HomeMy WebLinkAboutBecker's Package Store [Site Plans]SHEET
DESIGNED BY:WMLJR
DRAWN BY:SEP/SD
CHECKED BY:JAC
DATE:APRIL 2025
PROJECT NO:19-19v
REVISIONS:
NO.DATE.DESCRIPTIONBECKER'S PACKAGE STORE55 ROUTE 28WEST YARMOUTH, MASSACHUSETTSAP 36, LOTS 77, 78 & 79OF 7Q:\19-19 Aharonian & Associates\19-19v Beckers Package Store\ACAD\Becker's Package Store [Working Plan] - R2_1_632_d4178aba.dwg Apr. 29, 2025 7:15amPRELIMINARY, NOT FOR
CONSTRUCTIONJCEJCEJOE CASALI ENGINEERING, Inc.Civil ∙ Site Development ∙ TransportationDrainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain300 Post Road, Warwick, RI 02888 0 300 0 33 FA; WWW.JOECASALI.CO0COVER
SHEET
1
SITE
SITE IMPROVEMENT PLANS FOR
BECKER'S PACKAGE STORE
A PROPOSED MIXED-USE BUILDING CONSISTING OF ONE
EXISTING COMMERCIAL UNIT & TWO NEW RESIDENTIAL UNITS
55 ROUTE 28
WEST YARMOUTH, MASSACHUSETTS
AP 36, LOTS 77 - 79
ZONING DISTRICT: B2 BUSINESS ZONE
PROJECT TEAM INDEX OF DRAWINGS
SHEET NO.PLAN
1 COVER SHEET
2 EXISTING CONDITIONS & SITE PREP. PLAN
3 SITE & LANDSCAPE PLAN
4 GRADING & DRAINAGE PLAN
5 DRAINAGE DETAILS I
6 CIVIL DETAILS I
7 CIVIL DETAILS II
REFERENCE PLANS:
SHEET 1 OF 1 SURVEY PLAN, PREPARED BY
WATERMAN ENGINEERING
OWNER:HUZAFIA CORPORATION
59 ANCHOR LANE
COTUIT, MA 02635
ARCHITECT: AHARONIAN & ASSOCIATES, INC
310 GEORGE WASHINGTON HWY
SMITHFIELD, RI 02917
PHONE: (401) 232-5010
CIVIL JOE CASALI ENGINEERING, INC.
ENGINEER:300 POST ROAD
WARWICK, RI 02888
PHONE: 401-944-1300
FAX: 401-944-1313
JOECASALI.COM
LAND GWATERMAN ENGINEERING CO.
SURVEYOR:40 SUTTON AVENUE
EAST PROVIDENCE, RI 02914
PHONE: 401-438-5775
STATE WIDE MAP
WEST YARMOUTH,
MA
LOCUS MAP
SCALE: 1' = 2,000'N
FILING: DESIGN REVIEW COMMITTEE
RENDERING BY AHARONIAN & ASSOCIATES, INC.
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XEMWV
GV
S 01°19'37" W 155.73'
N 01°18'20" E 511.62'140.00'
131.62'
240.00'N 78°52'05" E 99.63'
MAP 36, LOT 82.1
N/F KISHOR K. PATEL
VOLUME 12505, PAGE 226
(COMMERCIAL USE; ZONE B2)N 78°59'33" E 99.58'(100' ~ DEED)(100' ~ DEED)
S 01°18'20" W 99.70'
CONCRETE BOUND
(FND ~ DESTROYED)
CONCRETE
BOUND (FND)CONCRETE
BOUND
(FND)
CONCRETE BOUND
W/ METAL DISK (FND)(100' ~ DEED)
CONCRETE
BOUND (FND)S 86°42'37" W 80.60'S 01°07'27" W 189.80'S 00°23'57" W 187.75'
S 00°56'53" W 365.55'N 78°59'33" E 298.09' (MEASURED)MASS. HWY. BOUNDN 78°59' 33" E 80.14'MAP 36, LOT 82.2.1
N/F JOAO SILVA
VOLUME 31220, PAGE 309
(RESIDENTIAL USE; ZONE B2)
MH
WV
DREW'S WAY
(PRIVATE RIGHT OF WAY ~ 12' WIDTH)
2 STY.
ECONOLODGE MOTEL
No. 59
MAP 36, LOT 76
N/F DIPTI LLC
VOLUME 27426, PAGE 307
(COMMERCIAL USE; ZONE B2)
MAP 36, LOT 71
N/F ROSEANN KELLEHER
VOLUME 21626, PAGE 104
(RESIDENTIAL USE; ZONE B1)
MAP 36, LOT 82.2.2
N/F HUGH VARDAN & JOHN MOYLAN
VOLUME 29158, PAGE 71
(RESIDENTIAL USE; ZONE B2)1933 STATE HIGHAWY ~ LO 29772
2
21
22
21
20
19
1817
1621
2
0
20
19192524
23
23 2323
22
21
OHW
OHW
OHW
OHW
GM1.4'25
2424
2
3 232
2
2221 201912.4'
GV
GV
DD DD DWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGG
GGW W W W W W
G G
W WTTTTTTTTTTTTTTTTTT
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTOHW
OHW
OHW
OHW
OHW
OHW
N 01°18'20" E 99.92'
(100' ~ DEED)OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
GM
BH HEDGES COLUMN
GUY
GAS
METER
ELEC.
METER
GAS
METER
CHAIN LINK FENCE
AC
UNIT
AC
UNIT
AC
UNIT
ICE
18
17
1
9 18181819
1
9
1
819BOLLARDS
BIT. PAVED DRIVEWAY
"DREW'S WAY"
SIGN
BIT. PAVED
PARKING AREA OVERHEAD WIRES (TYP.)5/8" WATE
R
S
E
R
.
2" WATER
G G G G G G G G G G G G G G G G G G G GAPPROXIMATE 2" PE GAS MAIN
6" PE GAS MAINWOOD GUARD RAIL
C.O.
OVERHANG
BIT.
PAVEMENT
CONC. WALKCONC. WALKBIT. PAVED DRIVEWAY
"BECKER'S PACKAGE STORE"
1 STY. W/F & MASONRY BUILDING
No. 55 (ROUTE 28)
LAWN
MAP 36, LOT 79
51,026 S.F.
(1.171 AC.)
MAP 36, LOT 78
9,711 S.F.
(0.223 AC.)
MAP 36, LOT 77
37,669 S.F.
(0.865 AC.)
S 00°51'57" W 98.35'
APPROXIMATE
SEPTIC SYSTEM
APPROX. 1/2" G
A
S
S
E
R
.
UTILITY
POLE
(TYP.)(DENSE WOODS / BRUSH)
(DENSE WOODS / BRUSH)
EDGE OF PAVEMENT
EDGE OF PAVEMENT
WOOD FENCE
VINYL FENCE GRANITE CURBING (TYP.)MAG-NAIL
(FND)
BENCHMARK:
NAIL (SET) IN UTILITY POLE
ELEV: 20.76' (NAVD 88)OHWOHWOHWOHWROUTE 28 - MAIN STREET(STATE HIGHWAY LAYOUT 2977 & 6237)12'APPROX. TELECOM DUCT (TYP.)APPROX. 8" WATER MAINAPPROX. 16" WATER MAIN2 STY.
"RELAX INN"
No. 41
METER
PIT
20EXISTING SEPTIC SYSTEM TO BE RELOCATED TO
ACCOMMODATE PROPOSED BUILDING ADDITION;
PROJECT SITE WILL EVENTUALLY BE CONNECTED
TO PUBLIC SEWER (SEE GENERAL NOTE 7)
REMOVE AND DISPOSE
EXISTING PAVEMENT (TYP.)
PORTION OF EXISTING BUILDING TO BE RAZED;
REFER TO ARCHITECTURAL PLAN FOR DETAILS
REMOVE & DISPOSE
EXISTING CURB
REMOVE & DISPOSE
EXISTING BOLLARDS
INTERIOR LOT LINES TO BE
ABANDONED VIA AN APPROVAL
NOT REQUIRED (ANR) PLAN
ZONE B1ZONE B2ZONE B1
ZONE B2
REMOVE AND DISPOSE EXISTING UTILITY POLE AND
ASSOCIATED OVERHEAD WIRES; COORDINATION
WITH UTILITY COMPANY REQUIRED
REMOVE AND RELOCATE "DREW'S
WAY SIGN; SEE SITE PLAN
CLEAR AND GRUB (TYP.)
SHEET
DESIGNED BY:WMLJR
DRAWN BY:SEP/SD
CHECKED BY:JAC
DATE:APRIL 2025
PROJECT NO:19-19v
REVISIONS:
NO.DATE.DESCRIPTIONBECKER'S PACKAGE STORE55 ROUTE 28WEST YARMOUTH, MASSACHUSETTSAP 36, LOTS 77, 78 & 79OF 7Q:\19-19 Aharonian & Associates\19-19v Beckers Package Store\ACAD\Becker's Package Store [Working Plan] - R2_1_632_d4178aba.dwg Apr. 29, 2025 7:15amPRELIMINARY, NOT FOR
CONSTRUCTIONJCEJCEJOE CASALI ENGINEERING, Inc.Civil ∙ Site Development ∙ TransportationDrainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain300 Post Road, Warwick, RI 02888 0 300 0 33 FA; WWW.JOECASALI.CO0EXISTING
CONDITIONS &
SITE PREP.
PLAN
2
SCALE (FEET)
0
1 INCH = FT
10 20 40 80
201-888-344-7233
1-888-DIG-SAFETO ANY EXCAVATION CALL DIGSAFE AT:
BE DONE BY THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY PRIOR
EXISTING DOCUMENTATION AND MAY NOT BE ACCURATE. EXACT LOCATION TO
LOCATION OF EXISTING UTILITIES SHOWN, ARE FROM GATE LOCATION AND
WORKING DAYS NOTICE
PROTECT YOURSELF, GIVE THREE
MA. MAINLAND (NAD 83)
LEGEND:
UP#T2
ABUTTING PROPERTY LINE
PROPOSED CONTOUR
EXISTING CONTOUR
EXISTING UTILITY POLE
EXISTING PROPERTY LINE
100
100
PROPOSED DRAINAGE MANHOLED
EXISTING CATCH BASIN
BUILDING SETBACK LINE
EXISTING CURB
PROPOSED CURB
EXISTING METAL FENCE
EXISTING DRAIN LINEDDD
PROPOSED DRAIN LINEDDD
EXISTING DRAINAGE MANHOLED
PROPOSED CATCH BASIN
PROPOSED UTILITY POLE
EXISTING TELECOM DUCTBANKTELTEL
EXISTING ELECTRIC DUCTBANKEEE
PROPOSED GAS LINEGASGAS
CHAIN LINK FENCE
WETLAND EDGE
WETLAND FLAGWF
FDC
H/C
WG
EXISTING SEWER LINE
TEST HOLE
EXISTING SEWER MANHOLE
S S S
S
NOW OR FORMERLYN/F
TREELINE
LIMIT OF DISTURBANCELODLOD
EXISTING WATER LINEWWW
WATER GATE
SILT FENCE
PROPOSED WATER LINEWWW
WV
PROPOSED SEWER LINESSS
PROPOSED SEWER MANHOLES
EXISTING TREE
BOLLARD
HYDRANT
LAMP POLE
FIRE DEPTMENT CONTROL
EXISTING HANDICAP
PROPOSED HANDICAP
WATER VALVE
ZONING CRITERIA
ZONING DISTRICT
MINIMUM LOT AREA
MINIMUM FRONTAGE
MINIMUM FRONT YARD
MINIMUM SIDE YARD
MINIMUM REAR YARD
MAXIMUM BUILDING COVERAGE (%)
MAXIMUM IMPERVIOUS COVERAGE (%)
SHAPE FACTOR1
REQUIRED
B-2
20,000 SF
125 FT
30 FT
25 FT
20 FT
25%
70%
22
EXISTING
LOT 77
GENERAL NOTES:
1.THIS PLAN IS BASED ON A OCTOBER 2024 BOUNDARY & TOPOGRAPHIC SURVEY PLAN PREPARED BY
WATERMAN ENGINEERING CO.
2.THE LOCATION AND DEPTH OF EXISTING UTILITIES ARE APPROXIMATE AND HAVE BEEN PLOTTED FROM THE
LATEST AVAILABLE INFORMATION. THE UTILITY LOCATIONS ARE APPROXIMATE AND MAY NOT BE ALL
INCLUSIVE. THE CONTRACTOR SHALL CHECK AND VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, BOTH
OVERHEAD AND UNDERGROUND, AND "DIG-SAFE" MUST BE NOTIFIED PRIOR TO COMMENCING ANY
CONSTRUCTION OPERATIONS. RESTORATION AND REPAIR OF DAMAGE TO EXISTING UTILITIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR WITH NO ADDITIONAL COST THE OWNER. NO EXCAVATION SHALL
COMMENCE UNTIL ALL INVOLVED UTILITY COMPANIES AND/OR CITY WHOSE FACILITIES MIGHT BE AFFECTED
BY ANY WORK TO BE PERFORMED BY THE CONTRACTOR ARE NOTIFIED AT LEAST 72 HOURS IN ADVANCE.
3.THIS SITE LIES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOOD), AS
SHOWN ON THE FIRM MAP FOR BARNSTABLE COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) PANEL 567 OF
875, TOWN OF YARMOUTH, MAP NUMBERS 25001C0567K, EFFECTIVE DATE: JULY 16, 2014.
4.SOILS EXISTING ON THE SITE CONSIST ENTIRELY OF CARVER COARSE SAND, 3-8% SLOPES (252B).
5.THESE PREMISES MAY BE SUBJECT TO THE FOLLOWING EASEMENTS, RIGHTS OF WAY OR AGREEMENTS OF
RECORD:
·RIGHTS AND RIGHTS OF OTHERS IN, TO AND ACROSS THAT 12' WIDE PRIVATE RIGHT OF WAY KNOWN AS
"DREW'S WAY" AS DESCRIBED IN VOLUME 460, PAGE 431 & VOLUME 456, PAGE 25
·EASEMENTS MAY EXIST FOR THE UTILITY POLES & OVERHEAD WIRES AS SHOWN (NO RECORDS FOUND)
6.WATER, GAS, AND TELECOMMUNICATIONS ARE AVAILABLE TO THE PROJECT SITE VIA MAIN STREET.
ELECTRIC SERVICES ARE AVAILABLE VIA OVERHEAD LINES ALONG MAIN STREET. SEWER IS NOT CURRENTLY
AVAILABLE TO THE PROJECT SITE.
7.THESE PROPERTIES ARE IN THE PROCESS OF OBTAINING SEWER CONNECTIONS AS SHOWN WITHIN "PHASE 1 -
CONTRACT NO. 6" OF THE TOWN OF YARMOUTH, MASSACHUSETTS PROPOSED WASTEWATER COLLECTION
AND WATER RESOURCE RECOVERY FACILITIES PROJECT, PROJECT NO. CWSRF - 8349/6 , AUGUST, 2024, AS
SHOWN ON THE PROPOSED SEWER DESIGN PLANS CURRENTLY UNDER REVIEW WITH THE TOWN OF
YARMOUTH.
B-2
37,669 SF
80.14 FT2
12.4 FT2
1.4 FT2
>20 FT
8%
16.5%
22
EXISTING
LOT 78
B-2
9,711 SF2
99.58 FT2
N/A
N/A
N/A
N/A
69%
16.4
EXISTING
LOT 79
B-2
51,026 SF
N/A
N/A
N/A
N/A
N/A
12.6%
29.8
NOTES:
1.SHAPE FACTOR SHALL BE OBTAINED BY DIVIDING THE SQUARE OF THE LOT PERIMETER (P), MEASURED
IN FEET, BY THE AREA OF THE LOT (A), MEASURED IN SQUARE FEET (I.E. P2 ÷ A).
2.PRE-EXISTING, NON-CONFORMING CONDITION
EXISTING
LOTS 77-79
B-2
98,406 SF
179.72 FT
12.4 FT2
1.4 FT2
>20 FT
3%
19.7%
26.1
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XEMWV
GV
MAP 36, LOT 82.1
N/F KISHOR K. PATEL
VOLUME 12505, PAGE 226
(COMMERCIAL USE; ZONE B2)
MASS. HWY. BOUND
MAP 36, LOT 82.2.1
N/F JOAO SILVA
VOLUME 31220, PAGE 309
(RESIDENTIAL USE; ZONE B2)
MH
WV
DREW'S WAY
(PRIVATE RIGHT OF WAY ~ 12' WIDTH)
2 STY.
ECONOLODGE MOTEL
No. 59
MAP 36, LOT 76
N/F DIPTI LLC
VOLUME 27426, PAGE 307
(COMMERCIAL USE; ZONE B2)
MAP 36, LOT 71
N/F ROSEANN KELLEHER
VOLUME 21626, PAGE 104
(RESIDENTIAL USE; ZONE B1)
MAP 36, LOT 82.2.2
N/F HUGH VARDAN & JOHN MOYLAN
VOLUME 29158, PAGE 71
(RESIDENTIAL USE; ZONE B2)1933 STATE HIGHAWY ~ LO 2977OHW
OHW
OHW
OHW
GM
12.4'
GV
GV
DD DD DWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGG
GGW W W W W W
G G
W WTTTTTTTTTTTTTTTTTT
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTOHW
OHW
OHW
OHW
OHW
OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
GM
BH HEDGES COLUMN
GUY
GAS
METER
ELEC.
METER
GAS
METER
CHAIN LINK FENCE
AC
UNIT
AC
UNIT
BIT. PAVED DRIVEWAY
OVERHEAD WIRES (TYP.)5/8" WATE
R
S
E
R
.
2" WATER
G G G G G G G G G G G G G G G G G G G GAPPROXIMATE 2" PE GAS MAIN
6" PE GAS MAINCONC. WALKCONC. WALKBIT. PAVED DRIVEWAY
LAWN
APPROX. 1/2" G
A
S
S
E
R
.
UTILITY
POLE
(TYP.)
(DENSE WOODS / BRUSH)
EDGE OF PAVEMENT
EDGE OF PAVEMENT
WOOD FENCE
VINYL FENCE GRANITE CURBING (TYP.)ROUTE 28 - MAIN STREET(STATE HIGHWAY LAYOUT 2977 & 6237)12'APPROX. TELECOM DUCT (TYP.)APPROX. 8" WATER MAINAPPROX. 16" WATER MAIN2 STY.
"RELAX INN"
No. 41
METER
PIT
20' (TYP.)10' (TYP.)
11'24' (TYP.)20' (TYP.)±103' (REFER TO ARCHITECTURAL PLAN)±47.5'ZONE B1ZONE B2ZONE B1
ZONE B2
SSSSSSSSSSSSD D D D D D
D
9
5
9
5
D
ACCESS TO
RESIDENTIAL
STAIRWELL
ACCESS TO
BASEMENT
STAIRWELL
PROPOSED 2ND FLOOR
(2 RESIDENTIAL UNITS)
TOTAL AREA: 2,849 SF
LIMITS OF 2ND FLOOR
"BECKER'S PACKAGE STORE"
FIRST FLOOR
EXISTING: 935 SF
ADDITION: 4,180 SF
TOTAL AREA: 5,115 SF
BASEMENT
EXISTING: 95 SF
ADDITION: 4,079 SF
TOTAL AREA: 4,174 SF
MAIN
ENTRANCE
LOADING ZONE
PROPOSED CONCRETE CURB
(SEE DETAIL - TYP.)
PROPOSED BITUMINOUS
CONCRETE PAVEMENT
(TYP.)
PROPOSED CEMENT
CONCRETE LANDING (TYP.)
PROPOSED CEMENT CONCRETE
SIDEWALK (SEE DETAIL)
PROPOSED STREET TREES (TYP.)
SPECIFIC PLANTINGS TO BE
COORDINATED WITH MASSDOT
PROPOSED (16) EVERGREEN BUFFER
PLANTINGS, SPACED 10-FT O.C.
PROPOSED
LANDSCAPED AREA
LOAM AND SEED ALL
DISTURBED AREAS (TYP.)
STORMWATER MANAGEMENT
AREA (TYP.)
PROPOSED DUMPSTER
CONCRETE PAD (TYP.)
(SEE DETAIL)
STORMWATER
MANAGEMENT
AREA (TYP.)
5'
PROPOSED HANDICAP PARKING
SYMBOL AND STRIPING
(TYP - SEE DETAIL)
4" WHITE EPOXY
PAVEMENT MARKING (TYP.)
PROPOSED
WHEELCHAIR RAMP
WITH DETECTABLE
WARNING PANEL (TYP.)
(E 107.2.0 & E 107.6.5)
4" WHITE EPOXY
PAVEMENT MARKING (TYP.)
PROPOSED CONCRETE CURB
(SEE DETAIL - TYP.)
PROPOSED CONCRETE CURB
FLUSH WITH ASPHALT
(SEE DETAIL - TYP.)
5
20' MIN.
LANDSCAP
E
D
BUFFER
VARIOUS SHRUB
AND FLOWERING
PLANTINGS (TYP.)
SHEET
DESIGNED BY:WMLJR
DRAWN BY:SEP/SD
CHECKED BY:JAC
DATE:APRIL 2025
PROJECT NO:19-19v
REVISIONS:
NO.DATE.DESCRIPTIONBECKER'S PACKAGE STORE55 ROUTE 28WEST YARMOUTH, MASSACHUSETTSAP 36, LOTS 77, 78 & 79OF 7Q:\19-19 Aharonian & Associates\19-19v Beckers Package Store\ACAD\Becker's Package Store [Working Plan] - R2_1_632_d4178aba.dwg Apr. 29, 2025 7:15amPRELIMINARY, NOT FOR
CONSTRUCTIONJCEJCEJOE CASALI ENGINEERING, Inc.Civil ∙ Site Development ∙ TransportationDrainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain300 Post Road, Warwick, RI 02888 0 300 0 33 FA; WWW.JOECASALI.CO0SITE
& LANDSCAPE
PLAN
3
SCALE (FEET)
0
1 INCH = FT
10 20 40 80
20
MA. MAINLAND (NAD 83)
PARKING CALCULATION
Per Town of Yarmouth Zoning Bylaw, Section 301.5
Table of Parking Demand:
USE: MERCANTILE
REQUIRED: 1 SPACE PER 7 OCCUPANTS
50 OCCUPANTS * (1 SPACE / 7 OCCUPANTS) = 7.14 SPACES
USE: RESIDENTIAL, 1 & 2 FAMILY
REQUIRED: 2 SPACES/UNIT
2 UNITS * (2 SPACES / UNIT) = 4 SPACES
TOTAL PARKING SPACES REQUIRED = 12 SPACES
PARKING SPACES PROPOSED = 33 SPACES
ADA ACCESSIBLE PARKING SPACES REQUIRED: 2 SPACE
ADA ACCESSIBLE PARKING SPACES PROPOSED: 2 SPACE
TOWN OF YARMOUTH ZONING BYLAWS SECTION 104.3.2(3):
A.OTHER LAWFULLY PRE-EXISTING, NON-CONFORMING STRUCTURES
MAY BE ALTERED, EXTENDED, RAZED AND REPLACED BY SPECIAL
PERMIT FROM THE BOARD OF APPEALS IF IT IS DETERMINED THAT:
1.CONFORMS TO THE CURRENT DIMENSIONAL REQUIREMENTS OF
THE BYLAW OR DOES NOT INCREASE THE EXISTING
NON-CONFORMING NATURE OF THE STRUCTURE, OR;
2.WILL NOT BE SUBSTANTIALLY MORE DETRIMENTAL TO THE
NEIGHBORHOOD, ZONING DISTRICT, OR TOWN
B.THE EXTENSION, ALTERATION, OR RAZE AND REPLACEMENT WILL
NOT CAUSE OR CONTRIBUTE TO ANY UNDUE NUISANCE, HAZARD OR
CONGESTION, AND;
C.STRICT ENFORCEMENT OF THE CURRENT BYLAWS WOULD RESULT IN
UNDUE HARDSHIP TO THE PROPERTY OR ITS OWNER
SPECIAL PERMIT REQUESTED WITH VARIANCE TO EXTEND/MAINTAIN
THE EXISTING NON-CONFORMING NATURE OF THE EXISTING BUILDING
(SIDE YARD & FRONT YARD)
SPECIAL PERMIT REQUESTED TO ALLOW A DUPLEX WITHIN THE B2
ZONING DISTRICT
1
ZONING CRITERIA
ZONING DISTRICT
MINIMUM LOT AREA
MINIMUM FRONTAGE
MINIMUM FRONT YARD
MINIMUM SIDE YARD
MINIMUM REAR YARD
MAXIMUM BUILDING COVERAGE (%)
MAXIMUM IMPERVIOUS COVERAGE (%)
SHAPE FACTOR1
REQUIRED
B-2
20,000 SF
125 FT
30 FT
25 FT
20 FT
25%
70%
22
EXISTING
LOT 77
B-2
37,669 SF
80.14 FT2
12.4 FT2
1.4 FT2
>20 FT
8%
16.5%
22
EXISTING
LOT 78
B-2
9,711 SF2
99.58 FT2
N/A
N/A
N/A
N/A
69%
16.4
EXISTING
LOT 79
B-2
51,026 SF
N/A
N/A
N/A
N/A
N/A
12.6%
29.8
NOTES:
1.SHAPE FACTOR SHALL BE OBTAINED BY DIVIDING THE SQUARE OF THE LOT PERIMETER (P), MEASURED
IN FEET, BY THE AREA OF THE LOT (A), MEASURED IN SQUARE FEET (I.E. P2 ÷ A).
2.PRE-EXISTING, NON-CONFORMING CONDITION
3.RELIEF REQUESTED TO EXTEND A PRE-EXISTING, NON-CONFORMING CONDITION
EXISTING
LOTS 77-79
B-2
98,406 SF
179.72 FT
12.4 FT2
1.4 FT2
>20 FT
3%
19.7%
26.1
PROPOSED
LOTS 77-79
B-2
98,406 SF
179.72 FT
12.4 FT2
7.4 FT3
>20 FT
5.2%
25.6%
26.1
2
CUT AND REMOVE TOP 50% OF BURLAP &
WIRE BASKET FROM TOPS AND SIDES OF
ROOTBALL
3" BARK MULCH. MULCH
SHOULD NOT BE WITHIN
4" OF TREE TRUNK TRUNK FLARE & TOP OF ROOTBALL SHOULD BE
AT GRADE
REMOVE
DEAD AND
BROKEN
BRANCHES
ONLY
DO NOT CUT LEADER
EXCAVATE SUBSOIL AS REQUIRED TO PLACE
ROOTBALL TO PROPER ELEVATION. PLACE
ROOTBALL DIRECTLY ON COMPACTED OR
UNDISTURBED SUBSOIL.
PLANTING BED 2X WIDER
(MIN.) THAN ROOTBALL.
BACKFILL W/LOAM
TREE STABILIZATION
(SEE DETAIL)
INSTALL TREE PLUMB
SECTION
INSTALL LONG PRONG
UP AGAINST ROOTBALL
INSTALL SHORT PRONG
HALFWAY BETWEEN
TRUNK AND EDGE OF
ROOTBALL
EDGE OF PLANTING SOIL/TREE PIT
TREE
STAPLE
TREE TRUNK
NOTE:
CONTRACTOR SHALL USE CAUTION WITH TREE
STAPLES SO NOT TO BE DRIVEN INTO
SUBGRADE PIPES AND UTILITIES
ROOTBALLPLAN
TREE PLANTING DETAIL
NOT TO SCALE
LANDSCAPE NOTES:
1.GUARANTEE THAT, UPON COMPLETION AND FINAL ACCEPTANCE,
LANDSCAPE PLANTINGS CONFORM TO REQUIREMENTS OF
CONTRACT DOCUMENTS. PROVIDE A WARRANTY FOR TREE
PLANTINGS FOR A MINIMUM OF TWO (2) YEARS, INCLUDING TWO
(2) CONTINUOUS GROWING SEASONS. COMMENCE WARRANTY
ON DATE IDENTIFIED IN THE 'CERTIFICATE OF FINAL
COMPLETION'.
2.REPLACEMENTS: PLANTS OF SAME SIZE AND SPECIES AS
SPECIFIED, PLANTED IN THE NEXT GROWING SEASON, WITH NEW
WARRANTY AND EXTENDED MAINTENANCE SERVICE
COMMENCING ON THE DATE OF REPLACEMENT.
3.PLANT MATERIALS SHALL BE OF SIZE AND CALIPER REQUIRED
AND CONFORM TO THE REQUIREMENTS DESCRIBED IN THE
LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK,
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
4.PLANTS OF OTHER KINDS THAN THOSE NAMED IN THE PLANT
SCHEDULE SHALL NOT BE ACCEPTED WITHOUT APPROVAL.
REPLACEMENT PLANTS LARGER IN SIZE THAN EXISTING MAY BE
USED IF APPROVED BY THE A/E, PROVIDED USE OF LARGER
PLANTS DOES NOT INCREASE CONTRACT PRICE.
5.A PROFESSIONAL HORTICULTURIST/NURSERYMAN SHALL BE
CONSULTED TO DETERMINE THE PROPER TIME TO MOVE AND
INSTALL PLANT MATERIAL SO THAT STRESS TO THE PLANT IS
MINIMIZED. PLANTING OF DECIDUOUS MATERIAL MAY BE
CONTINUED DURING WINTER MONTHS PROVIDED THERE IS NO
FROST IN THE GROUND AND FROST-FREE TOPSOIL PLANTING
MIXTURES ARE USED.
6.UNLESS OTHERWISE APPROVED BY THE A/E, ALL PLANTS SHALL
BE NURSERY GROWN IN ACCORDANCE WITH GOOD
HORTICULTURAL PRACTICES AND SHALL HAVE BEEN GROWN
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE
LOCALITY OF THE PROJECT FOR AT LEAST TWO (2) YEARS.
7.SET PLANTS PLUMB AND AT SUCH A LEVEL THAT AFTER
SETTLEMENT THEY BEAR THE SAME RELATION TO THE
SURROUNDING GROUND AS THEY BORE TO THE GROUND FROM
WHICH THEY WERE DUG. SETTLE BACKFILL MATERIAL FOR
PLANTS, THOROUGHLY & PROPERLY, BY FIRMING OR TAMPING.
ACCOMPANY BACKFILLING WITH THOROUGH WATERING UNLESS
OTHERWISE APPROVED. FORM SAUCER CAPABLE OF HOLDING
WATER AROUND INDIVIDUAL PLANTS.
8.FERTILIZE SHRUB BEDS WITH 10-6-4 FERTILIZER AT THE RATE
OF 3 POUNDS PER 100 SQUARE FEET OF SURFACE AREA, BROAD
CAST. APPLY THE FERTILIZER UNIFORMLY TO THE SURFACE
BEDS AND WORK INTO THE UPPER TWO (2) INCHES OF SOIL.
FERTILIZE INDIVIDUAL TREES AT THE RATE OF ONE (1)
AGRIFORM PELLET PER INCH OF TREE DIAMETER (FOLLOW
MANUFACTURER'S WRITTEN INSTRUCTIONS). APPLY A SECOND
APPLICATION OF FERTILIZER TO ALL PLANT ITEMS AT THE SAME
SPECIFIED RATES OVER THE MULCH AT THE END OF AN EIGHT
WEEK PERIOD.
9.CONTAINER GROWN MATERIALS: REMOVE PLANT FROM
CONTAINER AND "BUTTERFLY" ROOT BALL OR OTHERWISE
SPREAD OUT ROOTS ON SETTING MOUND. BACKFILL SHALL BE
SIFTED THROUGH THEM AND SOLIDLY FIRMED.
10.AFTER PLANTING PRUNE ONLY BROKEN OR DEFORMED
BRANCHES AND IN SUCH MANNER AS TO PRESERVE NATURAL
CHARACTER OF PLANT.
11.IMMEDIATELY AFTER PLANTING, STAKE TREES OVER FIVE (5)
FEET AS INDICATED ON DETAIL DRAWING INDICATED OR
APPROVED BY THE OWNERS REPRESENTATIVE. REMOVE STAKES
AT THE END OF GUARANTEE PERIOD.
12.MULCH SHALL BE APPLIED A MINIMUM OF THREE (3) INCHES IN
DEPTH IN ALL PLANTING BEDS, AS INDICATED ON THE
DRAWINGS.
13.THE PLANTS SHALL BE WATERED IMMEDIATELY FOLLOWING
PLANTING, PREFERABLY WHEN TWO THIRDS OF THE BACKFILL
HAS BEEN PLACED SO ALL AIR POCKETS ARE REMOVED AND THE
PLANT PROPERLY SET. ADDITIONAL WATERING SHALL BE MADE
AT LEAST ONCE EVERY THREE (3) WEEKS UNLESS OTHERWISE
DIRECTED UNTIL FINAL ACCEPTANCE OF THE PLANT MATERIAL.
14.UNLESS OTHERWISE SPECIFIED, CONTRACTOR TO LOAM AND
SEED ALL DISTURBED AREAS.
15.TREE PRUNING NOTE: STREET TREES SHOULD BE PRUNED TO
MAINTAIN A MINIMAL BRANCH HEIGHT OF 7' WITHIN TWO (2)
YEARS OF INSTALLATION OF THE TREE.
16.LANDSCAPE ESTABLISHMENT AND MAINTENANCE NOTE:
CONTRACTOR SHALL ENSURE THAT ALL LAWN AREAS AND
PLANTINGS ARE FULLY ESTABLISHED AND ACCEPTABLE TO THE
OWNER'S REPRESENTATIVE PRIOR TO RELINQUISHING THEIR
RESPONSIBILITIES FOR MAINTENANCE OF THESE AREAS.
17.TREE PROTECTION NOTE: NO MATERIAL, TEMPORARY SOIL
DEPOSIT OR EXCAVATION SHALL OCCUR WITHIN FOUR FEET OF
SHRUBS OR WITHIN TWO FEET OF THE DRIP LINE OF ANY
SHRUBS OR TREES TO REMAIN. ANY RETAINED EXISTING
VEGETATION SHALL BE PROTECTED AS PER NORTH KINGSTOWN
ZONING ORDINANCE, SECTION 21-277, SUBSECTION 3a:
PROTECTION OF EXISTING PLANTINGS AND SITE FEATURES.
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XEMWV
GV
MAP 36, LOT 82.1
N/F KISHOR K. PATEL
VOLUME 12505, PAGE 226
(COMMERCIAL USE; ZONE B2)
MAP 36, LOT 82.2.1
N/F JOAO SILVA
VOLUME 31220, PAGE 309
(RESIDENTIAL USE; ZONE B2)
MH
WV
2 STY.
ECONOLODGE MOTEL
No. 59
MAP 36, LOT 76
N/F DIPTI LLC
VOLUME 27426, PAGE 307
(COMMERCIAL USE; ZONE B2)
MAP 36, LOT 71
N/F ROSEANN KELLEHER
VOLUME 21626, PAGE 104
(RESIDENTIAL USE; ZONE B1)
MAP 36, LOT 82.2.2
N/F HUGH VARDAN & JOHN MOYLAN
VOLUME 29158, PAGE 71
(RESIDENTIAL USE; ZONE B2)
2
2
21
22
21
20
19
1817
1621
2
0
20
19192524
23
23 2323
22
21
OHW
OHW
OHW
OHW
GM
25
2424
2
3 232
2
2
1
2221 2019GV
GV
DD DD DWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGG
GGW W W W W W
G G
W WTTTTTTTTTTTTTTTTTT
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTOHW
OHW
OHW
OHW
OHW
OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
GM
18
17
1
9 18181819
1
9
1
819 OVERHEAD WIRES (TYP.)5/8" WATE
R
S
E
R
.
2" WATER
G G G G G G G G G G G G G G G G G G G GAPPROXIMATE 2" PE GAS MAIN
6" PE GAS MAINAPPROX. 1/2" G
A
S
S
E
R
.APPROX. TELECOM DUCT (TYP.)APPROX. 8" WATER MAINAPPROX. 16" WATER MAIN2 STY.
"RELAX INN"
No. 41
METER
PIT
20ZONE B1ZONE B2ZONE B1
ZONE B2 LODLODLODLOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSSSSSSSSSSSSD D D D D D
PROPOSED BUILDING
AREA = 5,115 S.F.
FFE = 19.50
D
1918191719
1818.516161517
17 18.518151619
19.50
19.50
19.00
19.15
19.5019.50
19.50
19.50
18.5
18
19.50
18.75
1919
D
19
18.5 18PROPOSED 12" WIDE REVEAL
TRENCH DRAIN SYSTEM WITH STEEL
FRAME ZURN Z882 OR EQUAL
18
22
2324
16
16
A A
PROPOSED
INFILTRATION BASIN
(SEE DETAILS)
PROPOSED TOPOGRAPHIC
DEPRESSION EXTENSION
102 LF - 8" ADS
N-12 HDPE PIPE
S= 0.03 FTT/F
BLDG.
INV.: 18.50
8" ADS N-12 HDPE PIPE
TO BE MITER TO MATCH SLOPE
INV.= 15.50 14148" HDPE 45°ELBOW
8-INCHES DEEP CLASS R-3 RIPRAP ATOP 6-INCHES OF 3
4 -INCH
CRUSHED STONE BEDDING ATOP GEOTEXTILE FILTER FABRIC
(MIRAFI 140N, OR APPROVED EQUAL); EXTENDING TO BOTTOM
OF BASIN AND SLOPE
PROPOSED
SEDIMENT FOREBAY
(SEE DETAILS)
PROPOSED CONCRETE
WEIRS SPILLWAY
(TYP - SEE DETAILS)16DMH #1
PROPOSED NYLOPLAST 24" DRAIN BASIN WITH
24" STANDARD FRAME, GRATE, & ENVIROHOOD
RIM: 18.60
INV. IN: 16.95
INV. OUT: 16.95
SUMP: 14.95
(SEE DETAILS)
PROPOSED UNDERGROUND CRUSHED
STONE INFILTRATION TRENCH
(TYP.) (SEE DETAILS)
19
19.1519.15
18
19
18.75
21
20
19
18.517.5SHEET
DESIGNED BY:WMLJR
DRAWN BY:SEP/SD
CHECKED BY:JAC
DATE:APRIL 2025
PROJECT NO:19-19v
REVISIONS:
NO.DATE.DESCRIPTIONBECKER'S PACKAGE STORE55 ROUTE 28WEST YARMOUTH, MASSACHUSETTSAP 36, LOTS 77, 78 & 79OF 7Q:\19-19 Aharonian & Associates\19-19v Beckers Package Store\ACAD\Becker's Package Store [Working Plan] - R2_1_632_d4178aba.dwg Apr. 29, 2025 7:15amPRELIMINARY, NOT FOR
CONSTRUCTIONJCEJCEJOE CASALI ENGINEERING, Inc.Civil ∙ Site Development ∙ TransportationDrainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain300 Post Road, Warwick, RI 02888 0 300 0 33 FA; WWW.JOECASALI.CO0GRADING &
DRAINAGE
PLAN
4
SCALE (FEET)
0
1 INCH = FT
10 20 40 80
20
MA. MAINLAND (NAD 83)
CRUSHED STONE INFILTRATIONTRENCH DETAIL
PROPOSED MIRAFI 140N
FILTER FABRIC AROUND THE
OUTER EDGE OF STONE
8" PERFORATED
ADS HDPE PIPE
(PERFORATIONS UP)
INV. IN: 16.95
14"14"
6"
36"
24"
PROPOSED 3/4"
DOUBLE WASHED
CRUSHED STONE
COMMON BORROW
6" LOAM & SEED
SEDIMENT FOREBAY & INFILTRATION BASIN - SECTION A-A
DESCRIPTION
100 YEAR STORM
25 YEAR STORM
10 YEAR STORM
2 YEAR STORM
1 YEAR STORM
TOP OF BASIN
BOTTOM OF BASIN
ELEV.
17.00
14.00
14.55
15.08
16.26
16.75
16.85
INFLTRATION BASIN
INFILTRATION BASIN
17.35
x
x
SEDIMENT FOREBAY
30 LF - BROAD CRESTED WEIR CONSTRUCTED OF
PRECAST CONCRETE CURB (RI STD. 7.1.0) WITH
3" REVEAL (TOP OF CURB = EL. 16.85)
4" SANDY LOAM & SEED (TYP.)
3
1
EXISTING GRADE
PROPOSED PRECAST CONCRETE
CURB FLUSH WITH ASPHALT
3
1
3
1
4" SANDY LOAM & SEED (TYP.)
x
x
17.35
x
PROPOSED EXISTING
DEPRESSION EXTENSION
76.00
2
1
4" SANDY LOAM & SEED (TYP.)
16.00x
14.00
16.00
30 LF - BROAD CRESTED WEIR CONSTRUCTED OF
PRECAST CONCRETE CURB (RI STD. 7.1.0) WITH
3" REVEAL (TOP OF CURB = EL. 16.71)
EXIS
T
I
N
G
G
R
A
D
E
3
1
PROPOSED BITUMINOUS
CONCRETE PARKING LOT
UNCOMPACTED SUBGRADE (TYP.);
CONTRACTOR MUST NOTIFY DESIGN ENGINEER
OF RECORD FOR REVIEW AND APPROVAL OF
SUBGRADE PRIOR TO PLACEMENT OF LOAM
DESCRIPTION
100 YEAR STORM
25 YEAR STORM
10 YEAR STORM
2 YEAR STORM
1 YEAR STORM
TOP OF POND
BOTTOM OF POND
ELEV.
17.00
16.00
SEDIMENT FOREBAY
16.88
16.90
16.93
16.95
16.99
4" SANDY LOAM & SEED (TYP.)
SHEET
DESIGNED BY:WMLJR
DRAWN BY:SEP/SD
CHECKED BY:JAC
DATE:APRIL 2025
PROJECT NO:19-19v
REVISIONS:
NO.DATE.DESCRIPTIONBECKER'S PACKAGE STORE55 ROUTE 28WEST YARMOUTH, MASSACHUSETTSAP 36, LOTS 77, 78 & 79OF 7Q:\19-19 Aharonian & Associates\19-19v Beckers Package Store\ACAD\Becker's Package Store [Working Plan] - R2_1_632_d4178aba.dwg Apr. 29, 2025 7:15amPRELIMINARY, NOT FOR
CONSTRUCTIONJCEJCEJOE CASALI ENGINEERING, Inc.Civil ∙ Site Development ∙ TransportationDrainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain300 Post Road, Warwick, RI 02888 0 300 0 33 FA; WWW.JOECASALI.CO0DRAINAGE
DETAILS
5
24" NYLOPLAST DRAIN BASIN DETAIL
NYLOPLAST SOLID COVER DETAIL
SEE PLAN
3:1
TOP OF SLOPE 3:1
TOP OF SLOPE
BOTTOM OF SLOPE
3:1
3:1
EXTEND CLASS "R-3" RIP-RAP TO
TOE OF DOWN STREAM SLOPE
FLOW
FRONT VIEW
SIDE VIEW
TOP OF SLOPE
CONCRETE SPILLWAY
SEE PLAN
GEOTEXTILE FILTER
FABRIC (MIRAFI 140N
OR APPROVED EQUAL)
GEOTEXTILE FILTER FABRIC (MIRAFI
140N OR APPROVED EQUAL)
15" DEEP RIP-RAP
(CLASS R-3; 4" TO 6" NOMINAL DIA.)
6-INCH-WIDE x 36-INCH-DEEP CAST-IN-PLACE
CONCRETE WEIR (LENGTH PER PLAN)
6" DEEP RIP-RAP BEDDING
(3 4" CRUSHED STONE)
BOTTOM OF EXPOSED WEIR
15" DEEP RIP-RAP
(CLASS R-3; 4" TO 6" NOMINAL DIA.)
6" DEEP RIP-RAP BEDDING
(3 4" CRUSHED STONE)
COMPACT NATIVE BACKFILL
OR COMMON BORROW TO 92%
MODIFIED PROCTOR
18" MIN.18" MIN.
BOTTOM OF CIP CONCRETE WEIR (EMBED
MIN. 12-INCHES INTO EMBANKMENT)
1% MINIMUM SLOPE
45° BEND
DOWNSPOUT
1' MAX.
FINISH GRADE
SCREEN DETAIL
FASTENER
WYE CONNECTION
DOWNSPOUT LEADER CONNECTION DETAIL
REDUCER FITTING
AS REQUIRED
COLLECTION PIPE
(SIZE PER PLAN)
GALVANIZED 1/4 INCH WIRE MESH
SCREEN PIPE CAP W/STAINLESS STEEL
HOSE CLAMP TO SECURE SCREEN
FINAL
BACKFILL
60"
30"
54"
48"
42"
36"
18"
24"
15"
12"
96"
56"
88"
80"
72"
64"
39"
48"
34"
30"
PIPE DIAM.MIN. TRENCH WIDTH
8"
10"
6"
4"
26"
28"
23"
21"
RECOMMENDED MINIMUM TRENCH WIDTHS
INITIAL
BACKFILL
HAUNCH
BEDDING
SUITABLE
FOUNDATION
HEAVY CONSTRUCTION
(75T AXLE LOAD) *
48"
60"
12"
24"54" - 60"
12" - 48"
PIPE DIAM.
SURFACE LIVE LOADING CONDITION
MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS
H-25
* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
NOTES:
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER.
AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER,
MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL
SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT
FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR
TO TOP OF RIGID PAVEMENT.
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM
OF RAILWAY TIE.
*** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE
TO ASTM F 2306 PIPE.
MIN. TRENCH WIDTH
(SEE TABLE)
4" FOR 12"-24" PIPE
6" FOR 30"-60" PIPE
6"
MIN. COVER TO
RIGID PAVEMENT, H
MIN. COVER TO
FLEXIBLE PAVEMENT, H
SPRINGLINE
DRAIN PIPE TRENCH INSTALLATION DETAIL
SHEET
DESIGNED BY:WMLJR
DRAWN BY:SEP/SD
CHECKED BY:JAC
DATE:APRIL 2025
PROJECT NO:19-19v
REVISIONS:
NO.DATE.DESCRIPTIONBECKER'S PACKAGE STORE55 ROUTE 28WEST YARMOUTH, MASSACHUSETTSAP 36, LOTS 77, 78 & 79OF 7Q:\19-19 Aharonian & Associates\19-19v Beckers Package Store\ACAD\Becker's Package Store [Working Plan] - R2_1_632_d4178aba.dwg Apr. 29, 2025 7:16amPRELIMINARY, NOT FOR
CONSTRUCTIONJCEJCEJOE CASALI ENGINEERING, Inc.Civil ∙ Site Development ∙ TransportationDrainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain300 Post Road, Warwick, RI 02888 0 300 0 33 FA; WWW.JOECASALI.CO0CIVIL
DETAILS I
6
HANDICAPPED
$50.00 FINE
TOWING ENFORCED
REQUIRED
CERTIFICATE
PARKING
VAN
NOTE:
SIGNS ARE TO CONFORM WITH THE MOST RECENT
EDITION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
* VAN ACCESSIBLE SIGNS FOR SPACES ADJACENT TO
THE 8' STRIPED ISLE.
SIGN NOTES:
1.SIGN POSTS SHALL BE GALVANIZED STEEL
U-CHANNEL (3 1/2" WIDE-MIN) AND INSTALLED
IN CONFORMANCE TO M.U.T.C.D. AND RHODE
ISLAND STANDARD SPECIFICATIONS.
2.POSTS SHALL BE DRIVEN TO A DEPTH OF 4
FEET (MIN).
3.THE EDGE OF THE SIGN SHALL BE 18" FROM
THE FACE OF THE CURB.
4.WITHIN SIDEWALK LOCATIONS THE SIGN POST
WILL BE INSTALLED WITHIN A 8"X8"X6" SQUARE
BOX FORM.8"6"
26"27"5"WHITE
2"6"
1
8
"
HANDICAP PAVEMENT MARKING
HANDICAP PARKING SIGNS
45°
3'
O
C
STRIPE
4" WHITE
5'11'18'SEE HANDICAP
PAVEMENT
MARKING DETAIL
THIS SHEET
PROPOSED HANDICAP
PARKING SIGN (TYP.)
(SEE DETAIL,THIS SHEET)
CONCRETE CURB
TRANSITION
HANDICAP PARKING STALLS
NOTE:
1.ALL HANDICAP PARKING AND SIGNAGE SHALL BE IN
ACCORDANCE WITH THE AMERICANS WITH DISABILITIES
ACT AND THE MASSACHUSETTS STATE BUILDING CODE.3'-0"3"
CENTER RAIL
2"
CONCRETE ENCASEMENT
(MIN. DEPTH = 3'-0")7'-0"3" CORNER
PULL POST
1'-0"
DOUBLE
GATE
NOTES:
1. DOUBLE GATE SHALL HAVE A LOCKING MECHANISM, DROP ROD, AND TRUSS ROD.
2. ALL FENCING MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT STANDARD SPECIFICATIONS.
3. FENCE MESH TO BE SECURED TO TOP RAIL AND CORNER POSTS USING TIE WIRES SPACED 12" ON CENTER.
4. PRIVACY SLATS TO BE INSTALLED AT THE COMPLETION OF CONSTRUCTION. PRIVACY SLATS SHALL BE GREEN AND SHALL
BE BOTTOM-LOCKING AS MANUFACTURED BY PDS FENCE PRODUCTS INC. OR APPROVED EQUAL.
FINISHED GRADE
HINGES
TENSION
WIRE
STRETCH
BAR
4" GATE
POST
8'-0" SWING GATE
15 8" O.D. PIPE FRAME
TOP RAIL
90° TURN90° TURN90° TURNCHAIN-LINK FENCE DETAIL
6" CONCRETE SLAB (4,000 PSI) WITH
HAUNCH, REINFORCED WITH 6 X 6 W 2.1 X
W2.1 W.W.F.
PITCH 1/4"/FOOT
6" GRAVEL BORROW
AA
PLAN VIEW
SECTION A-A
FINISH GRADE
CONTROL JOINT
(TYP.)
10'
10'
DUMPSTER PAD DETAIL
EXPANSION RESTRAINT
BAG REMOVAL
CATCH BASIN GRATE
REBAR FOR
SILTSACK
SILTSACK
FLOW FLOW
CATCH BASIN GRATE
Notes:
PLAN VIEW
SECTION VIEW
1.INSTALL SILTSACK IN PROPOSED CATCH BASINS. GRATE TO
BE PLACED OVER SILTSACK. SILTSACK SHALL BE INSPECTED
PERIODICALLY AND AFTER ALL STORM EVENTS AND
CLEANING OR REPLACEMENT SHALL BE PERFORMED
PROMPTLY AS NEEDED.
2.MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN
PERMANENTLY STABILIZED.
SILT SACK SEDIMENT TRAP
12'
CEMENT CONCRETE SIDEWALK
4" CEMENT CONCRETE SIDEWALK
8" GRAVEL BORROW
6x6 W2.1xW2.1 WELDED WIRE FABRIC
REGULATORY SIGN MOUNTING DETAIL
NOTES:
1.SHALL BE IN ACCORDANCE WITH ALL APPLICABLE TOWN OF N.
ATTLEBOROUGH AND MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS.
2.EDGE OF SIGN SHALL BE 1'-6" MIN. FROM EDGE OF CURB.
3.INSTALLATION TO BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
SHEET
DESIGNED BY:WMLJR
DRAWN BY:SEP/SD
CHECKED BY:JAC
DATE:APRIL 2025
PROJECT NO:19-19v
REVISIONS:
NO.DATE.DESCRIPTIONBECKER'S PACKAGE STORE55 ROUTE 28WEST YARMOUTH, MASSACHUSETTSAP 36, LOTS 77, 78 & 79OF 7Q:\19-19 Aharonian & Associates\19-19v Beckers Package Store\ACAD\Becker's Package Store [Working Plan] - R2_1_632_d4178aba.dwg Apr. 29, 2025 7:16amPRELIMINARY, NOT FOR
CONSTRUCTIONJCEJCEJOE CASALI ENGINEERING, Inc.Civil ∙ Site Development ∙ TransportationDrainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain300 Post Road, Warwick, RI 02888 0 300 0 33 FA; WWW.JOECASALI.CO0CIVIL
DETAILS II
7
BITUMINOUS CONCRETE PAVEMENT
NOTES:
1.IF UNSUITABLE MATERIALS ARE ENCOUNTERED AT SUBGRADE
ELEVATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER.
THE DEPTH OF UNSUITABLE MATERIAL TO BE REMOVED WILL
BE DETERMINED IN THE FIELD. THE CONTRACTOR SHALL
REMOVE AND PROPERLY DISPOSE THE UNSUITABLE MATERIALS
AND REPLACE WITH SUITABLE MATERIAL APPROVED BY THE
ENGINEER.
2.MINIMUM COMPACTION FOR GRAVEL BORROW SUB-BASE AND
SUBGRADE: 95% MODIFIED PROCTOR.
12" GRAVEL BORROW, PLACED
AND COMPACTED IN TWO,
UNIFORM LOOSE LIFTS
1.75" BITUMINOUS CONCRETE
SURFACE COURSE (CLASS 9.5)
2.25" BITUMINOUS CONCRETE
BASE COURSE (CLASS 12.5)
CONTRACTOR SHALL NOTIFY ENGINEER OF
ANY UNSUITABLE MATERIAL FOUND DURING
EXCAVATION. UNSUITABLE MATERIAL TO BE
REMOVED AND DISPOSED TO A DEPTH
DETERMINED IN THE FIELD BY THE ENGINEER.
ASPHALT TACK COAT
COMPACTED SUBGRADE
6'-0"1'-6"9"
3 1/2"
5/8"x2 1/4"
DOWEL SOCKET
7"
NORMAL
GUTTER LINE
1/2"Ø x 4" EPOXY COATED DOWEL 10"
6 1/2"1/2"160'-0"MAX.R=CIRCULAR CURB
1"
NOTES:
1. SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY OF ATTLEBORO AND
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
2. MINIMUM LENGTH OF STRAIGHT OR CIRCULAR FILLER PIECES TO BE 3'-0".
3. EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
4. CIRCULAR CURB IS REQUIRED ON CURVES WITH RADII OF 160'-0" OR LESS. STRAIGHT
CURB TO BE USED ON CURVES OF MORE THAN 160'-0" RADIUS.
5. EXPOSED EDGES TO HAVE A 3/4" CHAMFER.
PRECAST CONCRETE CURB
2 1/4"
6"
GUTTER LINE
1'-6"
3'-0"10"7"
1/2"
2 1/4"
Ø x
DOWEL SOCKET
5/8"
3 1/2"
9"
6 1/2"
(SEE NOTE 2)
NOTES:
1.SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY OF ATTLEBORO AND
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
2.DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION, FOR OTHER DIRECTION
USED OPPOSITE HAND AND INCLUDE A 1/2" Ø X 4" EPOXY COATED DOWEL.
3.EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
4.EXPOSED EDGES TO HAVE A 3/4" CHAMFER.
5.LEFT AND RIGHT SECTIONS SHALL BE INSTALLED AS REQUIRED.10"6'-0"
1'-6"
GUTTER LINE
6 1/2"
6"
2 1/4"
6"
9"
3 1/2"
5/8"
DOWEL
Ø x
2 1/4"
1/2"
7"
SOCKET
(SEE NOTE 2)
3'-0 PRECAST CONCRETE TRANSITION CURB 6'-0 PRECAST CONCRETE TRANSITION CURB
NOTES:
1.SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY OF ATTLEBORO AND
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
2.DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION. FOR OTHER DIRECTION
USE OPPOSITE HAND AND INCLUDE A 1/2-INCH Ø 4-INCH EPOXY COATED DOWEL.
3.EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
4.EXPOSED EDGES TO HAVE A 3/4-INCH CHAMFER.
LEGEND
COLOR BACKGROUND
COPY
M.U.T.C.D. SIGN NUMBER
SIGN
DIMENSION
WHITE
RED
R1-1
STOP
24"
24"WIDTH
HEIGHT
R5-1
30"
30"
RED
WHITE
DO
ENTER
NOT
RED
WHITE
RED
REGULATORY SIGN DETAILS