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HomeMy WebLinkAbout307 Main Street Hyannis PlansAPPLICANTBeals and Thomas, Inc.144 Turnpike RoadSouthborough, Massachusetts 01772Job No.: 3447.00Plan No.: 344700P002A-001Sheet 1 of 25WinnDevelopment Company, LPOne Washington Mall, Suite 500Boston, Massachusetts 02108CIVIL ENGINEER/SURVEY ANDLANDSCAPE ARCHITECTHYANNIS, MASSACHUSETTS(Barnstable County)INScale: 1" = 2,000' Locus MapSITE PLAN REVIEW - JULY 31, 2023SHEET INDEXCover SheetNotes, References and LegendTopographic PlanSite Preparation and Sediment Control PlanLayout and Materials PlanGrading and Drainage PlanUtilities PlanLandscape and Lighting PlanPhotometric PlanSite DetailsContext PlanSite ImagesZoning TableLevel 1 Floor PlanLevels 2-3 Floor PlanLevel 4 Floor PlanBuilding ElevationsBuilding SectionsMaterials BoardPerspective Looking South on Main StPerspective Looking East on Main StPerspective Looking North on Old Colony RdHARBOR VUEC1.0TP-1C2.0C3.0C4.0C5.0C6.0C7.0C8.0 - C8.3A-001A-002A-003A-101A-102A-103A-201A-301A-302A-303A-304A-305LOCUSARCHITECTICON Architecture101 Summer StreetBoston, Massachusetts 02110OWNER307 Main Street Nominee Trust, Conrad Watson, Trustee42C Warehouse RoadHyannis, Massachusetts 02601 6/27/2023 11:54:06 AM BEALS AND THOMAS, INC.144 Turnpike Road, Suite 210Southborough, Massachusetts 01772-2104T 508.366.0560 | www.bealsandthomas.comARCHITECTCONSULTANTSTAMPKEY PLANPROJECT NUMBER:DRAWN BY:CHECKED BY:SHEET TITLEHARBOR VUE3447.00HYANNIS, MAWinnDevelopment Company, LPMARKDATEDESCRIPTION17/31/23SITE PLAN REVIEWSCALE:C1.0NOTES, REFERENCESAND LEGENDAS NOTED            6/27/2023 11:54:06 AMBEALS AND THOMAS, INC. 144 Turnpike Road, Suite 210 Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE HARBOR VUE 3447.00 HYANNIS, MA WinnDevelopment Company, LP MARK DATE DESCRIPTION 1 7/31/23 SITE PLAN REVIEW SCALE: TP-1 TOPOGRAPHIC PLAN 1"=20' SJC/CJA MEB 6/27/2023 11:54:06 AMBEALS AND THOMAS, INC. 144 Turnpike Road, Suite 210 Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE HARBOR VUE 3447.00 HYANNIS, MA WinnDevelopment Company, LP MARK DATE DESCRIPTION 1 7/31/23 SITE PLAN REVIEW SCALE: C2.0 SITE PREPARATION AND SEDIMENT CONTROL PLAN 1" = 20' 6/27/2023 11:54:06 AMBEALS AND THOMAS, INC. 144 Turnpike Road, Suite 210 Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE HARBOR VUE 3447.00 HYANNIS, MA WinnDevelopment Company, LP MARK DATE DESCRIPTION 1 7/31/23 SITE PLAN REVIEW SCALE: C3.0 LAYOUT AND MATERIALS PLAN 1" = 20' 6/27/2023 11:54:06 AMBEALS AND THOMAS, INC. 144 Turnpike Road, Suite 210 Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE HARBOR VUE 3447.00 HYANNIS, MA WinnDevelopment Company, LP MARK DATE DESCRIPTION 1 7/31/23 SITE PLAN REVIEW SCALE: C4.0 GRADING AND DRAINAGE PLAN 1" = 20' 6/27/2023 11:54:06 AMBEALS AND THOMAS, INC. 144 Turnpike Road, Suite 210 Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE HARBOR VUE 3447.00 HYANNIS, MA WinnDevelopment Company, LP MARK DATE DESCRIPTION 1 7/31/23 SITE PLAN REVIEW SCALE: C5.0 UTILITIES PLAN 1" = 20' QP (5) (3) PM (1) QP CA (8) QP (1)(3) RV (3) PM QP (1) RV (2) CA (8)AM (5) (1) PV SS (7)(11) SS (7) RA (3) RV (4) PV (2) IG (3) PV (2) RV (2) IG (3) PV (2) RV AR (1) AR (1) (1) AR (2) QP PV (2) (5) RA AG (7) RA (7) (1) PVSS (6) (2) QP AG (8) AM (4) PM (1) IG (8) (2) PM (10) RA (3) MP (1) MM (5) RV PM (3) MP (3) (1) MM (1) JV (4) RV (8) RA (3) RV (5) IG (5) AM (1) PM (1) MM RV (7) (3) JV MM (1) AG (1) CA (4) SS (9) (1) JV (3) MP (5) RV (1) JV (3) MP (1) JV (5) RV (1) JV MM (1) AR (1) (3) MP (1) JV (2) QP (5) RV RA (8) SS (15) PV (1) AM (3) (2) PV (2) JV (3) PMIG (4) JV (2) CA (3) (4) AM MM (1) MP (2) PM (2) AR (1) QP (1) AG (4) SS (9) (1) QP (4) AG (9) SS PM (1) TREES QTY BOTANICAL NAME COMMON NAME SIZE CONT. AR 5 Acer rubrum 'Bowhall' Bowhall Red Maple 3-3 1/2" cal. B&B JV 13 Juniperus virginiana 'Emerald Sentinel' Emerald Sentinel Red Cedar 7-8` ht. QP 16 Quercus palustris `Pringreen` Green Pillar® Pin Oak 2-2 1/2" cal. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONT. AM 21 Aronia melanocarpa 'Autumn Magic' Autumn Magic Black Chokeberry 24-30" ht. 5 gal. CA 23 Clethra alnifolia 'Hummingbird' Hummingbird Summersweet 24-30" ht. 5 gal. IG 21 Ilex glabra 'Densa' Inkberry Holly 24-30" ht. 7 gal. MM 6 Morella pensylvanica 'Morton Male' Silver Sprite Male Bayberry 24-30" ht. 5 gal. MP 17 Morella pensylvanica 'Morton' Silver Sprite Northern Bayberry 30-36" ht. B&B PM 19 Prunus maritima Beach Plum 36-42" ht. 7 gal. RA 45 Rhus aromatica 'Gro-Low' Gro-Low Fragrant Sumac 12-18" ht. 3 gal. RV 46 Rosa virginiana Virginia Rose 30-36" ht. 7 gal. PERENNIALS AND ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE CONT. AG 24 Andropogon gerardii Big Bluestem 24-30" ht. 2 gal. PV 17 Panicum virgatum 'Heavy Metal' Heavy Metal Switch Grass 24-30" ht. 5 gal. SS 66 Schizachyrium scoparium `Jazz` Jazz Little Bluestem 8-12" ht. 2 gal.6/27/2023 11:54:06 AMBEALS AND THOMAS, INC. 144 Turnpike Road, Suite 210 Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE HARBOR VUE 3447.00 HYANNIS, MA WinnDevelopment Company, LP MARK DATE DESCRIPTION 1 7/31/23 SITE PLAN REVIEW SCALE: C6.0 LANDSCAPE AND LIGHTING PLAN 1" = 20' 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.8 0.8 0.9 0.7 0.8 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.8 0.2 2.1 2.2 0.5 2.2 2.1 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.5 1.3 1.9 5.3 6.5 5.5 5.1 5.7 6.5 3.9 1.5 1.0 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.8 2.5 7.5 12.9 12.6 12.6 11.9 13.0 12.8 10.3 4.4 1.6 1.0 1.5 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 3.2 12.1 16.0 18.1 15.0 14.8 15.6 16.9 13.4 5.6 2.0 1.4 2.9 3.9 1.0 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.9 2.8 8.7 13.1 15.5 17.5 14.9 17.9 14.5 11.5 4.8 1.8 1.1 1.8 3.3 1.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.8 1.7 4.1 7.5 11.8 8.8 11.7 9.1 10.9 5.8 2.9 1.4 0.9 1.0 1.5 1.7 1.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.5 2.4 2.4 7.1 10.3 10.5 8.6 6.5 2.6 2.4 1.5 0.8 0.7 1.0 2.2 4.1 1.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.5 1.5 5.1 4.0 5.6 5.3 9.4 5.1 4.6 3.1 4.3 1.7 0.8 0.7 0.8 1.3 2.9 2.3 0.6 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 1.5 5.7 3.7 4.4 7.8 8.4 7.2 3.7 3.0 4.4 1.8 0.9 1.0 1.2 1.0 1.3 1.6 2.0 0.9 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.4 1.0 2.3 2.4 3.8 3.9 7.8 3.6 3.1 2.1 2.4 1.4 1.4 2.7 3.1 1.3 0.9 1.6 3.9 2.4 0.6 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.6 1.1 1.8 3.6 6.1 6.6 5.8 3.0 1.2 1.3 1.2 2.0 4.4 3.3 1.6 1.0 1.1 2.3 2.7 0.8 0.5 0.5 0.5 0.4 0.3 0.1 0.0 0.1 0.1 0.2 0.3 0.8 1.2 1.9 3.8 4.6 6.7 4.7 3.2 1.7 1.5 1.2 1.3 2.1 4.3 4.3 1.8 0.9 1.1 1.1 0.9 1.0 1.7 2.1 1.3 0.6 0.3 0.1 0.0 0.1 0.1 0.2 0.4 1.3 4.2 2.8 3.9 4.9 6.7 4.8 3.1 2.4 3.6 1.6 0.8 1.4 4.0 3.9 1.6 1.0 1.0 1.1 1.5 2.9 6.8 12.0 4.9 1.5 0.5 0.2 0.1 0.0 0.0 0.1 0.1 0.4 1.4 5.8 3.5 3.4 5.8 6.3 5.6 2.9 2.5 4.5 1.8 0.8 1.0 1.6 1.5 1.1 1.4 1.9 2.1 3.9 9.4 20.7 24.7 15.3 3.4 0.7 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.4 0.9 2.5 2.2 3.9 3.2 7.0 3.0 3.2 2.0 2.6 1.4 1.1 1.1 0.9 0.9 1.4 3.3 4.7 5.1 11.9 23.9 26.3 26.6 19.7 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.0 1.7 3.3 5.9 6.3 5.6 3.0 1.6 1.3 1.2 2.0 2.9 1.3 0.9 1.7 4.1 4.9 13.5 24.0 26.5 27.9 19.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.7 1.1 1.8 3.7 5.4 6.6 5.1 3.0 1.8 1.5 1.6 3.3 5.4 2.4 0.9 1.0 1.5 3.5 15.3 25.5 26.1 16.5 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 3.8 2.6 3.9 4.0 6.8 4.4 3.2 2.7 3.5 2.0 2.7 3.3 1.6 1.0 1.2 2.7 2.5 5.9 16.6 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.5 6.1 3.1 3.6 5.9 6.4 5.7 3.1 3.0 4.8 2.1 1.5 1.4 1.8 5.2 7.2 3.1 1.5 2.0 8.1 2.8 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.1 3.0 1.5 4.0 3.5 7.2 3.1 3.6 2.9 3.6 2.4 1.9 1.5 1.4 1.3 0.9 0.6 0.7 1.7 0.9 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 1.1 1.9 3.1 6.1 6.6 6.2 3.3 3.2 3.5 4.1 4.6 3.4 2.0 0.8 0.8 1.3 0.7 4.3 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.7 1.3 1.8 3.7 6.1 7.4 6.8 5.3 5.1 4.7 4.3 4.1 3.8 3.8 1.2 1.3 4.0 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 1.9 2.8 4.3 5.6 4.0 9.3 6.4 6.9 6.7 6.2 4.5 3.8 3.5 3.3 3.0 1.8 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.1 5.5 5.3 0.0 8.2 6.8 9.2 5.9 7.3 6.4 6.1 6.0 3.2 5.4 0.0 4.0 4.9 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.4 13.0 5.8 7.9 8.6 8.8 8.3 8.2 7.1 7.2 7.0 6.6 7.2 6.4 6.6 6.8 6.7 5.3 6.4 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.2 9.3 5.2 4.2 7.4 4.7 7.1 3.8 6.2 4.8 4.9 5.9 3.2 5.9 5.4 4.1 6.2 3.9 5.7 0.0 0.0 0.0 0.1 0.1 0.2 0.5 2.6 2.6 4.1 4.2 4.4 3.7 4.2 3.5 3.8 3.8 3.4 3.9 3.3 3.7 3.9 3.6 4.0 3.1 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.3 1.5 1.7 1.8 1.7 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.2 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.6 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6/27/2023 11:54:06 AMBEALS AND THOMAS, INC. 144 Turnpike Road, Suite 210 Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE HARBOR VUE 3447.00 HYANNIS, MA WinnDevelopment Company, LP MARK DATE DESCRIPTION 1 7/31/23 SITE PLAN REVIEW SCALE: C7.0 PHOTOMETRIC PLAN 1" = 20' Luminaire Schedule Symbol Qty Label Arrangement Description Total Watts Lum. Lumens 5 EX1 SINGLE 1A-GL190-S-BFR-12L30T4-MDL008-SV1-HANG-BLOC-COLOR 134 2372 9 EX2 SINGLE 1W-GL190-S-BFR-12L30T4-MDL008-SV1-HANG-BLOC-COLOR 241.2 2372 2 EX3 SINGLE 1A-GL190-S-BFR-12L30T4-MDL008-SV1-HANG-COLOR 53.6 3270 2 EX4 SINGLE 1A-GL190-S-BFR-12L30T2-MDL008-SV1-HANG-BLOC-COLOR 53.4 2634 4 EX5 SINGLE UCB-SFLR-12LED-BW-COLOR 132 703 5 EX6 LINEAR RECESSED 2500 N.A. 45 EX7 SINGLE SRT2-30-3K8-5QW-UNV-COLOR-NXWS12F 1404 3527 LSR-WET-LENGTH-40-LOWUNV-DB-W-SR-SD 6/27/2023 11:54:06 AMBEALS AND THOMAS, INC. 144 Turnpike Road, Suite 210 Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE HARBOR VUE 3447.00 HYANNIS, MA WinnDevelopment Company, LP MARK DATE DESCRIPTION 1 7/31/23 SITE PLAN REVIEW SCALE: C8.0 SITE DETAILS AS NOTED 6/27/2023 11:54:06 AM BEALS AND THOMAS, INC.144 Turnpike Road, Suite 210Southborough, Massachusetts 01772-2104T 508.366.0560 | www.bealsandthomas.comARCHITECTCONSULTANTSTAMPKEY PLANPROJECT NUMBER:DRAWN BY:CHECKED BY:SHEET TITLEHARBOR VUE3447.00HYANNIS, MAWinnDevelopment Company, LPMARKDATEDESCRIPTION17/31/23SITE PLAN REVIEWSCALE:C8.1SITE DETAILSAS NOTED 6/27/2023 11:54:06 AM BEALS AND THOMAS, INC.144 Turnpike Road, Suite 210Southborough, Massachusetts 01772-2104T 508.366.0560 | www.bealsandthomas.comARCHITECTCONSULTANTSTAMPKEY PLANPROJECT NUMBER:DRAWN BY:CHECKED BY:SHEET TITLEHARBOR VUE3447.00HYANNIS, MAWinnDevelopment Company, LPMARKDATEDESCRIPTION17/31/23SITE PLAN REVIEWSCALE:C8.2SITE DETAILSAS NOTED4" PVC INSPECTION PORT DETAIL(MC SERIES CHAMBER)NOTE:INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.STORMTECH CHAMBERCONCRETE COLLARPAVEMENT12" (300 mm) MIN WIDTHCONCRETE SLAB6" (150 mm) MIN THICKNESS8" NYLOPLAST INSPECTION PORTBODY (PART# 2708AG4IPKIT) ORTRAFFIC RATED BOX W/SOLIDLOCKING COVERCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONS4" (100 mm)SDR 35 PIPE4" (100 mm) INSERTA TEETO BE CENTERED ONCORRUGATION VALLEYMC-7200 CROSS SECTION DETAILACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBERCLASSIFICATION 60x1012.MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD ORYELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THETOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLEPAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THATPAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THETOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm)ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS.BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERSFROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYERABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THESUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3NO COMPACTION REQUIRED.24"(600 mm) MIN*7.0'(2.1 m)MAX12" (300 mm) MIN100" (2540 mm) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUNDCLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) MIN12" (300 mm) MIN9"(230 mm) MINDCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30" (750 mm).DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 9" (230 mm) MINPERIMETER STONE(SEE NOTE 4)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)MC-7200END CAPSUBGRADE SOILS(SEE NOTE 3)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)60"(1524 mm)**THIS CROSS SECTION DETAIL REPRESENTSMINIMUM REQUIREMENTS FOR INSTALLATION.PLEASE SEE THE LAYOUT SHEET(S) FORPROJECT SPECIFIC REQUIREMENTS. C8.3SITE DETAILSAS NOTED6/27/2023 11:54:06 AM BEALS AND THOMAS, INC.144 Turnpike Road, Suite 210Southborough, Massachusetts 01772-2104T 508.366.0560 | www.bealsandthomas.comARCHITECTCONSULTANTSTAMPKEY PLANPROJECT NUMBER:DRAWN BY:CHECKED BY:SHEET TITLEHARBOR VUE3447.00HYANNIS, MAWinnDevelopment Company, LPMARKDATEDESCRIPTION17/31/23SITE PLAN REVIEWSCALE: ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:29 PMA-001 CONTEXT PLAN HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:29 PMA-002 SITE IMAGES HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION MAIN STREET THE FEDERATED CHURCH OF HYANNIS CONFORT INN HYANNIS MAIN STREET OLD COLONY RD PARKING ENTRANCE HYANNIS VILLAGE GREEN ENTRANCE COMMERCIAL SPACE 307 MAIN STREET HYANNIS HYARTS ARTIST SHANTIES ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:30 PMA-003 ZONING TABLE HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION TR8'x7'LP-1 x26.23 HC [327-102]TRASH LOBBY VEST ELEC STAIR #1 MEP MEP MAINT AMENITY LINE OF BUILDING ABOVE PROPERTY LINE OLD COLONY ROADMAIN STREET 168'-4 7/8" 166'-9 5/8"7'-6"25'-0"60'-9"27'-10 1/4"6'-9"STAIR CORRIDOR 194 SF2'-0"26'-7 1/2" 23'-5 1/4" 34'-6 3/4" 23'-5 1/4" 34'-6 3/4" 25'-9 3/8" 25'-2 3/4" 15'-4 1/8" 10'-5 1/4" 15'-0 5/8" 10'-5 1/4" 15'-0 7/8" 10'-5 1/4" 15'-0 3/4" 10'-5 1/4" 12'-6 3/4" 26'-8 1/4"26'-8 1/4"167'-8 61/64"335'-2"12'-6 1/8"ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:32 PMA-101 LEVEL 1 FLOOR PLAN HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker 0 8' 16' 32' 1/16" = 1'-0"1 LEVEL 1 FLOOR PLAN MARK DATE DESCRIPTION N O R T H 14'-0" 3'-0"213'-10 3/8"60'-0"26'-11 1/8" 6'-1 3/4" 26'-11 1/8"20'-0"3'-0" 2 6'-1 1 1/8" 6'-1 3/4" 2 6'-1 1 1/8"173'-10 169/256"72'-6"5'-6"28'-1 5/8"26'-11 1/8" 6'-1 3/4" 26'-11 1/8" 5'-6"28'-0" 17'-0" 33'-0" 25'-6" 25'-6" 25'-6" 25'-6" 34'-0"54'-11 11/16"2BR 846 SF 2BR 848 SF 1BR 680 SF 3BR 1190 SF 3BR 1256 SF 40'-9 1/4" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 34'-0" 25'-6" 25'-6" 44'-0" 17'-6" 1BR 698 SF 1BR 694 SF 1BR 712 SF 1BR 680 SF 1BR 730 SF 1BR 604 SF 1BR 700 SF 1BR 680 SF 1BR 700 SF 1BR 700 SF 1BR 680 SF 1BR 680 SF 1BR 680 SF 1BR 680 SF1BR 680 SF 1BR 687 SF 1BR 680 SF 2BR 880 SF1BR 638 SF 2BR 810 SF 2BR 810 SF 2BR 1101 SF 2BR 876 SF 3BR 1174 SF 1BR 680 SF ST 454 SF ST 454 SF 36'-10"25'-6"25'-6"25'-6"25'-6"28'-0"1BR 633 SF 1BR 680 SF 1BR 680 SF 1BR 680 SF 1BR 641 SF 2BR 865 SF44'-7 3/4"2 1'-5 1/8" 1BR 680 SF ST 467 SF 2BR 864 SF 2BR 905 SF 3 0'-0" 3 0'-0"28'-0"TRASH 168 SF STAIR #2 MEP ELEC STAIR CORRIDOR STOR MEP STAIR #1 47'-11 1/8"ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:33 PMA-102 LEVELS 2-3 FLOOR PLAN HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION 1/16" = 1'-0"1 LEVEL 2 FLOOR PLAN 0 8' 16' 32' N O R T H 26'-7 1/2" 31'-0" 17'-9 3/8" 39'-8 5/8" 22'-9 3/8" 56'-0" 25'-2 5/8" 22'-9 3/8" 28'-2 5/8" 22'-9 3/8" 15'-6 7/8" 3BR 1190 SF 2BR 1112 SF 1BR+ 796 SF 1BR+ 748 SF 1BR+ 717 SF 2BR 1086 SF 2BR 1137 SF 2BR 846 SF 1BR 680 SF 2BR 848 SF 1BR 680 SF 1BR 680 SF 1BR 680 SF 1BR 680 SF 1BR 680 SF 1BR 680 SF 1BR 687 SF 1BR 638 SF 2BR 880 SF ST 454 SF ST 454 SF 2BR 810 SF 2BR 810 SF 2BR 876 SF 1BR 680 SF 1BR 680 SF 3BR 1174 SF ST 467 SF 2BR 864 SF 1BR 905 SF ELEC STAIR CORRIDOR STOR MEP STAIR #1 5'-0"25'-10 7/8"18'-0"22'-0"18'-0"22'-0"18'-0 1/8"28'-1 5/8"40'-0"40'-0"2BR 864 SF 1BR 777 SF 1BR 814 SF 1BR 797 SF 2BR 1172 SF 1BR+ 852 SF ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:34 PMA-103 LEVEL 4 FLOOR PLAN HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION 0 8' 16' 32' N O R T H 1/16" = 1'-0"1 LEVEL 4 FLOOR PLAN LEVEL 2 45'-0" ROOF 77'-10" LEVEL 1 33'-6" LEVEL 3 55'-8" LEVEL 4 66'-4" AMENITY 29'-6"11'-6"10'-8" 10'-8" 11'-6" TRIPLE-GLAZED uPVC WINDOWSASPHALT SHINGLES COMPOSITE SHINGLES VERTICAL BOARD & BATTEN FIBER CEMENT LAP SIDING PVC TRIM TRIPLE-GLAZED uPVC WINDOWS COMPOSITE SHINGLES ASPHALT SHINGLES FIBER CEMENT LAP SIDINGPVC TRIM GUTTER VERTICAL BOARD & BATTEN TRIPLE-GLAZED uPVC WINDOWS BRICK VENEER ENTRY CANOPY W. SIGNAGE BRICK VENEER GUTTER & DOWNSPOUT ENTRY ROOF COMPOSITE SHINGLES GUTTER PERFORATED METAL PANELS, TYP. AT GARAGE LEVEL 2 45'-0" ROOF 77'-10" LEVEL 1 33'-6" LEVEL 3 55'-8" LEVEL 4 66'-4" AMENITY 29'-6"11'-6"10'-8" 10'-8" 11'-6" FIBER CEMENT LAP SIDING ASPHALT SHINGLE ROOF TRIPLE-GLAZED uPVC WINDOWS COMPOSITE SHINGLES FIBER CEMENT LAP SIDING TRIPLE-GLAZED uPVC WINDOWS TRIPLE-GLAZED uPVC WINDOWS PVC TRIM PVC TRIM COMPOSITE SHINGLES FIBER CEMENT LAP SIDING PVC TRIM PVC TRIM COMPOSITE SHINGLES PARKING BEYOND PARKING BEYOND PERFORATED METAL PANELS, TYP. AT GARAGE LEVEL 2 45'-0" ROOF 77'-10" LEVEL 1 33'-6" LEVEL 3 55'-8" LEVEL 4 66'-4" AMENITY 29'-6"11'-6"10'-8" 10'-8" 11'-6" TRIPLE-GLAZED uPVC WINDOWS COMPOSITE SHINGLE ASPHALT SHINGLE FIBER CEMENT LAP SIDING BRICK VENEER PVC TRIM VERTICAL BOARD & BATTEN ASPHALT SHINGLE VERTICAL BOARD & BATTENPVC TRIM TRIPLE-GLAZED uPVC WINDOWS COMPOSITE SHINGLE BRICK VENEER ASPHALT SHINGLE VERTICAL BOARD & BATTEN FIBER CEMENT LAP SIDINGFIBER CEMENT LAP SIDING GUTTER & DOWNSPOUT LEVEL 2 45'-0" ROOF 77'-10" LEVEL 1 33'-6" LEVEL 3 55'-8" LEVEL 4 66'-4" AMENITY 29'-6"11'-6"10'-8" 10'-8" 11'-6" ASPHALT SHINGLE TRIPLE-GLAZED uPVC WINDOWS PVC TRIM COMPOSITE SHINGLE FIBER CEMENT LAP SIDING PVC TRIMFIBER CEMENT LAP SIDING TRIPLE-GLAZED uPVC WINDOWS BRICK VENEER TRIPLE-GLAZED uPVC WINDOWS FIBER CEMENT LAP SIDING ASPHALT SHINGLE COMPOSITE SHINGLE FIBER CEMENT LAP SIDING TRIPLE-GLAZED uPVC WINDOWS ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:37 PMA-201 BUILDING ELEVATIONS HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION 1/16" = 1'-0"1 NORTH ELEVATION 1/16" = 1'-0"2 WEST ELEVATION 1/16" = 1'-0"3 EAST ELEVATION 1/16" = 1'-0"4 SOUTH ELEVATION AMENITY SPACE UNIT UNIT UNIT UNIT UNIT UNIT MAIN STREET AMENITY SPACE UNIT UNIT UNIT UNIT UNIT UNIT ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:39 PMA-301 BUILDING SECTIONS HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION 1/8" = 1'-0"1 BUILDING SECTION 1 1" = 20'-0"2 SITE SECTION 1/8" = 1'-0"3 BUILDING SECTION 2 7 1 FIBER CEMENT LAP SIDING 2 COMPOSITE SHINGLES 3 VERTICAL BOARD & BATTEN 4 ASPHALT SHINGLE PERFORATED METAL PANEL BRICK MASONRY VENEER56 TRIPLE-GLAZED uPVC WINDOWS 2 3 4 1 7 7 55 5 77 7 7 7 7 1 4 ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:40 PMA-302 MATERIALS BOARD HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION 3/16" = 1'-0"1 MATERIALS ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:41 PMA-303 PERSPECTIVE LOOKING SOUTH ON MAIN ST HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:42 PMA-304 PERSPECTIVE LOOKING EAST ON MAIN ST HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 7/26/2023 5:19:44 PMA-305 PERSPECTIVE LOOKING NORTH ON OLD COLONY RD HARBOR VUE 223024 HYANNIS, MA WINN DEVELOPMENT COMPANY Author Checker MARK DATE DESCRIPTION