND THESE DRAWINGS SHALL IMMEDIATELY BE REPORTED TO THE OWNER BEFORE CONSTRUCTION FOR CLARIFICATION AND INSTRUCTIONS. PROJECT ADDRESS: 1 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA 02664 ACCESSORS MAP: 19 PARCEL 20.1 ZONING: HMOD2 PARKING SUMMARY: REFER TO CIVIL DRAWINGS. PER ZONING BYLAW, SECTION 301.5 TABLE OF PARKING DEMAND • MINIMUM PARKING REQUIRED 176 SPACES (160 UNITS X 1.1 SPACES/UNIT) • PARKING PROVIDED 180 SPACES PER 521 CMR - ARCHITECTURAL ACCESS BOARD, SECTION 23.2 • MINIMUM ACCESSIBLE STALLS REQUIRED 6 SPACES (AT LEAST ONE (1) VAN ACCESSIBLE) • EXISTING ACCESSIBLE STALLS PROVIDED 5 SPACES + 1 VAN ACCESSIBLE SPACE EXISTING BUILDING DATA | FOR REFERENCE ONLY: • CONSTRUCTION TYPE | TYPE VB, PARTIALLY SPRINKLED • NUMBER OF STOREIS | TWO (2) STORIES • USE | HOTEL • OCCUPANCY GROUP | R-1 • GROSS AREA | +/- 117,000 SF [+/-105,400 SF (HOTEL) & +/-11,600 SF (COTTAGES)] FIRST FLOOR AREA | +/- 64,900 SECOND FLOOR AREA | +/- 52,100 PROPOSED PAVILION BAR DATA: • CONSTRUCTION TYPE | TYPE VB, NON-SPRINKLED • NUMBER OF STORIES | ONE (1) STORY • USE |BAR PAVILION / LOUNGE • OCCUPANCY GROUP |A-2 | ACCESSORY USE TO MAIN R-1 OCCUPANCY GROUP REFERENCE 780 CMR SECTION 507.1.1 ACCESSORY OCCUPANCIES PER HMOD 2 - YARMOUTH ZONING BYLAW (NOVEMBER 2, 2021), SECTION 404.2.13; THE PAVILION BAR / LOUNGE AREA IS AN ACCESSORY USES TO THE HOTEL • GROSS AREA | 2,780 SF REFERENCE 780 CMR SECTION 508.2.3 ALLOWABLE BUILDING AREA ACCESSORY OCCUPANCY AREA IS LESS THAN 10% OF THE FLOOR AREA OF THE STORY AREA PROJECT SITE CLIENT RED HOSPITALITY 444 MADISON AVENUE #14 NEW YORK, NY 10022 CONTACT: JILL LEKSTUTIS TELEPHONE: 516.459.4694 EMAIL: JLEKSTUTIS@REDHOSPITALITY.COM ARCHITECT WATG 601 WEST 5TH STREET #800 LOS ANGELES, CA 90071 CONTACT: GREG VILLEGAS TELEPHONE: 310.282.0626 EMAIL: GVILLEGAS@WATG.COM STRUCTURAL ENGINEER LABIB FUNK + ASSOCIATES 319 MAIN STREET EL SEGUNDO, CA 90245 CONTACT: RICHARD CHEN TELEPHONE: EMAIL: RICHARD.CHEN@LABIBFUNK.COM MECHANICAL | PLUMBING | ELECTRICAL ENGINEER EXP U.S. SERVICES 201 ALHAMBRA CIRCLE #800 MIAMI, FL 33134 CONTACT: CHRISTOPHER KEARNEY TELEPHONE: EMAIL: CHRISTOPHER.KEARNEY@EXP.COM LIGHTING DESIGN FIRST CIRCLE DESIGN 3187 AIRWAY AVENUE, BUILDING -C COSTA MESA, CA 92626 CONTACT: MATT LEVESQUE TELEPHONE: EMAIL: MATT@FIRSTCIRCLEDESIGN.COM CIVIL COASTAL ENGINEERING COMPANY 290 CRANBERRY HIGHWAY ORLEANS, MA 02653 CONTACT: JOHN BOLOGNA TELEPHONE: 508.255.6511 EMAIL: JBOLOGNA@COASTALENGINEERINGCOMPANY.COM LANDSCAPE DESIGN WATG 601 WEST 5TH STREET #800 LOS ANGELES, CA 90071 CONTACT: LANCE WALKER TELEPHONE: 310.282.0626 EMAIL: LWALKER@WATG.COM GEOTECHNICAL ENGINEER MCARDLE GANNON ASSOCIATES 300 OAK STREET, SUITE 460 PEMBROKE, MA 02359 CONTACT: WAYNE A. MCARDLE TELEPHONE: 781.826.0040 EMAIL: WMCARDLE@MCARDLEGANNON.COM INTERIOR DESIGN DESIGNER SUOMI DESIGN WORKS 1645 PARKER DRIVE ENGLEWOOD, FL 34223 CONTACT: MICHAEL SUOMI TELEPHONE: 212.457.9793 EMAIL: MICHAEL@SUOMIDESIGNWORKS.COM KITCHEN DESIGN TBD Street City State Zip Contact Tel Email THE OVERALL PROJECT SCOPE IS TO PROVIDE A REFERESH LOOK FINISH BY UPGRADING THE EXISTING OUTDOOR AREAS AND ACCESSIBLE GUESTROOMS TO ENHANCE THE GUEST EXPERIENCE. THE PROJECT SHALL INCLUDE THE SCOPE OF WORK DEFINED UNDER THE FOLLOWING COMPONENTS 1 - SITE • REPLACE AND RECONFIGURE THE EXISTING OUTDOOR POOL AND SPA AREA • LANDSCAPE UPGRADES TO THE POOL DECK FINISHES, WALKWAYS, AND LANDSCAPE SURROUNDING THE POOL AREA. • ENHANCE THE SITE APPROACH TO THE RESORT WITH UPGRADED LANDSCAPE FEATURES. • ENHANCE THE LANDSCAPE AT THE EXISTING PORTE COCHERE AREA. 2 - CONVINIENCE RESTROOMS + PUMP ROOM • PROVIDE NEW POOL EQUIPMENT ROOM SERVING THE NEW UPGRADED OUTDOOR POOL AND ASPA AREA. • ADD TWO (2) UNISEX CONVINIENCE RESTROOMS AND ONE (1) EXTERIOR SHOWER. • ALL RELATED STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL UPGRADES REQUIRED TO ALIGN WITH THE PROJECT UPGRADES. 3 - ACCESSIBLE GUESTROOMS • UPGRADE THE EXISTING ACCESSIBLE ROOMS AND PROVIDE ADDITIONAL ACCESSIBLE ROOMS TO MEE THE MINIMUM LOCAL CODE ACCESSIBILITY REQUIREMENTS. • ALL RELATED STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL UPGRADES REQUIRED TO ALIGN WITH THE PROJECT UPGRADES. 4 - BAR AND LOUNGE PAVILION • REPLACE THE EXISTING BAR TENT STRUCTURE WITH A STAND-ALONE PAVILION STRUCTURE. • ALL RELATED STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL UPGRADES REQUIRED TO ALIGN WITH THE PROJECT UPGRADES. APPLICABLE CODES • 780 CMR - MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION, BASE VOLUME • 780 CMR 34.00 - EXISTING BUILDING CODE OF MASSACHUSETTS • 521 CMR - ARCHITECTURAL ACCESS BOARD • 527 CMR 1.00 - MASSACHUSETTS COMPREHENSIVE FIRE SAFETY CODE • 527 CMR 12.00 - MASSACHUSETTS ELECTRICAL CODE • 2015 MECHANICAL CODE OF MASSACHUSETS • 2015 ENERGY CONSERVATION CODE OF THE COMMONWEALTH OF MASSACHUSETTS • 2013 MASSACHUSETS STANDARD FOR CHIMNEYS, FIREPLACES, VENTS, & SOLID FUEL-BURNING APPLIANCES • MASSACHUSETS GENERAL LAW (MGL) CHAPTER 140, SECTION 206 • CIVIL DESIGN AND SITE DEVELOPMENT • FIRE SUPPRESSION & SPRINKLER DESIGN • FIRE ALARM DESIGN • POOL CABANAS + BAR PAVILION TRELLIS CANOPY • SECURITY DESIGN • SIGNAGE DEFFERRED SUBMITTALS PROJECT DESCRIPTIONPROJECT DATADESIGN-BUILD NOTESAGENCY NOTES PROJECT DIRECTORY VICINITY MAPLOCATION MAP 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 18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"4 2 "HB4 2 "HB4 2 "HB4 2 "HB72"1 20"38"HB 38"HB W.H .64"80"80 "56"TSS S S S AP 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"CM6 4"64 "80"80"W.H .W .H.1 5"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"HB120"TELCOMM WALL34"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. S O U T H S H O R E D R IV E (P U B L IC W A Y ) THATCHER BEACH PARK PAWKANNAWKUT STREETN A N T U C K E T S O U N D B 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 E-08 01-04 01-04 01-04 E-08 E-08 01-05 E-06 01-06 01-08 TYP 01-08 01-08 01-07 01-07 01-07 01-06 01-06 01-06 32-11 32-12 E-24 32-02 32-03 32-12 V A N 32-02 32-14 32-14 32-14 E-29 E-29 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. MINIMUM 48-INCHES CLEAR WIDTH FOR ALL SIDEWALKS. 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 12:46:38 PMSITE ACCESSIBILITY PLAN 1-A0-001 1-ST 06/05/23224010 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 TO LANDSCAPE 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 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 REQUIREMENTS 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 REQUIREMENTS DRAWINGS. E-06 EXISTING ACCESSIBLE RAMP TO REMAIN U.N.O. REFER TO LANDSCAPE AND CIVIL DRAWINGS E-08 EXISTING ACCESSIBLE PARKING STALL AND STRIPING TO REMAIN U.N.O. REFER TO CIVIL DRAWINGS AND GENERAL ACCESSIBILITY REQUIREMENTS DRAWINGS E-24 EXISTING WALKWAY SURFACE SLOPES SHALL NOT EXCEED 2% IN ANY DIRECTION E-29 EXISTING ACCESSIBLE PARKING SIGNAGE TO REMAIN U.N.O. 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 DRAWINGS AND GENERAL ACCESSIBILITY REQUIREMENTS 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 IR(S)IR(S)IR(S)IR(S)IR(S)IR(S)IR(S)IR(S)M N (S)DH(S)IR(S)C B D H (FD ./H E LD )C B DH (FD)CBDH(FD.)C B D H (F D .)C B DH(FD)S O U T H S H O R E D R IV E THATCHER BEACH PARK GUESTROOM WINGS N.I.C.PAWKANNAWKUT STREET5 N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. B A R K E N T I N E C I R C L E BARKENTINE CIRCLEGUESTROOM WINGS5 PAVILION4 INDOOR POOL BLDG3 + /- 6 8 ' S1 6 ° 4 4 ' 3 6 "E+/-1 3 3 5 '+/- 368'+/- 443' +/- 370'+/- 66'+/- 93'+/- 144'+/- 64'PARKERS RIVER+/- 135'+/- 114'+/- 73'+/- 120'+/- 334'+/- 34'71.07' S10°50'21"EN 7 7 °2 6 '2 0 "E 1 4 .8 8 'L=56.44' R=300.90' Δ=10°44'51" CHB=N82°48'45"E CHD=56.36'32.00' S01°48'50"E L=50.44' R=268.90' Δ=10°44'51" CHB=S82°48'45"W CHD=50.37' 4 2 2 .0 9 'S 7 7 °2 6 '2 0 "W 1 2 9 .2 5 ' S 7 8 °3 2 '2 1 "W 77.99' S10°44'10"E52.07' S10°53'40"E46.41' S13°52'20"WR=25.00 ' L =39 .27' Δ =90 °00'00" C HB=S31°0 7'4 0"E C HD =35 .36' 2 6 3 .9 6 ' S 7 6 °0 7 '4 0 "E R =2 5 .0 0 ' L =3 7 .9 7 'Δ =8 7 °0 1 '0 7 " C H B =N 6 0 °2 1 '4 7 "E C H D =3 4 .4 2 'R=814.42' L=56.05' Δ=3°56'36" CHB=N14°52'55"E CHD=56.04' 2 0 .2 7 ' N 1 2 °5 4 '0 0 "E 1 6 .0 8 ' S 7 6 °0 7 '4 0 "E 2 3 .9 2 ' S 7 7 °0 6 '0 0 "E +/-3 9 0 ' S 7 7 °0 6 '0 0 "E +/-2 5 ' +/- 103'+/- 69'+/- 78'+/- 120'+/- 368'+/- 1 0 6 ' +/- 6 0 ' +/- 6 0 '+/- 2 0 '+/- 6 0 '+/- 2 1 '+/- 6 1 '+/- 61'+/- 60'+/ - 22'+/ - 39' 01-04 01-04 01-04 01-04 E-07 E-07 TYP E-07 E-17 TYP E-22 E-01 32-02 E-02 TYP E-03 TYP 32-04 TYP 32-04 E-05 E-08 E-08 E-08 32-06 32-05 TYP 32-07 32-08 32-0432-04 TYP 32-05 TYP E-04 E-05 32-04 E-05E-17 32-12 32-11 32-03 V A N 32-02 E-29 E-29 32-14 32-14 32-14 PROPERTY LINES NOT IN CONTRACT / NOT IN SCOPEN.I.C. LEGENDS X = KEY NUMBER Y = COMPONENT X Y ACCESSIBLE & VAN-ACCESSIBLE PARKING SIGNAGE. REFER TO CIVIL, LANDSCAPE, AND GENERAL ACCESSIBILITY DRAWINGS REQUIREMENTS. (E) ACCESSIBLE & VAN-ACCESSIBLE PARKING SIGNAGE. REFER TO CIVIL, LANDSCAPE, AND GENERAL ACCESSIBILITY DRAWINGS REQUIREMENTS. GENERAL NOTES A. DO NOT SCALE DRAWING. B. CONTRACTOR SHALL FIELD VERIFY AND CROSS CHECK ALL EXISTING DIMENSIONS WITH DRAWINGS PRIOR TO COMMENCING WORK. ALL EXISTING DIMENSIONS ARE APPROXIMATE & FOR REFERENCE ONLY. EXISTING DIMENSIONS ARE REPRESENTED WITH (E) FOLLOWING THE AS BUILT APPROXIMATE DIMENSION. C. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CROSS-CHECK THE DESIGN-BUILD AND MEP DRAWINGS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE ORDERING / INSTALLATION OF MECHANICAL, ELECTRICAL AND PLUMBING WORK. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND DESIGN-BUILD OR MEP DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS' ATTENTION FOR CLARIFICATION. D. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE, CITY AND LOCAL CODES AND ORDINANCES AT THE LOCATION OF THE PROJECT. E. CONTRACTOR TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS. COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKER AND PEDESTRIAN PROTECTION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO THE JOBSITE. WHERE DAMAGE OCCURS, REPAIR OR REPLACE OF DAMAGED AREA AND/OR MATERIAL IS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS. F. AS APPLICABLE, THE GENERAL CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO THE BUILDING(S). G. SHOULD ANY ASPHALTIC CONCRETE OR EXISTING PAVEMENT REQUIRE PATCHING ADJACENT TO THE BUILDINGS, IT SHALL BE OF THE SAME SECTION AND DRAINAGE PROFILE AS THE ADJACENT PAVED AREAS, WHERE OCCURS. H. THE PROJECT SHALL BE CONSTRUCTED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL. PROVIDE ACCESSIBLE COMPLIANT PATH OF TRAVEL AND WHERE NECESSARY TO PROVIDE ACCESS, INCLUDING PEDESTRIAN RAMPS, CURB RAMPS, ETC. PER CODE & LOCAL AHJ REQUIREMENTS. I. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. J. GENERAL CONTRACTOR SHALL VERIFY THAT ALL SITE ACCESSIBILITY COMPLY WITH CODE AND AHJ REQUIREMENTS REFERENCED ON THE GENERAL ACCESSIBILITY REQUIREMENTS & DETAILS SHEETS. K. CONCRETE WALKS SHALL RECEIVE EXPANSION JOINTS AT 30'-0" O.C. MAX. AND CONTROL JOINTS AT 5'-0" O.C BETWEEN EXPANSION JOINTS. UNLESS OTHERWISE NOTED. L. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. M. PROVIDE CLEAR AND LEVEL LANDING ON BOTH SIDES OF ALL EXTERIOR DOORS. SLOPE IN ANY DIRECTION SHALL NOT EXCEED 2% WITHIN 5 FEET OF THE DOOR. N. REFER TO CIVIL DRAWINGS FOR SITE GRADING, PAVING, STRIPING, DRAINAGE, ON- SITE UTILITIES, FIRE HYDRANTS, AND HORIZONTAL CONTROL DIMENSIONS. O. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING AND POWER DISTRIBUTION REQUIREMENTS. P. REFER TO LANDSCAPE DRAWINGS FOR PLANTING, IRRIGATION AND HARDSCAPE INFORMATION. Q. REFERENCE ELEVATION 0'-0" OR 100'-0" = ACTUAL ELEVATION PER CIVIL DRAWINGS. R. ALL SUBGRADE PREPARATION TO BE IN ACCORDANCE WITH THESE DRAWINGS AND GEOTECHNICAL REPORT. 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 12:46:40 PMOVERALL SITE PLAN 1-A1-001 1-ST 06/05/23224010 TG BL 1" = 50'-0"OVERALL SITE PLAN.1 KEYNOTES NO. DESCRIPTION 01-04 LOT LINE. REFER TO 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 32-04 SOFTSCAPE | LANDSCAPE PLANTING AREA. REFER TO LANDSCAPE DRAWINGS 32-05 HARDSCAPE | WALKWAYS. REFER TO LANDSCAPE DRAWINGS 32-06 POOL DECK AREA. REFER TO LANDSCAPE DRAWINGS 32-07 OUTDOOR POOL. REFER TO LANDSCAPE AND POOL & SPA DRAWINGS 32-08 OUTDOOR SPA. REFER TO LANDSCAPE AND POOL & SPA DRAWINGS 32-11 ACCESSIBLE RAMP. REFER TO LANDSCAPE AND CIVIL DRAWINGS 32-12 VAN 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 REQUIREMENTS 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 REQUIREMENTS DRAWINGS. E-01 EXISTING DRIVEWAY U.N.O. REFER TO CIVIL DRAWINGS E-02 EXISTING STANDARD PARKING STALL AND STRIPING U.N.O. REFER TO CIVIL DRAWINGS E-03 EXISTING CURBS TO REMAIN U.N.O. REFER TO CIVIL DRAWINGS E-04 EXISTING WALKWAY TO REMAIN U.N.O. REFER TO LANDSCAPE AND CIVIL DRAWINGS E-05 EXISTING LANDSCAPE / HARDSCAPE AREA TO REMAIN U.N.O. REFER TO LANDSCAPE AND CIVIL DRAWINGS E-07 EXISTING BUILDING / ENVELOPE TO REMAIN U.N.O. REFER TO ARCHITECTURAL PLANS E-08 EXISTING ACCESSIBLE PARKING STALL AND STRIPING TO REMAIN U.N.O. REFER TO CIVIL DRAWINGS AND GENERAL ACCESSIBILITY REQUIREMENTS DRAWINGS E-17 EXISTING SHINGLE ROOF E-22 EXISTING PORTE COCHERE CANOPY TO REMAIN E-29 EXISTING ACCESSIBLE PARKING SIGNAGE TO REMAIN U.N.O. 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 DRAWINGS AND GENERAL ACCESSIBILITY REQUIREMENTS 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 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 12:46:43 PMELEVATIONS 2-A3-002 2-HT 06/05/23224010 TG BL 1/8" = 1'-0"PV NORTH ELEVATION 1 1/8" = 1'-0"PV EAST ELEVATION 2 1 4-A0-002 2 4-A0-002 +/- 9'-7" (E) BLDG SECOND FFL +/- 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 +/- 0'-0" PAVILION FFL +/- 16'-3" PAVILION RIDGE +/- 0'-0" PAVILION FF +/- 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 12:46:47 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:ANCIENT LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD VENEER COLOR:WHITE LOCATION:BAR 03. NATURAL STONE VENEER COLOR:EARTHY BROWNS 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 5/31/2023 12:46:48 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 03 02 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:ANCIENT LOCATION:BAR AREA FLOOR FINISH 05. QUARTZ COLOR:WHITE LOCATION:BAR COUNTER 04. WOOD VENEER COLOR:WHITE LOCATION:BAR 03. NATURAL STONE VENEER COLOR:EARTHY BROWNS 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 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 10-02 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 07-03 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 GRID LINES PROPOSED FURNITURE LAYOUT REFER TO INTERIOR DESIGN DRAWINGS PROPOSED VANITY LIGHTING REFER TO INTERIOR DESIGN DRAWINGS NOT IN CONTRACT / NOT IN SCOPEN.I.C. LEGENDS 1 HR FIRE BARRIER REFER TO WALL TYPES 1.5 HR FIRE BARRIER REFER TO WALL TYPES 2 HR FIRE BARRIER REFER TO WALL TYPES 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 5/31/2023 12:46:50 PMFIRST FLOOR PLAN 4-A1-001 4-PV 06/05/23224010 Checker Author 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 STRUCTURAL DRAWINGS 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. 08-01 SERVICE ACCESS DOOR. REFER TO LANDSCAPE DRAWINGS 10-01 FIREPLACE CLADDED WITH STONE VENEER. REFER TO LANDSCAPE AND STRUCTURAL DRAWINGS 10-02 BAR AND COUNTER. REFER TO INTERIOR DESIGN AND KITCHEN DRAWINGS 10-03 BAR DRINKING RAIL / COUNTER. 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 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 OPEN TO BELOW 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 GRID LINES PROPOSED FURNITURE LAYOUT REFER TO INTERIOR DESIGN DRAWINGS PROPOSED VANITY LIGHTING REFER TO INTERIOR DESIGN DRAWINGS NOT IN CONTRACT / NOT IN SCOPEN.I.C. LEGENDS 1 HR FIRE BARRIER REFER TO WALL TYPES 1.5 HR FIRE BARRIER REFER TO WALL TYPES 2 HR FIRE BARRIER REFER TO WALL TYPES 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 5/31/2023 12:46:52 PMROOF PLAN 4-A1-011 4-PV 06/05/23224010 Checker Author 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 STRUCTURAL DRAWINGS 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 STONE 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 XL1TCXL1TCXL1TCXL1TCXP1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXDP2TCXDP2TCXDP2TCXDP2TCXDP2TCXDP2TCXDP2TCXDP2TCXL1TCXL1TCJJFFEFSWFFEFSWJJFFEFSWFFEFSWJJFFEFSWFFEFSWJJFFEFSWFFEFSWXP1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXL1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXL1TCXL1TCXP1TCXP1TCXL1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCOOOXZ2TCOOOXZ2TCOOOXZ2TCOOOOXZ2TCOOOOOOOOOOOOOOOOOOOOOOOOXZ2TCXZ2TCXZ2TCXZ2TCXZ2TCXZ2TCXZ2TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TC42"HB42"HB42"HB42"HB60"72" 18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"APPROX. LOCATIONOF SUBSURFACESEPTIC AREA (TYP.)5171810978107 13 2FPWOOD FLOATING DOCKM&SFREEZERICE BOXPORTE COCHERESHEDWOOD FLOATING DOCK3" 1 0 " 8 " 4 " 4 " 4 " 4 " 4 " 6 " 8 " 1 2 " 6 "M&SM&SM&SM&SM&S GRASSGRASSGRASSGRASSGRASSGRASSGRASSM&SM&SM&SM&SM&S M&S M&SM&SM&SCOBB. 3"3"GRASSGRASSM&S M&S M&SM&S M&SM&SCOASTA L DUNE COA S T A L D U N E COASTAL DUNECBDH(FD ) TIDAL FLAT/LAND UNDER OCEANRIP-RAP RIP- R A P SAND RIP-RAPRIP-RAPRIP-RAP1.44 MHW MLW ELEV. = -2.2(GRAPHICALLYSHOWN)1.44 MHW 100' COAS TA LBUFFER ZONE100' COAS TA LBUFFER ZONE100' COASTALBUFFER ZONE SHWRSHWRSHWRTUBTUBTUBTUBTUBXP10XP10XP10XP10XP10XP10XP10XL1TCXL1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXL1TCXL1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCXP1TCsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.1 S SHORE DR,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 06/05/23224010CheckerAuthor03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT3187 Airway Avenue Building CCosta Mesa, CA 92626949.681.0500www.firstcircledesign.com06/05/2023DESIGN REVIEW AUTHORITY -SUBMITTALSITE LIGHTING PLAN1-LT1-001 1" = 20'SITE LIGHTING PLAN1 XL1XL1XL1XL1XP1XL1XL1XL1XL1XL1XL1XL1XL1XL1XL1XL1XL1XL1XL1XL1XL1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XDP2XDP2XDP2XDP2XDP2XDP2XDP2XDP2XL1XL1JJFFEFFFEFJJFFEFFFEFJJFFEFFFEFJJFFEFFFEFXP1XL1XL1XL1XL1XL1XL1XL1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XL1XL1XP1XP1XL1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1OOOXZ2OOOXZ2OOOXZ2OOOOXZ2OOOOOOOOOOOOOOOOOOOOOOOOXZ2XZ2XZ2XZ2XZ2XZ2XZ2XP1XP1XP1XP1XP1XP1XP1XP1XP142"HB42"HB42"HB42"HB60"72" -0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"APPROX. LOCATIONOF SUBSURFACESEPTIC AREA (TYP.)78107 13 SOUTH SHORE DR IVEFPCOVEREDSTORAGE 1 0 " 4 " 4 " 4 " 4 " 4 " 6 " 8 " 1 2 " 6 " M&SM&SM&SM&SM&SM&S GRASSGRASSGRASSGRASSGRASSGRASSGRASSM&SM&S M&S COBB.M&SGRASSM&SM&S M&SM&SCOASTA L DUNE COA S T A L D U N E COASTAL DUNECBDH(FD ) RIP- R A P RIP-RAP RIP-RAPRIP-RAP 100' COAS TA LBUFFER ZONE100' COAS TA LBUFFER ZONE100' COASTALBUFFER ZONE SOUTH SHORE DR IVESHWRSHWRSHWRTUBTUBTUBTUB TUBXP10XP10XP10XP10XP10XP10XP10XL1XL1XP1XP1XP1XP1XP1XP1XL1XL1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP1XP10.10.20.30.30.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.10.20.40.40.10.10.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.30.40.30.91.00.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.10.10.30.30.10.10.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.31.11.10.30.30.20.30.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.10.20.30.30.10.20.30.30.10.10.20.20.10.10.10.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.11.01.00.20.20.20.30.20.20.20.20.20.20.20.20.20.20.20.20.20.20.10.30.40.20.20.30.30.30.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.20.30.30.30.30.30.20.20.20.20.20.20.10.20.10.10.20.10.10.10.20.40.40.30.40.41.41.10.40.40.30.30.30.10.20.20.20.30.30.30.10.10.20.20.30.30.30.10.10.10.20.30.30.30.10.10.20.20.20.30.30.10.10.20.30.30.30.30.10.20.40.40.30.30.20.10.20.30.30.30.30.20.10.10.10.20.20.20.20.10.10.10.10.20.20.20.81.70.10.12.10.51.50.10.10.00.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.10.40.00.00.00.00.00.00.00.00.00.00.00.00.50.20.00.00.00.00.00.00.00.00.00.00.00.00.00.21.20.20.70.90.00.11.20.10.21.20.10.11.10.20.31.10.11.00.50.41.20.10.61.10.10.61.00.10.10.10.20.10.20.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.20.50.20.00.00.00.00.00.00.00.00.40.60.40.40.10.00.00.00.00.00.00.00.00.10.10.40.50.20.00.00.00.00.00.00.00.00.00.10.00.00.20.10.00.00.00.00.00.00.00.00.00.00.00.50.40.10.00.00.10.50.50.10.00.00.00.00.00.00.00.00.80.70.30.00.00.10.50.30.10.00.00.00.00.00.00.00.00.00.60.70.30.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.60.60.40.20.10.00.00.00.20.10.10.20.20.00.00.00.00.00.00.00.00.70.40.20.60.60.20.00.20.60.50.20.50.50.20.00.00.00.00.00.00.00.00.00.40.10.00.30.30.00.00.10.40.20.00.20.40.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.10.40.10.00.10.30.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.60.40.00.10.50.50.20.00.00.00.00.00.00.00.00.00.30.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.40.40.20.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.10.40.50.20.00.00.10.60.50.10.00.00.00.00.00.00.00.00.00.00.40.70.40.10.20.10.40.20.00.10.30.10.00.00.00.00.00.00.00.00.20.50.20.50.50.30.00.00.00.30.50.50.10.00.00.00.00.00.00.00.00.20.00.10.30.50.10.00.00.00.00.20.20.00.00.00.00.00.00.00.30.50.40.00.10.10.40.50.10.00.00.00.00.00.00.00.00.00.00.00.20.50.20.00.00.20.50.50.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.20.30.50.20.00.00.00.00.00.00.00.00.00.00.00.00.20.60.50.50.50.30.00.00.50.50.20.00.00.00.00.00.00.00.00.20.20.10.20.00.00.10.40.40.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.20.00.00.00.00.00.00.00.00.00.00.20.60.60.10.00.00.00.00.00.00.00.00.00.30.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.60.40.00.00.00.00.00.00.00.00.00.20.60.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.40.60.30.00.00.00.00.00.00.00.00.00.30.50.10.00.00.00.00.00.00.00.00.10.00.20.40.20.00.00.00.00.00.00.30.60.30.10.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.20.00.00.00.00.00.00.00.00.10.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.20.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.60.40.30.30.20.20.20.20.20.20.20.20.10.50.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.41.10.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.81.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.21.00.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.60.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.51.20.90.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.80.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.10.00.60.30.10.80.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.80.20.00.90.20.10.60.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.60.10.00.10.10.21.20.60.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.20.30.10.10.41.60.90.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.51.11.01.20.10.20.31.11.30.70.40.40.50.40.60.40.20.10.30.60.50.40.40.30.60.50.51.00.61.10.40.30.83.63.43.52.71.53.14.03.21.30.33.43.23.42.41.43.33.53.21.90.20.41.30.10.10.00.10.40.00.71.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0GENERAL 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 ControlLIGHT 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 titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.dateissuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.1 S SHORE DR,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 06/05/23224010CheckerAuthor03/31/2023100% SCHEMATIC DESIGN04/14/2023DESIGN REVIEW AUTHORITY -DRAFT05/17/2023100% DESIGN DEVELOPMENT3187 Airway Avenue Building CCosta Mesa, CA 92626949.681.0500www.firstcircledesign.com06/05/2023DESIGN REVIEW AUTHORITY -SUBMITTALSITE LIGHTINGPHOTOMETRIC STUDYPLAN1-LT1-021 1" = 20'SITE LIGHTING PHOTOMETRIC STUDY PLAN1 200' BU FFE R ZONE ( RI VERF RONT ) 35' NO D I S T U R B Z O N E ( D U N E ) 50' BUFFER ZONE ( D U N E )30°60° 90° 12 0 °150°180°36.5ftMin Radius (Outer Wheel)20.604ftMin Radius(Inner Wheel)43.904ftMin Radius(Outer Body)19. 4 4 7 f t Max Kickout 1.634ft200' BUFF ER ZON E (R IVER FRON T) 35' NO DIS T U R B Z O N E ( D U N E ) 50' BUFFER Z O N E ( D U N E )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 1:52 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 JABREFERENCE DESIGN REVIEW SET (NOT FOR CONSTRUCTION) ENTERING 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) 35' NO DI S T U R B Z O N E ( D U N E ) 50' BUFFER ZON E ( D U N E )30°60° 90° 12 0 °150°180°36.5ftMin Radius (Outer Wheel)20.604ftMin Radius(Inner Wheel)43.904ftMin Radius(Outer Body)19. 4 4 7 f t Max Kickout 1.634ft 35' NO DI S T U R B Z O N E ( D U N E ) 50' BUFFER ZON E ( D U N E )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 1:52 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 JABREFERENCE DESIGN REVIEW SET (NOT FOR CONSTRUCTION) ENTERING 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)