HomeMy WebLinkAboutAP-2023-024 Bayridge Realty LLCC0.0Cover SheetLocus Map Scale 1" = 1000'Job Number: 2021-040Centerville, Massachusetts Engineer/Surveyor:BAXTER NYE ENGINEERING & SURVEYINGRegistered Professional Engineers and Land Surveyors1597 Falmouth RoadCenterville, MA 02632Phone (508) 771-7502 Fax (508) 771-7622ATTN: Matthew Eddy, P.E.Applicant:Owner:Multifamily At 900 Old StageSite Construction PlansBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563508-534-9768No. Drawing Title Plan Sheet IndexLegend and General NotesCover SheetC0.0C1.0Master Layout Plan Utility Plan C5.0C3.0Site Layout PlanC3.1C6.0Landscape PlanBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563508-534-9768Existing Conditions PlanC2.0C3.2Truck Turning Template PlanGrading & Drainage Plan C4.0 Septic System Profile & DetailsC5.2C7.0Details PlanC7.1Details PlanSeptic Plan C5.1C5.3Driveway Profile Septic DetailsC5.4SWM Enlargement and DetailsC4.1Cultec DetailsC4.2 Septic Details & NotesC5.5Approval Not Required Subdivision of LandANR1.0C3.3Sight Distance PlanO:\2021\2021-040\CIVIL\PLOT\2021-040 CV.dwg, 8/25/2023 8:56:01 AM, jlavelle, DWG To PDF.pc3, ARCH full bleed D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC1.0Legend &General Notes ······O:\2021\2021-040\CIVIL\PLOT\2021-040 LG.dwg, 8/25/2023 10:09:25 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYE
ENGINEERING &
SURVEYING
Bayridge Realty, LLC
76 Tupper Road, Unit #10
Sandwich, MA 02563
Proposed Housing
900 Old Stage Road
Centerville, MA 02632
FOR PERMIT ONLY - NOT FOR CONSTRUCTION
SHEET TITLE
DATE:
CHECKED BY:
JOB NO:
DRAWN BY:
DESCRIPTIONDATE
PREPARED FOR:
PROJECT TITLE
SHEET NO
SCALE:
STAMP
CONSULTANT
FILE:
CONSULTANT
STAMP
COPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED
C3.0
Master Plan
O:\2021\2021-040\CIVIL\PLOT\2021-040 DM Master.dwg, 8/29/2023 10:56:08 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (36.00 x 24.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC3.1Site Layout PlanO:\2021\2021-040\CIVIL\PLOT\2021-040 DM.dwg, 8/28/2023 10:18:38 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC3.2Truck TurningTemplate PlanO:\2021\2021-040\CIVIL\PLOT\2021-040 TT.dwg, 8/28/2023 4:20:41 PM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYE
ENGINEERING &
SURVEYING
Bayridge Realty, LLC
76 Tupper Road, Unit #10
Sandwich, MA 02563
Proposed Housing
900 Old Stage Road
Centerville, MA 02632
FOR PERMIT ONLY - NOT FOR CONSTRUCTION
SHEET TITLE
DATE:
CHECKED BY:
JOB NO:
DRAWN BY:
DESCRIPTIONDATE
PREPARED FOR:
PROJECT TITLE
SHEET NO
SCALE:
STAMP
CONSULTANT
FILE:
CONSULTANT
STAMP
COPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED
C3.3
Sight DIstance Plan
O:\2021\2021-040\CIVIL\PLOT\2021-040 SIGHT.dwg, 8/29/2023 11:26:59 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (36.00 x 24.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC4.0Grading &Drainage Plan O:\2021\2021-040\CIVIL\PLOT\2021-040 GD.dwg, 9/7/2023 9:28:15 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC4.1SWM Enlargement& Drainage DetailsO:\2021\2021-040\CIVIL\PLOT\2021-040 GD ENLARGE.dwg, 8/28/2023 4:19:29 PM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
10.0" [254 mm] MIN.6.0" [152 mm] MIN.30.5" [775 mm]6.0" [152 mm] MIN.16.0" [406 mm]MIN.12' [3658 mm]MAX.58.0" [1473 mm]52.0" [1321 mm]12.0" [305 mm] TYP.ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKEDWITH A COLOR STRIPE FORMED INTO THE PART ALONG THELENGTH OF THE CHAMBER.ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED INACCORDANCE WITH ALL APPLICABLE LOCAL, STATE ANDFEDERAL REGULATIONS.GENERAL NOTESRECHARGER 330XL HD BY CULTEC, INC. OF BROOKFIELD, CT.STORAGE PROVIDED = 11.32 CF/FT PER DESIGN UNIT.REFER TO CULTEC, INC.'S CURRENT RECOMMENDEDINSTALLATION GUIDELINES.USE RECHARGER 330XL HD HEAVY DUTY FOR TRAFFIC AND/ORH-25 APPLICATIONS.95% COMPACTED FILLFINISHEDGRADERECHARGER 330 XL HDHEAVY DUTY CHAMBERHVLV FC-24 FEED CONNECTORSHALL BE INSTALLED AT ALL STARTER UNITS1-2 INCH DIAWASHEDCRUSHEDSTONECULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP AND SIDES ONLY,MANDATORY.CULTEC NO. 4800 WOVEN GEOTEXTILE (FOR SCOUR PROTECTION) SHALLBE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALLINLET PIPESDESIGN ENGINEER RESPONSIBLE FOR ENSURING THEREQUIRED BEARING CAPACITY OF SUB-GRADE SOILS (TYP.)CULTEC NO. 66 WOVEN GEOTEXTILE (FORSCOUR PROTECTION) SHALL BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE ANDBENEATH ALL INLET PIPESSMALL RIBLARGE RIB102.0" [2591 mm]INSTALLED LENGTH = 84.0" [2135 mm]52.0" [1321 mm]30.5" [775 mm]14" [356 mm]52.0" [1321 mm]34.5" [876 mm]10.5" [267 mm]12.0" [305 mm]MODEL 330XL RHD STAND ALONEMODEL 330XL SHD STARTERLARGE RIBSMALL RIBLARGE RIBSMALL RIBMODEL 330XL IHD INTERMEDIATEMODEL 330XL EHD ENDLARGE RIBSMALL RIBLARGE RIBSMALL RIBCULTEC RECHARGER 330XL HD CHAMBER STORAGE = 7.459 CF/FT [0.693 m3/m]INSTALLED LENGTH ADJUSTMENT = 1.5' [0.46 m]ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLOREDSTRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER.SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR.MODEL 330 XL IHD INTERMEDIATEUNITS ARE USED AS MIDDLESECTIONS TO EXTEND THELENGTH OF A LINE.MODEL 330 XL EHD END UNITSARE USED TO END THE LENGTHOF A LINE.MODEL 330 XL SHD STARTERUNITS ARE USEDTO BEGIN A LINE.MODEL 330 XL RHD STARTERUNITS ARE USED AS SINGLESTAND ALONE SECTIONS.MODEL EHDMODEL SHDMODEL IHDMODEL RHDSMALL RIBEND DETAILLARGE RIBEND DETAILINLETSTRUCTURECULTEC RECHARGER330XL HD CHAMBERHVLV FC-24FEED CONNECTOR PIPEPER ENGINEER DESIGN(MAX. INLET = 24 INCHES)CULTEC RECHARGER330XL HD CHAMBERHVLV FC-24FEED CONNECTORINLETSTRUCTUREPIPEPER ENGINEER DESIGN(MAX. INLET = 10 INCHES)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 ANDAROUND CHAMBERBED7.5' [2.29 m] MIN.CULTEC NO. 4800 WOVEN GEOTEXTILE BENEATH FEED CONNECTORS10.0' [3.0 m] MIN.CULTEC NO. 4800 WOVEN GEOTEXTILE BENEATH INLET PIPES10.0" [254 mm] MIN.12.0" [305 mm](TYP.)16.0" [406 mm]MIN.12' [3658 mm]MAX.30.5" [775 mm]6.0" [152 mm] MIN.6.0" [152 mm] MIN.CULTEC RECHARGER 330XL HDHEAVY DUTY CHAMBERPAVEMENTMINIMUM 95%COMPACTED FILLCULTEC NO. 4800 WOVEN GEOTEXTILE (FORSCOUR PROTECTION) SHALL BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE ANDBENEATH ALL INLET PIPESCULTEC NO. 410 NON-WOVENGEOTEXTILE AROUND STONE.TOP AND SIDESONLY,MANDATORY.PIPE DESIGN AND ELEVATION TBD BYENGINEER, SEE PLANS FOR PIPEINVERTS AND SIZES. PIPE TO BEINSERTED 8.0" [203 mm] MIN. INTOSTRUCTURE AND 8.0" [203 mm] MIN.INTO CHAMBER1-2 INCH [25-51 mm] WASHED,CRUSHED STONE SURROUNDINGCHAMBERSSIDE PORTAL TO BE CUT IN FIELD TOALLOW FOR HVLV FC-24 FEEDCONNECTOR AT ALL STARTER UNITS.CUT SHALL BE WITHIN 1/4" [6 mm]TOLERANCE OF SIDE PORTAL TRIMGUIDELINEINSPECTION PORT(SEE DETAIL #217)CULTEC NO. 4800™ WOVEN GEOTEXTILECULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS AUNDERLAYMENT TO PREVENT SCOURING CAUSED BY WATERMOVEMENT WITHIN THE CULTEC CHAMBERS AND FEEDCONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE. IT MAYALSO BE USED AS A COMPONENT OF THE CULTEC SEPARATOR ROWTO ACT AS A BARRIER TO PREVENT SOIL/CONTAMINANT INTRUSIONINTO THE STONE WHILE ALLOWING FOR MAINTENANCE.GEOTEXTILE PARAMETERS1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OFBROOKFIELD, CT.(203-775-4416 OR 1-800-428-5832)2.THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.3.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X550 LBS (2,448 X 2,448 N) PER ASTM D4632 TESTING METHOD.4.THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAKRESISTANCE OF 20 X 20% PER ASTM D4632 TESTING METHOD.5.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILERESISTANCE OF 5,070 X 5,070 LBS/FT (74 X 74 KN/M) PER ASTM D4595 TESTING METHOD.6.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILERESISTANCE @ 2% STRAIN OF 960 X 1,096 LBS/FT(14 X 16 KN/M) PER ASTM D4595 TESTING METHOD.7.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILERESISTANCE @ 5% STRAIN OF 2,740 X 2, 740 LBS/FT (40 X 40KN/M) PER ASTM D4595 TESTING METHOD.8.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILERESISTANCE @ 10% STRAIN OF 4,800 X 4,800 LBS/FT (70 X70 KN/M) PER ASTM D4595 TESTING METHOD.9.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCEOF 1,700 LBS (7,560 N) PER ASTM D6241 TESTING METHOD.10.THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEARRESISTANCE OF 180 X 180 LBS (801 X 801 N) PER ASTM D4533TESTING METHOD.11.THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF40 US STD. SIEVE (0.425 MM) PER ASTM D4751 TESTINGMETHOD.12.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15SEC-1 PER ASTM D4491 TESTING METHOD.13.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5GPM/FT2 (470 LPM/M2) PER ASTM D4491 TESTING METHOD.14.THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @500 HRS. PER ASTM D4355 TESTING METHOD.CULTEC NO. 410™ NON-WOVEN GEOTEXTILECULTEC NO. 410™ NON-WOVEN GEOTEXTILE MAY BE USED WITHCULTEC CONTACTOR® AND RECHARGER® STORMWATERINSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOILINTRUSION INTO THE STONE.GEOTEXTILE PARAMETERS1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OFBROOKFIELD, 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 OF120 LBS (533 N) PER ASTM D4632 TESTING METHOD.5.THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUEOF 50% PER ASTM D4632 TESTING METHOD.6.THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225PSI (1551 KPA) PER ASTM D3786 TESTING METHOD.7.THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF65 LBS (289 N) PER ASTM D4833 TESTING METHOD.8.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340LBS (1513 N) PER ASTM D6241 TESTING METHOD.9.THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50LBS (222 N) PER ASTM D4533 TESTING METHOD.10.THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE(0.212 MM) PER ASTM D4751 TESTING METHOD.11.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7SEC-1 PER ASTM D4491 TESTING METHOD.12.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF135 GAL/MIN/SF (5500 L/MIN/SM) PER ASTM D4491 TESTINGMETHOD.13.THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURSVALUE OF 70% PER ASTM D4355 TESTING METHOD.CULTEC RECHARGER® 330XLHD PRODUCT SPECIFICATIONSGENERALCULTEC RECHARGER 330XLHD CHAMBERS ARE DESIGNED FORUNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BEUSED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLINGTHE FLOW OF ON-SITE STORMWATER RUNOFF.CHAMBER PARAMETERS1.THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OFBROOKFIELD, CT, USA. (203-775-4416 OR 1-800-428-5832)2.THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGHMOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE)WITH A BLACK INTERIOR AND BLUE EXTERIOR.3.THE CHAMBER SHALL BE ARCHED IN SHAPE.4.THE CHAMBER SHALL BE OPEN-BOTTOMED.5.THE CHAMBER SHALL BE JOINED USING AN INTERLOCKINGOVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLYSHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATECOUPLINGS OR SEPARATE END WALLS6.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER330XLHD SHALL BE 30.5 INCHES (775 mm) TALL, 52 INCHES (1321 mm)WIDE AND 8.5 FEET (2.59 m) LONG. THE INSTALLED LENGTH OF AJOINED RECHARGER 330XLHD SHALL BE 7 FEET (2.13 m).7.MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 24 INCHES(600 mm) HDPE.8.THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTECHVLV® FC-24 FEED CONNECTORS TO CREATE AN INTERNALMANIFOLD. THE NOMINAL DIMENSIONS OF EACH SIDE PORTAL SHALLBE 10.5 INCHES (267 mm) HIGH BY 11.5 INCHES (292 mm) WIDE.MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THESIDE PORTAL IS 11.75 INCHES (298 mm).9.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES(406 mm) WIDE AND 24.2 INCHES (614 mm) LONG.10.THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XLHDCHAMBER SHALL BE 7.459 FT³ / FT (0.693 m³ / m) - WITHOUT STONE.THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 330XLHDSHALL BE 52.213 FT³ / UNIT (1.478 m³ / UNIT) - WITHOUT STONE.11.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEEDCONNECTOR SHALL BE 0.913 FT³ / FT (0.085 m³ / m) - WITHOUT STONE.12.THE RECHARGER 330XLHD CHAMBER SHALL HAVE FIFTY-SIXDISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'SCORE TO PROMOTE LATERAL CONVEYANCE OF WATER.13.THE RECHARGER 330XLHD CHAMBER SHALL HAVE 16CORRUGATIONS.14.THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE ANINTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATEEND PLATES CANNOT BE USED WITH THIS UNIT.15.THE RECHARGER 330XLRHD STAND ALONE UNIT MUST BE FORMEDAS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRALENDWALLS AND HAVING NO SEPARATE END PLATES OR SEPARATEEND WALLS.16.THE RECHARGER 330XLSHD STARTER UNIT MUST BE FORMED AS AWHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALLAND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWERTRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876mm) WIDE.17.THE RECHARGER 330XLIHD INTERMEDIATE UNIT MUST BE FORMEDAS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL ANDONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWERTRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876mm) WIDE.18.THE RECHARGER 330XLEHD END UNIT MUST BE FORMED AS AWHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALLAND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE ENDPLATES OR END WALLS.19.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLECHAMBER HAVING TWO OPEN END WALLS AND HAVING NOSEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALLFIT INTO THE SIDE PORTALS OF THE RECHARGER 330XLHD AND ACTAS CROSS FEED CONNECTIONS.20.CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTIONSTEPS BETWEEN THE RIBS.21.THE CHAMBER SHALL HAVE A 6 INCH (152 mm) DIAMETER RAISEDINTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACHUNIT TO BE USED AS AN OPTIONAL INSPECTION PORT ORCLEAN-OUT.22.THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTINGBACK TO ANY CORRUGATION.23.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015CERTIFIED FACILITY.24.MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET(3.66 m)25.THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADSWHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDEDINSTALLATION INSTRUCTIONS.CULTEC HVLV FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONSGENERALCULTEC HVLV FC-24 FEED CONNECTORS ARE DESIGNED TO CREATE ANINTERNAL MANIFOLD FOR CULTEC RECHARGER MODEL 330XLHDSTORMWATER CHAMBERS.CHAMBER PARAMETERS1.THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OFBROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832)2.THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULARWEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACKINTERIOR AND BLUE EXTERIOR.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 FEEDCONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm)WIDE AND 24.2 INCHES (614 mm) LONG.6.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTORSHALL BE 0.913 FT³ / FT (0.085 m³ / m) - WITHOUT STONE.7.THE HVLV FC-24 FEED CONNECTOR CHAMBER SHALL HAVE 2CORRUGATIONS.8.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLECHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE ENDPLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDEPORTALS OF THE CULTEC RECHARGER STORMWATER CHAMBER AND ACTAS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD.9.THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHENINSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATIONINSTRUCTIONS.10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIEDFACILITY.MODEL 330XL SHDMODEL 330XL IHDMODEL 330XL IHDMODEL 330XL EHDBEGINNING OF RUNEND OF RUNHIDDEN ENDHIDDEN ENDTRIM CUT-OUTTO UTILIZE INTERNALMANIFOLD FEATUREHVLV FC-24FEED CONNECTORHVLV FC-24FEED CONNECTOR16.0" [406 mm]12.0" [305 mm]24.2" [614 mm]24.2" [614 mm]CULTEC FCMODEL FC 24MODEL FC 2424.2" [614 mm]24.2" [614 mm]CULTEC FCCULTEC RECHARGER 330XL HD HEAVY DUTY END DETAIL INFORMATIONCULTEC RECHARGER 330XL HD HEAVY DUTY PLAN VIEWCULTEC INTERNAL MANIFOLD DETAILCULTEC RECHARGER 330XL HD HEAVY DUTY TYPICAL CROSS SECTIONCULTEC RECHARGER 330XL HD HEAVY DUTY THREE VIEWCULTEC TYPICAL INLET CONNECTIONCULTEC GENERAL NOTESCultec Recharger330XL HD ChamberDetail SheetC4.2CULTEC RECHARGER 330XL HD HEAVY DUTY TYPICAL INTERLOCKCULTEC RECHARGER HVLV FC 24 FEED CONNECTOR THREE VIEWFIGURE 1ZOOM OF SIDE PORTAL SHOWING MAX. PIPE O.D.MAX. PIPE:10" [250 mm] HDPE12" [300 mm] PVCBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDO:\2021\2021-040\CIVIL\PLOT\2021-040 CULTEC 330 DT.dwg, 8/25/2023 9:08:12 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC5.0Utility PlanO:\2021\2021-040\CIVIL\PLOT\2021-040 UT.dwg, 8/29/2023 4:00:27 PM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
DRIVEWAY PROFILEBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC5.1DrivewayProfileO:\2021\2021-040\CIVIL\PLOT\2021-040 PR.dwg, 8/28/2023 4:43:18 PM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC5.2Septic PlanSEPTIC SYSTEM DESIGN REQUIREMENTS··O:\2021\2021-040\CIVIL\PLOT\2021-040 SP.dwg, 8/29/2023 10:29:03 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
SEPTIC LINE PROFILEBAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC5.3Septic SystemProfile &DetailsO:\2021\2021-040\CIVIL\PLOT\2021-040 SD.dwg, 8/25/2023 10:10:09 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC5.4Septic DetailsO:\2021\2021-040\CIVIL\PLOT\2021-040 SS DT.dwg, 8/25/2023 11:17:16 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC5.5Septic Details &Notes✕✕√·O:\2021\2021-040\CIVIL\PLOT\2021-040 SS DT.dwg, 8/25/2023 11:12:06 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
1-PC-A1-BH-H1-PC-A1-PC-AAUGMENT/INFILL LANDSCAPEBUFFER WITH 3" CALIPER WHITEPINE TREES AT 15± FEET ONCENTER, NUMBER OF TREES TO(4) 3" CALIPER WHITE PINETREES AT 15 FEET ON CENTERPROPOSED TREELINE, TYP.LAWNLAWNLAWNLAWNLAWNLAWNLAWN(7) ARBORVITAESAT 8' O.C.1-BH-H1-PC-ALAWN9-HOLLYS9-HYDRANGEAS6-BOXWOODSEXISTING TREELINE, TYP.PROPOSED TREELINEAFTER CLEARING, TYP.(10) ARBORVITAESAT 8' O.C.BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC6.0Landscape PlanNOTES :IRRIGATION NOTES: (REQUIRED)Plant LegendO:\2021\2021-040\CIVIL\PLOT\2021-040 LS.dwg, 8/30/2023 8:49:13 AM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632SHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC7.0DetailsO:\2021\2021-040\CIVIL\PLOT\2021-040 DT.dwg, 8/29/2023 3:55:45 PM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1
BAXTER NYEENGINEERING &SURVEYINGBayridge Realty, LLC76 Tupper Road, Unit #10Sandwich, MA 02563Proposed Housing900 Old Stage RoadCenterville, MA 02632SHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2022, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC7.1DetailsO:\2021\2021-040\CIVIL\PLOT\2021-040 DT.dwg, 8/29/2023 3:55:14 PM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1