HomeMy WebLinkAbout645 Rte 28 - 14 Appleby COMPLETE DRC PACKET 121125East Elevation
West Elevation -Appleby Road
North Elevation - Route 28
South Elevation - Parking Lot
PROPOSED GROUND FLOOR PLANSCALE: 3/32" = 1'-0"1-101KITCHEN1-102LIVING1-103BEDROOM1-104BATH101STAIR2-201KITCHEN2-102LIVING2-103BEDROOM2-104BATH2-105PATIO102STAIR1-001COMMERCIALSPACE2-001COMMERCIALSPACEUP 4-101KITCHEN4-102LIVING4-103BEDROOM4-104BATH4-105PATIO5-101KITCHEN5-102LIVING5-103BEDROOM5-104BATH5-105PATIOMECHW/D3-101KITCHEN3-102LIVING3-103BEDROOM3-104BATH3-105PATIONMAILBOXES
1BD TYPE2B UNIT750 SF1,021 SF985 SF1BDUNIT750 SF1BDUNIT750 SF1BDUNIT750 SF1BDUNIT750 SFUP100VESTIBULE103MAILROOM104SPRINKLER RM106CORIDOR000RETAILCOURTYARD000APARTMANTCOURTYARDDNDN1-105PATIOW/DW/DW/DW/DMECHMECHMECHMECH115'-0"25'-0"11'-10"13'-2"11'-10"13'-2"9'-2 3/4"30'-9 1/4"6'-9"16'-9"56'-3"73'-0"115'-0"9'-0"31'-0"13'-2"11'-10"13'-2"11'-10"13'-2"11'-10"6'-6"6'-0"33'-6"31'-6"71'-0"30'-11 1/4"29'-11 3/4"32'-5 3/4"29'-7"6'-0"DNDNDN
DNBOARD SUBMISSION10.31.20253/16" = 1'-0"DMCRWBPROPOSED GROUND FLOORA1.1DRAWING TITLE:DRAWING NUMBER:DRAWN BY:PRO-ECT:DRAWING SCALE:CHECKED BY:PRO-ECT NUMBER:ISSUE:DATE:25061COMMERCIAL MIXED-USEBAYBRIDGE REALTY LLC645 RT 28WEST YARMOUTH, MA 02673STAMP:1 3 2 C E N T R A L S T R E E T , S U I T E 2 0 3 , F O X B O R O U G H , M A 0 2 0 3 5
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PROPOSED SECOND FLOOR PLANSCALE: 3/32" = 1'-0"6-101KITCHEN6-102LIVING6-103BEDROOM6-104BATH6-105BALCONY7-201KITCHEN7-102LIVING7-103BEDROOM7-104BATH7-105BALCONY9-101KITCHEN9-102LIVING9-103BEDROOM9-104BATH9-105BALCONY10-101KITCHEN10-102LIVING10-103BEDROOM10-104BATH10-105BALCONY8-101KITCHEN8-102LIVING8-103BEDROOM8-104BATH8-105BALCONY204CORRIDOR11-102LIVING11-101KITCHEN11-107BALCONY11-104BEDROOM11-103BEDROOM11-106BATH11-105BATH1BDUNIT750 SF1BDUNIT750 SF1BDUNIT750 SF1BDUNIT750 SF1BDUNIT750 SF2BD UNIT1,250 SFDN
DN 201STAIR202STAIR203UTILITIES200STORAGE115'-0"25'-0"11'-10"13'-2"11'-10"13'-2"11'-9 5/8"16'-9"56'-3"73'-0"115'-0"9'-0"31'-0"13'-2"11'-10"13'-2"11'-10"13'-2"11'-10"6'-3"33'-6"20'-6"71'-3"11'-0"5'-0"11-108BALCONYMECHW/DMECHW/DMECHW/DW/DMECHW/DMECHW/DMECH7'-0"21'-2 3/8"BOARD SUBMISSION10.31.20253/16" = 1'-0"DMCRWBPROPOSED SECOND FLOORA1.2DRAWING TITLE:DRAWING NUMBER:DRAWN BY:PRO-ECT:DRAWING SCALE:CHECKED BY:PRO-ECT NUMBER:ISSUE:DATE:25061COMMERCIAL MIXED-USEBAYBRIDGE REALTY LLC645 RT 28WEST YARMOUTH, MA 02673STAMP:1 3 2 C E N T R A L S T R E E T , S U I T E 2 0 3 , F O X B O R O U G H , M A 0 2 0 3 5
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COMMERCIALBUSINESSCOMMERCIALBUSINESSGROUND FLOOR EL: 0'-0"NORTH ELEVATIONSCALE: 3/16" = 1'-0"SECOND FLOOR EL: 10'-1-3/4"PLATE HEIGHTEL: 9'-1-1/8"PLATEEL: 19'-2-7/8"ROOF (FROM GROUND FLOOR)EL: 32'-5"GUTTERS & DOWNSPOUTSAS REQUIRED30 YEAR ARCHITECTURALGRADE SHINGLES ASSELECTED BY OWNER8" CORNER BOARDS ASSELECTED BY OWNERCOMPOSITE SIDING,COLOR(S) AS SELECTED BYOWNERTHIN STONE VENEER ASSELECTED BY OWNERCABLE RAILING AS SELECTEDBY OWNERRESIDENCESAT645 MAINSOUTH ELEVATIONSCALE: 3/16" = 1'-0"GROUND FLOOR EL: 0'-0"PLATEEL: 19'-2-7/8"ROOF (FROM GROUND FLOOR)EL: 32'-5"GUTTERS & DOWNSPOUTSAS REQUIRED30 YEAR ARCHITECTURALGRADE SHINGLES ASSELECTED BY OWNER8" CORNER BOARDS ASSELECTED BY OWNERCOMPOSITE SIDING,COLOR(S) AS SELECTED BYOWNERSECOND FLOOR EL: 10'-1-3/4"PLATE HEIGHTEL: 9'-1-1/8"BOARD SUBMISSION10.31.20253/16" = 1'-0"DMCRWBBUILDING ELEVATIONSA2.0DRAWING TITLE:DRAWING NUMBER:DRAWN BY:PRO-ECT:DRAWING SCALE:CHEC.ED BY:PRO-ECT NUMBER:ISSUE:DATE:25061COMMERCIAL MIXED-USEBAYBRIDGE REALTY LLC645 RT 28WEST YARMOUTH, MA 02673STAMP:1 3 2 C E N T R A L S T R E E T , S U I T E 2 0 3 , F O X B O R O U G H , M A 0 2 0 3 5
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WEST ELEVATIONSCALE: 3/16" = 1'-0"GROUND FLOOR EL: 0'-0"SECOND FLOOR EL: 10'-1-3/4"PLATE HEIGHTEL: 9'-1-1/8"PLATEEL: 19'-2-7/8"ROOF (FROM GROUND FLOOR)EL: 32'-5"GUTTERS & DOWNSPOUTSAS REQUIRED30 YEAR ARCHITECTURALGRADE SHINGLES ASSELECTED BY OWNERCOMPOSITE SIDING,COLOR(S) AS SELECTED BYOWNERVINYL WINDOWSEAST ELEVATIONSCALE: 3/16" = 1'-0"GROUND FLOOR EL: 0'-0"SECOND FLOOR EL: 10'-1-3/4"PLATE HEIGHTEL: 9'-1-1/8"PLATEEL: 19'-2-7/8"ROOF (FROM GROUND FLOOR)EL: 32'-5"GUTTERS & DOWNSPOUTSAS REQUIRED30 YEAR ARCHITECTURALGRADE SHINGLES ASSELECTED BY OWNER8" CORNER BOARDS ASSELECTED BY OWNERCOMPOSITE SIDING,COLOR(S) AS SELECTED BYOWNERVINYL WINDOWSBOARD SUBMISSION10.31.20253/16" = 1'-0"DMCRWBBUILDING ELEVATIONSA2.1DRAWING TITLE:DRAWING NUMBER:DRAWN BY:PRO-ECT:DRAWING SCALE:CHEC.ED BY:PRO-ECT NUMBER:ISSUE:DATE:25061COMMERCIAL MIXED-USEBAYBRIDGE REALTY LLC645 RT 28WEST YARMOUTH, MA 02673STAMP:1 3 2 C E N T R A L S T R E E T , S U I T E 2 0 3 , F O X B O R O U G H , M A 0 2 0 3 5
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C0.0Cover PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.LOCUS MAP - Scale: 1"=300'No. Drawing Title Site Layout PlanExisting Conditions PlanC1.0C3.0Grading, Drainage and Erosion Control PlanC4.0Utility PlanC5.0Details PlanC6.0Cover SheetC0.0Legend and General NotesC2.0Turning Template PlanC3.1645 Main Street Engineer/Surveyor:Engineers and Land Surveyors1597 Falmouth Road, Centerville, MA 02632Phone - (508) 771-7502 Registered ProfessionalATTN : Matthew EddyBAXTER NYE ENGINEERING & SURVEYINGSite Construction PlansMixed-Use RedevelopmentProposed Site PlansProject Number: 2025-103Owner and Applicant:78 Tupper Road, Unit #10Bayridge Realty, LLCSandwich, MA 02563West Yarmouth, Massachusetts 02673 Details PlanC6.1Cultec Recharger 300XL HD Details PlanC6.2Sight Distance PlanC3.2Landscape PlanC3.3O:\2025\2025-103\CIVIL\PLOT\2025-103 CV.dwg, 12/2/2025 1:48:09 PM, jlavelle, DWG To PDF.pc3, 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673SHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.C1.0Existing ConditionsPlan······O:\2025\2025-103\CIVIL\PLOT\2025-103 EC.dwg, 11/17/2025 2:54:09 PM, jlavelle, DWG To PDF.pc3, 1:1
C2.0Legend and GeneralNotes PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. ·····O:\2025\2025-103\CIVIL\PLOT\2025-103 LG.dwg, 11/17/2025 3:02:23 PM, jlavelle, DWG To PDF.pc3, 1:1
C3.0Site Layout PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.O:\2025\2025-103\CIVIL\PLOT\2025-103 DM.dwg, 12/2/2025 2:10:25 PM, jlavelle, DWG To PDF.pc3, 1:1
C3.1Landscape PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.Plant LegendPLANTING NOTES :IRRIGATION NOTES: O:\2025\2025-103\CIVIL\PLOT\2025-103 LA.dwg, 12/2/2025 2:17:59 PM, jlavelle, DWG To PDF.pc3, 1:1
C3.2Sight Distance PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673SHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.O:\2025\2025-103\CIVIL\PLOT\2025-103 SD.dwg, 12/3/2025 8:43:38 AM, jlavelle, DWG To PDF.pc3, 1:1
C3.3Truck TurningTemplate PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673SHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.O:\2025\2025-103\CIVIL\PLOT\2025-103 TT.dwg, 12/2/2025 2:16:20 PM, jlavelle, DWG To PDF.pc3, 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.C4.0Grading, Drainage &Erosion Control Plan O:\2025\2025-103\CIVIL\PLOT\2025-103 GD.dwg, 12/3/2025 8:19:15 AM, jlavelle, DWG To PDF.pc3, 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.C5.0Utility PlanO:\2025\2025-103\CIVIL\PLOT\2025-103 UT.dwg, 12/3/2025 8:22:50 AM, jlavelle, DWG To PDF.pc3, 1:1
C6.0Details PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.O:\2025\2025-103\CIVIL\PLOT\2025-103 DT.dwg, 11/17/2025 3:08:36 PM, jlavelle, DWG To PDF.pc3, 1:1
C6.1Details PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.O:\2025\2025-103\CIVIL\PLOT\2025-103 DT.dwg, 11/17/2025 3:26:10 PM, jlavelle, DWG To PDF.pc3, 1:1
PAVEMENTPAVEMENT SUB-BASE95% COMPACTED FILL PIPE PERENGINEER DESIGN(MAX. INLET =24 INCHES)6" MIN DEPTHOF 1-2 INCHWASHED CRUSHEDSTONE ABOVEAND BELOWCHAMBERSCULTEC HVLV FC-24 FEED CONNECTORSHALL BE INSTALLED AT ALL STARTERUNITSCULTEC NO. 410 NON-WOVENGEOTEXTILE AROUND STONE.TOP AND SIDES ONLYMANDATORY.CULTEC RECHARGER 330XLHD HEAVY DUTY CHAMBER1-2 INCH WASHEDCRUSHED STONEBENEATH AND AROUNDCHAMBER BED7.5' [2.29 m] MIN.CULTEC NO. 4800 WOVEN GEOTEXTILE BENEATH FEED CONNECTORS10.0' [3.0 m] MIN.CULTEC NO. 4800 WOVEN GEOTEXTILE BENEATH INLET PIPESCULTEC RECHARGER 300HD HEAVY DUTY TYPICAL INTERLOCKHIDDEN ENDHIDDEN ENDEND OF RUNMODEL 300HDMODEL 300HD END CAP CULTEC HVLV FC-24FEED CONNECTORMODEL 300HD END CAP MODEL 300HDMODEL 300HDBEGINNING OF RUNTRIM CUT-OUT TO UTILIZEINTERNAL MANIFOLD FEATURECULTEC UNIVERSAL INSPECTION PORT KIT DETAILFINAL ASSEMBLYCULTEC 12" [300mm] CAST IRON SQUARE BASIN COVER[PART #1299CGC - SOLID][PART #1299CGS - SLOTTED]CULTEC 12" [300mm] PVC UNIVERSAL INLINE DRAIN BODY[PART #2712AGSB]PVC RISER PIPE CUT TO LENGTH BASEDON SYSTEM DEPTH. PIPE SHALL BEINSERTED INTO PVC BELL END.PVC RISER PIPE MAY BE 6" [150 mm],8" [200 mm] OR 10" [250 mm] DIAMETER[PART NOT PROVIDED BY CULTEC]PVC BELL END INSERTED6" [150mm] INTO CHAMBER[PART NOT PROVIDED BY CULTEC]DUCTILE IRONN Y L O P L A S TDO NOT POLLUTE DRAINS TO WATERWAYSCULTEC CHAMBERSOLID COVER OPTIONSLOTTED COVER OPTIONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSDUCTILE IRON13.6" [346 mm]13.6" [346 mm]HINGE FOR EASY ACCESSCAST IRON FRAMESOLID CAST IRON COVERSLOTTED CAST IRON COVER.TOTAL OPEN AREA = 60.62 IN2 [645.16mm]PVC BODY PLAN VIEWPVC BODY ELEVATION VIEWHINGE FOR EASY ACCESSCAST IRON FRAME12.5" [317 mm]11.0" [279 mm]3.2" [81 mm]11.0" [279 mm]STANDARD OPENING FOR6" [150 mm] PVC RISER PIPEPVC BODY CAN BE TRIMMED IN FIELDTO ACCOMMODATE 8" [200 mm] AND10" [250 mm] SDR-35 RISER PIPE SIZESCULTEC INSPECTION PORT - ZOOM DETAILPVC PIPE. BELL END CUT AND INSERTED6.0" [150mm] INTO CHAMBER6" [150mm], 8" [200mm], OR 10" [250mm] SDR-35 RISER(LENGTH VARIES BASED ON SYSTEM DEPTH)12" PVC UNIVERSAL INLINE DRAIN BODY CAN BE TRIMMED TOACCOMMODATE 6" [150mm], 8" [200mm] AND10" [250mm] SDR-35 PVC PIPEAASHTO HS-20 RATED CAST IRONFRAME AND COVERCOMPACTED GRANULAR BACKFILL. THE BACKFILLMATERIAL SHALL MEET THE REQUIREMENTS OF CLASSI, II, OR III MATERIALS AS DEFINED BY ASTM D2321HOLE TO BE CUT w/ HOLE SAW CENTEREDON CORRUGATION CREST. 6.25" [160mm],8.50" [220mm], OR 10.75" [275mm]CONCRETE COLLAR/ASPHALT OVERLAY NOTREQUIRED FOR NON-TRAFFIC APPLICATIONSFIELD PLACED CLASS "C" CONCRETE COLLAR.CONCRETE COLLAR CAN RECEIVE ASPHALTOVERLAY IF DESIREDCULTEC 12" PVC UNIVERSAL INLINE DRAIN BODY*THE TYPICAL INVERT TABLE ABOVE IS BASED ON THE INSIDE DIAMETER OF STANDARD CORRUGATED PLASTIC PIPE. THEHEAVY DUTY END CAP HAS PRE-MARKED TRIM LINES FOR PIPE DIAMETERS 6" (150mm), 8" (200mm), 10" (250mm), 12" (300mm),15" (375mm), 18" (450mm) AND 24" (600mm). PIPES OF ANY SIZE AND MATERIAL UP TO 24" (600mm) MAY BE PLACED AT CUSTOMLOCATIONS AND CUSTOM INVERTS. THE CROWN OF THE PIPE MUST REMAIN A MINIMUM OF 3" (75mm) FROM THE EDGE OFTHE HEAVY DUTY END CAP.BAPIPEAB6" [150 mm]18.50" [470 mm]0.50" [13 mm]8" [200 mm]16.50" [420 mm]0.75" [20 mm]10" [250 mm]14.50" [369 mm]1.00" [26 mm]12" [300 mm]12.50" [318 mm]1.25" [32 mm]15" [375 mm]9.00" [229 mm]1.50" [39 mm]18" [450 mm]5.00" [127 mm]1.75" [45 mm]24" [600 mm]N/A2.50" [64 mm]CULTEC RECHARGER 300HD TYPICAL PIPE INVERTSFIGURE 1ZOOM OF SIDE PORTAL SHOWING MAX. PIPE O.D.MAX. PIPE:10" [250mm] HDPE12" [300mm] PVCINLET STRUCTURE(IF APPLICABLE)24.0" [600mm] MIN.SUMP RECOMMENDEDCULTEC NON-WOVEN GEOTEXTILE AROUND STONE.TOP AND SIDES MANDATORY, BOTTOM PERENGINEER'S DESIGN PREFERENCE.CULTEC SEPARATOR ROW - CULTEC INSPECTION PORT DETAIL (IF APPLICABLE)INLET/OUTLET PIPE PER ENGINEER DESIGN.PIPE TO BE INSERTED 12.0" [300mm] MIN. INTO CHAMBERMAXIMUM PIPE SIZE:24" [600mm] HDPETRAFFIC RATEDCULTEC INSPECTION PORT(SEE DETAIL)PAVEMENTOR FINISHED GRADE1-2 INCH [25-50mm] WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSTHE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIREDBEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN METTYPICAL CULTEC SEPARATOR ROW TO BE COVEREDWITH CULTEC NON-WOVEN GEOTEXTILE1 LAYER OF CULTEC WOVEN GEOTEXTILETO BE PLACED BENEATH ENTIRE SEPARATOR ROWMIN. 95% COMPACTED FILLOR GRANULAR SUB-BASENOTES:1.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTICCORRUGATED WALL STORMWATER COLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE:1.a.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER1.b.MAXIMUM PERMANENT (50-YEAR) COVER LOAD1.c.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD2.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATERCOLLECTION CHAMBERS"3.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGNSPECIFICATIONS SECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THECHAMBERS SHALL INCLUDE THE FOLLOWING:3.a.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F24183.b.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.753.c.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95CULTEC RECHARGER 300HD HEAVY DUTY THREE VIEW12' [3.66m] MAX.COVER DEPTH51.0" [1295mm]57.0" [1448mm] MIN.CENTER TO CENTER12.0" [305mm] MIN.6.0" [152mm] MIN.THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THEREQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAVE BEEN METNOTES:1.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATERCOLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE:1.a.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER1.b.MAXIMUM PERMANENT (50-YEAR) COVER LOAD1.c.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD2.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"3.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLEDACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING:3.a.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F24183.b.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.753.c.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.9530.0" [762mm]6.0" [152mm] MIN.12.0" [305mm] MIN. FOR FLEXIBLE PAVEMENT12.0" [305mm] MIN. FOR RIGID PAVEMENT18.0" [457mm] MIN. FOR UNPAVED(REDUCE TO 12.0" [305mm] FORNON-TRAFFIC APPLICATION)MIN. 95% COMPACTED FILLFINISHED GRADE1-2 INCH [25-50mm] WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSCULTEC NON-WOVEN GEOTEXTILE AROUND STONE.TOP AND SIDES MANDATORY, BOTTOM PERENGINEER'S DESIGN PREFERENCE.CULTEC WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLDFEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)CULTEC RECHARGER 300HDIN SEPARATOR ROW CONFIGURATION(IF APPLICABLE)CULTEC RECHARGER 300HD HEAVY DUTY CROSS SECTIONCULTEC HVLV FC-24 FEED CONNECTORWHERE SPECIFIEDCULTEC RECHARGER 300HDHEAVY DUTY END CAP THREE VIEWCULTEC HVLV FC-24FEED CONNECTOR THREE VIEW12.0" [305mm]24.2" [614mm]CULTEC FC-2416.0" [406mm]GENERAL NOTESCULTEC AFAB-HPF™ WOVEN GEOTEXTILECULTEC AFAB-HPF WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TOPREVENT SCOURING CAUSED BY WATER MOVEMENT WITHIN THE CULTECCHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE.IT MAY ALSO BE USED AS A COMPONENT OF THE CULTEC SEPARATOR ROW TO ACTAS A BARRIER TO PREVENT SOIL/CONTAMINANT INTRUSION INTO THE STONEWHILE ALLOWING FOR MAINTENANCE AND TSS REMOVAL.GEOTEXTILE PARAMETERS1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, OF BROOKFIELD, CT.(203-775-4416 OR 1-800-428-5832)2.THE GEOTEXTILE SHALL BE BLACK AND WHITE IN APPEARANCE.3.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 320 X 320 LBS (1,420X 1,420 N) PER ASTM D4632 TESTING METHOD.4.THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 15 X15% PER ASTM D4632 TESTING METHOD.5.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 3,563X 3,563 LBS/FT (52 X 52 KN/M) PER ASTM D4595 TESTING METHOD.6.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,500 LBS(6,670 N) PER ASTM D6241 TESTING METHOD.7.THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 120 X120 LBS (540 X 540 N) PER ASTM D4533 TESTING METHOD.8.THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 30 US STD.SIEVE (0.60 MM) PER ASTM D4751 TESTING METHOD.9.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.2 SEC-1 PERASTM D4491 TESTING METHOD.10.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 22 GPM/FT2 (900LPM/M2) PER ASTM D4491 TESTING METHOD.11.THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 70% @ 500 HRS. PERASTM D4355 TESTING METHOD.CULTEC NO. 410™ NON-WOVEN GEOTEXTILECULTEC NO. 410™ NON-WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR®AND RECHARGER® STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTSSOIL INTRUSION INTO THE STONE.GEOTEXTILE PARAMETERS1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, OF BROOKFIELD, CT.(203-775-4416 OR 1-800-428-5832)2.THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.3.THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M).4.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PERASTM D4632 TESTING METHOD.5.THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTMD4632 TESTING METHOD.6.THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PERASTM D3786 TESTING METHOD.7.THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PERASTM D4833 TESTING METHOD.8.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTMD6241 TESTING METHOD.9.THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTMD4533 TESTING METHOD.10.THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTMD4751 TESTING METHOD.11.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491TESTING METHOD.12.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500L/MIN/SM) PER ASTM D4491 TESTING METHOD.13.THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTMD4355 TESTING METHOD.CULTEC HVLV FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONSGENERALCULTEC HVLV FC-24 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNALMANIFOLD FOR CULTEC RECHARGER MODEL 300HD STORMWATER CHAMBERS.CHAMBER PARAMETERS1.THE CHAMBERS SHALL BE MANUFACTURED IN THE U.S.A. BY CULTEC, OF BROOKFIELD,CT. (203-775-4416 OR 1-800-428-5832)2.THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHTHIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUEEXTERIOR.3.THE CHAMBER SHALL BE ARCHED IN SHAPE.4.THE CHAMBER SHALL BE OPEN-BOTTOMED.5.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTORSHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614mm) LONG.6.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR SHALL BE0.913 FT³ / FT (0.085 m³ / m) - WITHOUT STONE.7.THE HVLV FC-24 FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGATIONS.8.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVINGTWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE ENDWALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE CULTEC RECHARGERSTORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING ANINTERNAL MANIFOLD.9.THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLEDACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY.CULTEC RECHARGER® 300HD SPECIFICATIONSGENERALCULTEC RECHARGER® 300HD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATERMANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION ORCONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF.CHAMBER PARAMETERS1.THE CHAMBERS SHALL BE MANUFACTURED IN THE U.S.A. BY CULTEC, OF BROOKFIELD,CT (CULTEC.COM, 203-775-4416).2.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATEDWALL STORMWATER COLLECTION CHAMBERS". THE LOAD CONFIGURATION SHALLINCLUDE:A.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVERB.MAXIMUM PERMANENT (50-YEAR) COVER LOADC.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD3.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418 "STANDARDSPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATERCOLLECTION CHAMBERS".4.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS ANDLOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONSSECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDEDINSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALLINCLUDE THE FOLLOWING:A.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F2418B.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75C.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.955.THE INSTALLED CHAMBER SYSTEM SHALL BE STRUCTURALLY DESIGNED TO PROVIDERESISTANCE TO LIVE LOADS AS DEFINED BY THE AASHTO H-20/HL-93 SPECIFICATIONWHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATIONINSTRUCTIONS.6.THE CHAMBER SHALL BE INJECTION MOLDED OF BLUE VIRGIN IMPACT-MODIFIEDPOLYPROPYLENE.7.THE CHAMBER SHALL BE ARCHED IN SHAPE.8.THE CHAMBER SHALL BE OPEN-BOTTOMED.9.THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD.CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATECOUPLINGS.10.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER® 300HD SHALL BE30 INCHES (762 MM) TALL, 51 INCHES (1295 MM) WIDE AND 90.5 INCHES (2299 MM)LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER® 300HD SHALL BE 7.08 FEET(2.159 M).11.MULTIPLE CHAMBERS MAY BE CONNECTED TO FORM DIFFERENT LENGTH ROWS. EACHROW SHALL BEGIN AND END WITH A SEPARATELY FORMED CULTEC RECHARGER® 300HDEND CAP. MAXIMUM INLET OPENING ON THE END CAP IS 24 INCHES (600 MM) HDPE.12.THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV™ FC-24 FEEDCONNECTORS TO CREATE AN INTERNAL MANIFOLD. MAXIMUM ALLOWABLE PIPE SIZE INTHE SIDE PORTAL IS 10 INCHES (250 MM) HDPE AND 12 INCHES (300 MM) PVC.13.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV™ FC-24 FEED CONNECTORSHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 24.2 INCHES (615MM) LONG.14.THE NOMINAL STORAGE VOLUME OF THE RECHARGER® 300HD CHAMBER SHALL BE 6.53FT³ / FT (.607 M³ / M) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINEDRECHARGER® 300HD SHALL BE 46.27 FT³ / UNIT (1.310 M³ / UNIT) - WITHOUT STONE.15.THE RECHARGER 300HD CHAMBER SHALL HAVE 14 CORRUGATIONS.16.THE CHAMBER SHALL BE CAPABLE OF ACCEPTING A 6 INCH (150 MM) INSPECTION PORTOPENING AT THE TOP CENTER OF EACH CHAMBER, CENTERED ON THE CORRUGATIONCREST.17.THE CHAMBER SHALL BE MANUFACTURED IN A FACILITY EMPLOYING CULTEC'S QUALITYCONTROL AND ASSURANCE PROCEDURES.18.MAXIMUM ALLOWABLE COVER OVER THE TOP OF THE CHAMBER SHALL BE 12.0 FEET(3.66 M).END CAP PARAMETERS1.THE CULTEC RECHARGER® 300HD END CAP (REFERRED TO AS 'END CAP') SHALL BEMANUFACTURED IN THE U.S.A. BY CULTEC, OF BROOKFIELD, CT (CULTEC.COM,203-775-4416).2.THE END CAP SHALL BE INJECTION MOLDED OF BLUE VIRGIN IMPACT-MODIFIEDPOLYETHYLENE COPOLYMERS.3.THE END CAP SHALL BE ARCHED IN SHAPE.4.THE END CAP SHALL BE JOINED AT THE BEGINNING AND END OF EACH ROW OFCHAMBERS USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUSTBE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS.5.THE NOMINAL DIMENSIONS OF THE END CAP SHALL BE 29.3 INCHES (744 MM) TALL, 45.9INCHES (1166 MM) WIDE AND 12.2 INCHES (310 MM) LONG. WHEN JOINED WITH ARECHARGER 300HD CHAMBER, THE INSTALLED LENGTH OF THE END CAP SHALL BE 9.6INCHES (244 MM).THE NOMINAL STORAGE VOLUME OF THE END CAP SHALL BE 3.32 FT3 /FT (0.31 M3 / M) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF ANINTERLOCKED END CAP SHALL BE 2.66 FT3 / UNIT (0.08 M3 / UNIT) - WITHOUT STONE.6.MAXIMUM INLET OPENING ON THE END CAP IS 24 INCHES (600 MM) HDPE.7.THE CHAMBER SHALL BE MANUFACTURED IN A FACILITY EMPLOYING CULTEC'S QUALITYCONTROL AND ASSURANCE PROCEDURES.8.THE END CAP SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS ASDEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12.C6.2Cultec 300RechargersDetails PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Mixed-UseRedevelopment Project645 Main Street (Route 28)West Yarmouth, MA 02673FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2025, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED.O:\2025\2025-103\CIVIL\PLOT\2025-103 Cultec 300 DT.dwg, 11/17/2025 4:03:29 PM, jlavelle, DWG To PDF.pc3, 1:1