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Home My WebLink About5132 811 Route 28 Site Plans Revised 08.14.2024MULTI-FAMILY DEVELOPMENT 811 MAIN STREET (ROUTE 28) SOUTH YARMOUTH, MASSACHUSETTS MARCH 18, 2024 REVISED: AUGUST 14, 2024 T-100 TITLE SHEET G-100 EXISTING CONDITIONS PLAN C-100 EROSION & SEDIMENT CONTROL PLAN C-200 SITE PREPERATION & DEMOLITION PLAN C-300 LAYOUT & MATERIALS PLAN C-400 GRADING & DRAINAGE PLAN C-500 SEPTIC & UTILITIES PLAN L-100 PLANTING PLAN C-600 - 602 DETAILS CHRISTINA MEGGISON 693 RUSSELLS MILLS ROAD SOUTH DARTMOUTH, MA 02748 LOCUS LOCUS MAP ISSUED FOR PERMITTING NOT FOR CONSTRUCTION INDEX OF DRAWINGS 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 WWWWWGGGWWPUBLI C W A Y - - 4 0' WI D E ROU T E 2 8 WWWWWWWWWISSUED FOR PERMITTING NOT FOR CONSTRUCTION C-100 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EROSION & SEDIMENT CONTROL PLAN MARCH 18, 2024 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION WWWWWGGGGOH W OH W OH WW WG G G G G S SSGOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G GOH W OH W OH W G G G G G PUBLI C W A Y - - 4 0' WI D E ROU T E 2 8 OHWOHWOHWWWWWWWWWWOHWOHWOHWOHWGGGGGGGGG349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION C-200 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PREPARATION & DEMOLITION PLAN MARCH 18, 2024 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION PUBLI C W A Y - - 4 0' WI D E ROU T E 2 8 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION C-300 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT & MATERIALS PLAN MARCH 18, 2024 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION S SS PUBLI C W A Y - - 4 0' WI D E ROU T E 2 8 RDRDRDRDDDDDDDDDDDDDDDDDDD D ISSUED FOR PERMITTING NOT FOR CONSTRUCTION C-400 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) GRADING & DRAINAGE PLAN MARCH 18, 2024 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION WWWWWGGGGSSSGGGGGGGWS S G G G G G S SSGG G G G G GG G G G G GG G G G G GG G G G G GG G G G G GG G G G G GG G G G G GG G G G G GG G G G G GG G G G G GG G G G G PUBLI C W A Y - - 4 0' WI D E ROU T E 2 8 OHWOHWOHWWWWWWWWWWOHWOHWOHWOHWGGGGGGGGGRDRDRDRDWWWFFFSSSSSSS G GGE C-500 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC & UTILITIES PLAN MARCH 18, 2024 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W PUBLI C W A Y - - 4 0' WI D E ROU T E 2 8 OHWOHWOHWOHWOHWOHWOHW(3) - QU (3) - AC (2) - Id (6) - Ig (6) - Ig (3) - Ca (3) - Ca (5) - Ro SSSS(3) - Ca (2) - Ir (38) - Sis a (84) - Car s (51) - Sis a (79) - Car m LAWN LAWN LAWN LAWN LAWN LAWN LAWN (74) - Lir s (71) - Lir s (2) - Id (2) - Ry (1) - AC R=15' R=15' R=15' R=20' LAWN LAWN 530 SF 330 SF 570 SF 450 SF (3) - Is (1) - Pj (7) - Pj (4) - Re (1) - Id (1) - AA (1) - AA (1) - AA (5) - Ca E R=20' (3) - GI (7) - Ig (2) - Ig (2) - Id (2) - Id (2) - Ry (3) - TO (2) - TO (3) - TO (3) - Id (2) - Ig (3) - Ig (2) - Aa2 (2) - Aa2 R=20' 100 SF 450 SF 320 SF R=20' CODE QTY BOTANICAL / COMMON NAME NOTES SIZE EVERGREEN TO 8 THUJA OCCIDENTALIS AMERICAN ARBORVITAE B & B 6-7` HT FLOWERING / SMALL TREES AC 4 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY B & B 7-8` HT. SHADE TREES AA 4 ACER RUBRUM 'AUTUMN FLAME' AUTUMN FLAME RED MAPLE B & B 3-3.5" CAL GI 3 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEY LOCUST B & B 3-3.5" CAL QU 3 QUERCUS PALUSTRIS PIN OAK B & B 3-3.5" CAL CODE QTY BOTANICAL / COMMON NAME SIZE SIZE SHRUBS Aa2 7 ARONIA MELANOCARPA `AUTUMN MAGIC` AUTUMN MAGIC BLACK CHOKEBERRY 5 GAL Ca 14 CLETHRA ALNIFOLIA SUMMERSWEET 5 GAL Hv 2 HAMAMELIS VIRGINIANA COMMON WITCH HAZEL B & B 5-6' HT. Ig 26 ILEX GLABRA INKBERRY HOLLY 5 GAL Ir 2 ILEX VERTICILLATA 'FARROWBPOP' BERRY POPPINS® WINTERBERRY 5 GAL Is 3 ILEX X CRENATA 'SOFT TOUCH' SOFT TOUCH HOLLY 3 GAL Id 21 ILEX X MESERVEAE 'BLUE PRINCE' & 'BLUE PRINCESS' BLUE PRINCE AND PRINCESS HOLLY 3-4` HT Pj 8 PIERIS JAPONICA JAPANESE PIERIS 5 GAL Ro 5 RHODODENDRON X `OLGA MEZITT` OLGA MEZITT PJM RHODODENDRON 3-4` HT Re 7 RHODODENDRON X 'ENGLISH ROSEUM' ENGLISH ROSEUM RHODODENDRON 3-4` HT Ry 4 RHODODENDRON YEDOENSE POUKHANENSE 'COMPACTA' COMPACT KOREAN AZALEA 24-30" HT. SYMBOL QTY BOTANICAL / COMMON NAME CONT SIZE SPACING GROUND COVERS 79 CAREX MORROWII 'ICE DANCE' ICE DANCE JAPANESE SEDGE 1 GAL 12" o.c. 84 CAREX SIDEROSTICHA 'SNOW CAP' SNOW CAP BROADLEAF SEDGE 1 GAL 12" o.c. 145 LIRIOPE SPICATA CREEPING LILYTURF 4" POT 10" o.c. 89 SISYRINCHIUM ANGUSTIFOLIUM 'LUCERNE' LUCERNE BLUE-EYED GRASS 1 GAL 18" o.c. PLANT SCHEDULE L-100 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PLANTING PLAN MARCH 18, 2024 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 NOTE: PARKING & DRIVEWAY AREA: 9,155 SF TREE CANOPY COVERAGE AT PARKING & DRIVEWAY AREA: 2,750 SF IT ACHIEVES 30% OF COVERAGE. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION C-600 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS MARCH 18, 2024 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION 12" MIN. C-601 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS MARCH 18, 2024 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION 6.0" [152 mm] MIN. 18.5" [470 mm] 6.0" [152 mm] MIN. 39.0" [991 mm] CENTER TO CENTER33.0" [838 mm]12.0" [305 mm] MIN. 6.0" [152 mm] MIN.12.0' MAX. COVER DEPTH CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES ARE MANDATORY; BOTTOM PER ENGINEER'S DESIGN PREFERENCENATURALLY COMPACTED FILL FINISHED GRADE 1-2 INCH [25-50 mm] WASHED, CRUSHED STONECULTEC HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED RECHARGER 150XLHD HEAVY DUTY CHAMBER PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) 7.5' [2.29 m] MIN. CULTEC NO. 4800 WOVEN GEOTEXTILE PLACED BENEATH FEED CONNECTORS 10.0' [3.0 m] MIN. CULTEC NO. 4800 WOVEN GEOTEXTILE PLACED BENEATH INLET PIPES PIPE PER ENGINEER DESIGN. PIPE TO BE INSERTED 12.0 INCHES [305 mm] MIN. INTO CHAMBER. MAXIMUM PIPE SIZE: 12.0" [300 mm] HDPE 15.0" [375 mm] PVC FINISHED GRADE NATURALLY COMPACTED FILL CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE CULTEC HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED CULTEC RECHARGER 150XLHD HEAVY-DUTY CHAMBER 6.0 INCH [152 mm] MIN. DEPTH OF 1-2 INCH [25-50 mm] WASHED, CRUSHED STONE ABOVE CHAMBERS 12.0 INCH [305 mm] MIN. WIDTH OF 1-2 INCH [25-50 mm] WASHED, CRUSHED STONE BORDER SURROUNDING ALL CHAMBERS 6.0 INCH [152 mm] MIN. DEPTH OF 1-2 INCH [25-50 mm] WASHED, CRUSHED STONE BELOW CHAMBERS FINISHED GRADE 6.0" [152 mm] [150mm] MIN. 15.0" [375mm] 6" [150mm] SDR-35 BELL END CUT FOR 6" OF INSERTED PIPE 6" [150mm] SDR-35 RISER (LENGTH VARIES) 6" [150mm] PVC SCREW IN CAP AASHTO HS-25 RATED CAST IRON FRAME AND SOLID COVER 12" X 6" [300mmX150mm] CULTEC INLINE DRAIN / CLEAN-OUT BASIN w/ GASKETED SDR-35 CONNECTION 6.25" [160mm] HOLE TO BE CUT w/ HOLE SAW CENTERED ON CORRUGATION CREST NATURALLY COMPACTED FILL CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE CULTEC RECHARGER 360HD HEAVY-DUTY CHAMBER CULTEC HVLV FC-48 FEED CONNECTOR WHERE SPECIFIED FINISHED GRADE NATURALLY COMPACTED FILL PIPE PER ENGINEER DESIGN PIPE TO BE INSERTED 12.0 INCHES [305mm] MIN. INTO CHAMBER MAXIMUM PIPE SIZE: 24" [600mm] HDPE 30" [750mm] PVC 6.0 INCH [152mm] MIN. DEPTH OF 1-2 INCH [25-50mm] WASHED, CRUSHED STONE BENEATH CHAMBERS 12.0 INCH [305mm] MIN. WIDTH OF 1-2 INCH [25-50mm] WASHED, CRUSHED STONE BORDER SURROUNDING ALL CHAMBERS 6.0 INCH [152mm] MIN. DEPTH OF 1-2 INCH [25-50mm] WASHED, CRUSHED STONE BENEATH CHAMBERS 12.0' [3.66m] MIN. CULTEC NO. 4800 WOVEN GEOTEXTILE PLACED BENEATH INLET PIPES 7.5' [2.29m] MIN. CULTEC NO. 4800 WOVEN GEOTEXTILE PLACED BENEATH FEED CONNECTORS CULTEC RECHARGER 360HD HEAVY DUTY CHAMBER CULTEC HVLV FC-48 FEED CONNECTOR WHERE SPECIFIED 1-2 INCH [25-50mm] WASHED, CRUSHED STONE SURROUNDING CHAMBERS FINISHED GRADE CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE NATURALLY COMPACTED FILL 6.0" [153 mm] [152mm] MIN. 36.0" [915 mm] [914mm] 12.0" [304 mm] [305mm] MIN. 6.0" [153 mm] [152mm] MIN. 12.0' [3.66m] MAX. COVER DEPTH 60.0" [1524 mm] [1525mm] 69.0" [1752 mm] [1753mm] MIN. CENTER TO CENTER12.0" [306 mm] [305mm] MIN. PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) 9.0" [228 mm] [229mm] MIN. NOTES: 1.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE: 1.a.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER 1.b.MAXIMUM PERMANENT (50-YEAR) COVER LOAD 1.c.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD 2.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR 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 INSTALLED ACCORDING 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 F3430 3.b.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75 3.c.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95 FINISHED GRADE 6.0" [150 mm] SDR-35 / SCH 40 PVC (INSERTED 8.0" [203 mm] INTO CHAMBER) TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO MATCH O.D. OF 6.0" [150 mm] INSPECTION PORT PIPE 6.0" [150 mm] SDR-35 / SCH. 40 PVC COUPLING 6.0" [150 mm] SDR-35 / SCH. 40 PVC RISER 6.0" [150 mm] SDR-35 / SCH. 40 PVC ENDCAP CLEAN-OUT ADAPTER W/ SCREW-IN CAP C-602 MULTI-FAMILY RESIDENTIAL 811 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS MARCH 18, 2024 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION