HomeMy WebLinkAbout5132 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
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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
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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
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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
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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
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GGEC-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
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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
ER=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