HomeMy WebLinkAbout2022-2 ROAD App Planner Report 011023 with attachments Page 1 of 4
T O W N O F Y A R M O U T H
1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-24451
Telephone (508) 398-2231, Ext. 1276, Fax (508) 398-2365
MEMORANDUM
To: Planning Board
From: Kathy Williams, Town Planner
Date: January 10, 2023
Subject: Planner Report - Revitalization Overlay Architectural District ROAD App #2022-2
1272, 1276 & 1282 Route 28, South Yarmouth MA
A. General Description: Ekaterina & Family LLC and Jay Imad, Trustee of the Cedars of Lebanon
Trust, have submitted a Revitalization Overlay Architectural District (ROAD) Application #2022-2 for
a modified redevelopment project at 1272, 1276 and 1282 Route 28, South Yarmouth, MA (Assessor
Map 60, Parcels 130, 131 & 132). The Planning Board reviewed a previous ROAD Application
(#2022-1) from this applicant back in June of 2022 which was ultimately withdrawn without prejudice.
The applicant has resubmitted the project to try to address comments received during the Planning
Board’s Public Hearing on this earlier application. The new plan has been modified to include the
parcel to the east (1272 Route 28) and reduces the size of the mixed-use building from 6,560 sf to
4,000 sf, and the number of pumps from 5 to 4. The mixed-use building was moved closer to the
road and would still have a convenience store and drive-thru on the first floor and four (4) residential
apartments on the second floor. The parking was relocated to the side/rear of the structure and
wider buffers with more landscaping and irrigation have been proposed. The project also includes
various site and utility improvements. The combined lots total 1.14 acres and currently contain five
cottages, a convenience store and two gas pumps with canopy.
B. Process: Section 411 – ROAD Bylaw, allows for zoning flexibility in exchange for a high standard of
site and building design. The Planning Board serves as the Design Review Authority for ROAD
projects and is tasked with ensuring the project substantially adheres to the Yarmouth Architectural
and Site Design Standards (Design Standards). If the Planning Board approves the ROAD District
Development Plan, the applicant can submit for a Special Permit from the ZBA rather than
requesting any Variances, which are more difficult to obtain.
Within 45-days of submission, the Planning Board needs to issue their decision on the ROAD District
Development Plan after having a Public Hearing. The application was submitted on September 29,
2022; however, two extensions have been authorized by the applicant totaling 74-days, extending
the deadline to January 25, 2023. Failure to act by January 25th results in disapproval without
prejudice unless the timeline is further extended. The Public Hearing is scheduled for January 18,
2023. The attached Public Hearing Notice was published in the Cape Cod Times on January 3rd and
10th and notification to abutters within 300’ of all three properties was sent on January 6th. Approval
of a ROAD District Development Plan requires a majority vote (4 out of 7).
C. Review Criteria: When considering approval of a ROAD District Development Plan, the Planning
Board shall consider the following criteria, standards, objectives and recommendations as outlined in
Planning
Division
Page 2 of 4
Planning Board
Planner Report – ROAD 2022-2 – 1272, 1276 & 1282 Route 28
January 10, 2023
Section 411.5.1 and have been summarized below. Please note a proposal need not satisfy all
criteria in order to receive approval.
1. Site Plan Review Objectives: related to adequate internal circulation/egress and traffic safety;
reasonable measures taken to reduce parking visibility from public ways; adequate fire and
service equipment access; adequate utilities, drainage, and fire protection; and minimize removal
of existing trees within the buffer zones.
2. Design Review Objectives: related to improving aesthetic quality of buildings and sites; promote
attractive and viable commercial districts; preserve the pattern of the neighborhood; encourage
public amenities; Cape Cod architectural styles using traditional building materials and muted
colors; and internal parking circulation to reduce curb cuts, improve landscaping and traffic flow,
allow for proper turning radius and parking space, encourage pedestrian uses and access, screen
trash receptacles, and minimize any accessory signage.
3. ROAD Goals, Purpose & Objectives: provides zoning flexibility and incentives to encourage
business opportunities and redevelopment while preserving and enhancing our historic
community; promotes quality redevelopment through design standards; requires the project to
substantially adhere to the Design Standards as determined by the Planning Board; and adheres
to the intent and purposes of the underlying zoning.
4. Economic Benefits of the Proposed Project.
5. SPR and CECD Recommendations.
6. Supplementary ROAD District standards: related to the quality of aesthetic and architectural
styles; color and materials; balances economic growth and employment with protection of the
natural environment; the benefits of the ROAD project shall outweigh its detriments; and the
benefits of any deviation or relief from the underlying zoning bylaw shall outweigh any detriments
as determined by the Planning Board.
D. Other Committee Comments:
1. Community & Economic Development Committee: The CEDC reviewed this modified project at
their meeting on October 11, 2022 and voted to recommend the project to the Planning Board due
to its economic benefits. Refer to the attached October 12, 2022 Memo from CEDC.
2. Site Plan Review (SPR): Most of the comments in the attached September 20, 2022 SPR
Comment Sheet are related to other permits or regulatory requirements that the Applicant needs
to adhere to and will be addressed during permitting for the project. Edits were made to the
submitted plans to address design related SPR comments including adding more trees,
eliminating the parking space in front of the building, eliminating the duplicate 5’ walkway in front
of the building and adding more landscape buffers, eliminating the benches along the drive-thru,
reduction in the pavement around the gas pumps allowing for the expansion of the eastern buffer,
elimination of the strip of 3’ sidewalk by the employee parking, relocation of the loading area
closer to the building, inclusion of 8’ wooden privacy fence and no-smoking signs by the
playground. Still of concern is the excessive level of footcandles under the canopy (as high as
77.5 footcandles) and exceeding the limit of 0.05 footcandles adjacent to residential zones.
3. Design Review Committee (DRC) & Architectural and Site Design Standards (Design Standards):
The DRC reviewed this project on October 18, 2022 in an advisory capacity (see the attached
DRC Comment Sheet). The DRC was appreciative of the modifications the Applicant made to the
project including the relocation of the building closer to the street, the reduction in the size of the
building and number of pumps, wider vegetated buffers with irrigation and inclusion of the third lot.
Ultimately, the DRC felt all of the Siting and Building Strategies were either Not Applicable (N/A)
or Meets Standards. In their specific comments, the DRC did note the following which could be
included as conditions:
Page 3 of 4
Planning Board
Planner Report – ROAD 2022-2 – 1272, 1276 & 1282 Route 28
January 10, 2023
Include more variety in tree species with fewer red maples.
Reduce footcandles under the gas pump canopy to a maximum of 20 footcandles and
reduce footcandles to 0.05 footcandles at the property line abutting residentially zoned
properties.
E. Bylaw Relief: Although the Planning Board is not granting any waivers, they need to review the
benefits of any relief requested compared to any detriments. It should be noted that as previously
developed sites, the properties currently have grandfathered non-conformities. Per Zoning Bylaw
Section 301 – Parking and Loading Requirements, redevelopment projects like this need to meet the
requirements of this section or secure a Special Permit from the Board of Appeals showing that they
have met the requirements to the maximum extent feasible.
Per the SPR Comments and the Narrative included in the application materials, the following relief in
the form of a Special Permit will be required providing all mandatory sections of 411 are met.
Building front setback, section 203.5
In lot trees, section 301.4.6 (1 short)
Drive through buffer distance to residential zone of 100’, section 301.8.
Front landscape buffer width, section 301.4.4.
A12, multifamily use, table 202.5 (with no more than 50% of total building floor area being
used for residential)
H6, gas station use, table 202.5.
Curb cut shown at 30’, section 301.4.3
Signs on front and right-side elevations, section 303.5.5
F. Options: Depending upon the deliberations of the Board, they may wish to approve or deny the
ROAD Application #2022-2 but will need to provide some findings or reasoning for whichever
decision is made.
1. Approval: The Planning Board could make a motion to approve ROAD Application #2022-2
submitted for 1272, 1276 & 1282 Route 28, South Yarmouth with the following conditions:
a. Include more variety in tree species with fewer red maples.
b. Reduce footcandles under the gas pump canopy to a maximum of 20 footcandles and
reduce footcandles to 0.05 footcandles at the property line abutting residentially zoned
properties.
Some findings of the Board could include:
a. results in economic benefits to the Town and is recommended by the Community &
Economic Development Committee.
b. the building will be mixed-use, making use of a second story for housing (top of shop).
c. the Design Review Committee and the Planning Board have both determined that the
project substantially adheres to the applicable sections of the Yarmouth Architectural and
Site Design Standards.
d. improves the aesthetics of the buildings using cape cod style architecture, traditional
looking building materials and muted colors.
e. promotes an attractive and viable commercial district.
f. improves the buffering along the public way with wider buffers with additional landscaping
and fewer curb cuts.
g. the site provides adequate internal circulation/egress and pedestrian access.
h. the benefits of the project outweigh the detriments resulting from the requested relief being
through a Special Permit.
Page 4 of 4
Planning Board
Planner Report – ROAD 2022-2 – 1272, 1276 & 1282 Route 28
January 10, 2023
2. Denial: The Planning Board could make a motion to deny ROAD Application #2022-2 submitted
for 1272, 1276 & 1282 Route 28, South Yarmouth. However, the Board would need to clearly
document the reasons why the application is being denied.
Attachments:
Public Hearing Notice
Aerial Map
October 12, 2022 Memo from CEDC
October 18, 2022 Design Review Committee (DRC) Comment Sheet
ROAD Application Form:
o ROAD Application Form
o Project Narrative
o September 20, 2022 Site Plan Review Comments
o Existing Conditions Plan: Prepared by Borderland Engineering, Inc, dated December 7, 2021
o Site Plans: All plans prepared by Choubah Engineering Group, dated September 26, 2022:
Cover Sheet
Demolition and Erosion & Sediment Control Plan
Erosion Control Details & Notes
Site Layout & Fuel Truck Access Plan
Grading & Drainage Plan
Utility Plan
Sewage System – Profile & Sections
Landscape Layout & Fire Apparatus Access Plan
Lighting Plan
Site Details #1
Site Details #2
Site Details #3
Underground Fuel Storage Tanks Details
o Architectural Plans: All plans prepared by Choubah Engineering Group, dated September 26, 2022:
Proposed 1st Floor Layout
Proposed 2nd Floor Layout
Proposed Front & Left Side Building Elevations
Proposed Rear & Right Side Building Elevations
Canopy Elevations & Details
Architectural Renderings #1
Architectural Renderings #2
TO: Yarmouth Planning Board
FROM: Community and Economic Development Committee (CEDC)
SUBJECT: 1272, 1276, and 1282 Route 28 ROAD Application
DATE: October 12, 2022
The Yarmouth Community and Economic Committee recently met to discuss the ROAD
application for the properties located at 1272, 1276 and 1282 Route 28. The committee was
presented details by project proponents and voted to recommend to the Planning Board that the
project presents economic benefits to the Yarmouth community.
It was noted that this project will create eight additional jobs in Yarmouth, with some being full
time positions with benefits. The new residential units above the commercial space also present
a benefit to the town, as mixed-use projects help address community housing needs without
eroding the town’s commercial property stock. And finally, the additional tax revenue the town
will realize from this project is estimated at an annual increase of $27,500 which presents
monetary benefits for the Town.
Thank you for the opportunity to comment and please let us know if you have any questions.
T O W N O F Y A R M O U T H
1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4492
Telephone (508) 398-2231, Ext. 1277, Fax (508) 398-2365
Department of
Community
Development
LOCUS MAPNOT TO SCALENPROPOSED GASOLINE FILLING STATION & MIXED-USE BUILDING WITHDRIVE-THRU AT 1272, 1276 & 1282 ROUTE 28, SOUTH YARMOUTH, MA112 STATE ROAD, NORTH DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.SEPTEMBER 26, 2022PROJECT N° 20-586PREPARED BY:Prepared For:EKATERINA & FAMILY, LLC1282 ROUTE 28SOUTH YARMOUTH, MAMHALIM A.CHOUBAHOFETLAHTTSEUHCASSAOMMO
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WDRRREETELAEGFSEINNGINE
E No.38736OISSRPOC
SCIVILINDEX OF DRAWINGSSHEET DESCRIPTION1. COVER SHEET2. DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN3. EROSION CONTROL DETAILS & NOTES4. SITE LAYOUT & FUEL TRUCK ACCESS PLAN5. GRADING AND DRAINAGE PLAN6. UTILITY PLAN7. LANDSCAPE LAYOUT & FIRE APPARATUS ACCESS PLAN8. LIGHTING PLAN9. SITE DETAILS #110. SITE DETAILS #211. SITE DETAILS #312. UNDERGROUND FUEL STORAGE TANKS DETAILS13. PROPOSED 1st FLOOR LAYOUT14. PROPOSED & 2nd FLOOR LAYOUT15. PROPOSED FRONT & LEFT SIDE BUILDING ELEVATIONS16. PROPOSED REAR & RIGHT SIDE BUILDING ELEVATIONS17. CANOPY ELEVATIONS & DETAILS18. ARCHITECTURAL RENDERINGS - 119. ARCHITECTURAL RENDERINGS - 21. OF 1. EXISTING CONDITIONS (BORDERLAND ENGINEERING INC.)
KRONREYBURN REYBURN ALIBRIOSheet Number: 2 OF 19 DEMOLITIONAND EROSION &SEDIMENT CONTROL PLAN01"=20' SCALE IN FEET10204080LOCUS MAPNOT TO SCALENSheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MAR O U T E 28 S T A T E H I G H W A YEXISTINGREQUIREDZONING CRITERIA1272, 1276 & 1282 ROUTE 28, SOUTH YARMOUTH, MAZONING ANALYSIS TABLE (B-2) BUSINESS 2 &(HMOD1) HOTEL/MOTEL OVERLAY DISTRICT 1
Sheet Number: 3 OF 19EROSION CONTROLDETAILS & NOTESSECTION VIEWISOMETRIC VIEWPROFILE VIEW OF INSTALLEDFILTER SACKTO BE USED IN EXISTING RIGHT OF WAYLOOPS SIZED FOR 1"REBAR. LIFT FILTERBAG FROM INLETUSING REBAR FORHANDLES.GEOTEXTILE BAGOVERFLOW HOLES1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTLOOPS SIZED FOR 1"REBAR. USE REBAR FORA HANDLE TO EMPTYFILTER SACK AT ASEDIMENT COLLECTIONLOCATION.FINISHGRADESECURE LIFTING LOOPS TO ORUNDER SURROUNDING SURFACE.INLET GRATELOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPERTIESTEST METHODGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491TEST METHODGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITY2"X2"X3/4" RUBBERBLOCK (TYP)1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491UNITS300 LBS20 %120 LBS800 PSI120 LBS80 %40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPERTIESUNITS265 LBS20 %135 LBS420 PSI45 LBS90 %20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -11. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSIONRESTRAINT CAN NO LONGER BE SEEN.2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETSOR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE.3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHENOIL SPILLS ARE A CONCERN.4. INSPECT PER REGULATORY REQUIREMENTS.5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTHOF THE GRATED INLET BOX.6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHESAND 36 INCHES7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDELENGTH OF THE GRATED INLET BOX.DO NOT USE IN PAVED AREAS WHERE PONDINGMAY CAUSE TRAFFIC HAZARDS.DEPTH = DCONSTRUCT SILT FENCE AND STRAW WATTLES AROUND PERIMETER OF STOCKPILE6" MIN.LAPNATIVE SOILTOE-IN METHODSBACKFILLPERSPECTIVE OF FENCEFLOW1SLATFILTERFABRICBACKFILLPOSTSLATFILTER FABRICBACKFILLSILT FENCE(3' WIDE) FABRIC3POSTPOSTDETAIL OF POST ATTACHMENT(PRE-ASSEMBLED PRIOR TO INSTALLATION)1:3 MAXIMUM SLOPEWOOD OR PLASTIC SLATSTAPLED THROUGH FABRICTO POST1-1/2" x 1-1/2" POSTFABRIC24" MIN. STAKEDEPTHSOIL4' O.C. TYP.TRENCHSTAKE WITHIN 2' OF ENDSSLOPESURFACEAEC PREMIER STRAW WATTLEOR EQUALWOOD STAKE2'FLOWOVERLAP ENDSPLAN VIEWFLOW35' MAXIMUM
12" MIN.
(12" MAX IN
ROCKY SOIL)
24" MIN.
12" MIN. DIAMETER
24" MINIMUM DOWN SLOPE2"Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA
KRONREYBURN REYBURN ALIBRIODO NOTENTERDRIVE
THRU
LANE
ESCAPE
LANELOADING ZONESTOPSTOPLOCUS MAPNOT TO SCALENSheet Number: 4 OF 19 SITE LAYOUT&FUEL TRUCK ACCESS PLAN01"=20' SCALE IN FEET80402010PARKING DATASheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MASIGN TYPE(#) / SIZE ALLOWEDPROPOSEDSIGNAGE TABLEPER YARMOUTH MA ZONING BYLAWSEXISTINGREQUIREDZONING CRITERIA1272, 1276 & 1282 ROUTE 28, SOUTH YARMOUTH, MAZONING ANALYSIS TABLE (B-2) BUSINESS 2 &(HMOD1) HOTEL/MOTEL OVERLAY DISTRICT 1PROPOSEDAll lengths in feet(60.42' )42'12.25'10.25' 4.5' 6.67'8.17'10.42'8.77'1.17'1.83'2.58'17.08'20.47'37.25'14.92'4.33'31.88'4.08'4.67'
KRONREYBURN REYBURN ALIBRIODO NOTENTERLOADING ZONE 5 OF 19GRADING & DRAINAGEPLANLOCUS MAPNOT TO SCALEN01"=20' SCALE IN FEET10204080Sheet Number:Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA
KRONREYBURN REYBURN ALIBRIOLOCUS MAPNOT TO SCALEN01"=20' SCALE IN FEET80402010 6 OF 19UTILITY PLANSheet Number:Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA
KRONREYBURN REYBURN ALIBRIODO NOTENTERDRIVE
THRU
LANE
ESCAPE
LANELOADING ZONESTOPSTOPLANDSCAPE LAYOUT&FIRE APPARATUS ACCESSPLAN01"=20' SCALE IN FEET10204080Sheet Number: 7 OF 191. ··LAWN SEED MIX:RUGBY II LS HYBRID BY NORTHEAST NURSERY, INC.20% SPYDER LS TURF TYPE TALL FESCUE20% SCREAMER LS TURF TYPE TALL FESCUE20% FIRECRACKER LS TURF TYPE TALL FESCUE15% TITANIUM LS TURF TYPE TALL FESCUE20% LATERAL SPREAD BLEND PERENNIAL RYEGRASS BLENDS05% FAHRENHEIT 90 HYBRID BLUEGRASSREFER TO NURSERY'S REQUIRED SEED RATE1. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.2. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL.3. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL.4. TOP OF ROOTBALL TO BE SET 2" ABOVE FINISH SURROUNDING FINISH GRADE.5. REVIEW STAKING OPTIONS WITH LANDSCAPE CONTRACTOR PER SITE CONDITIONSSheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA
Sheet Number: 8 OF 19LIGHTING PLANSheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA
0.00000Reg.CO-BRAND LOGOJAY-MART0.00000DeiselLOW GAS PRICESJAY-MARTJAY-MARTCO-BRANDLOGO12"RESERVEDPARKINGVANACCESSIBLE12"(SEE BOLLARDDETAIL)NOTES:1. REFLECTIVE WHITE BACKGROUNDGREEN LETTERING AND SYMBOLLETTERING MINIMUM 1" HEIGHT2. SIGN TO BE MOUNTED ON 2" METAL POSTCENTERED ON 6" CONCRETE BOLLARD.USE CAULKING @ THE CONNECTION POINT3. ONE SIGN PER ACCESSIBLE SPACE.48"
6"18"
7'-0" ABOVE GROUND
SITE DETAILS #1Sheet Number: 9 OF 19Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA
SITE DETAILS #2Sheet Number: 10 OF 19Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA
SITE DETAILS #3Sheet Number: 11 OF 19Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA¾¾
UNDERGROUND FUELSTORAGE TANKS DETAILSSheet Number: 12 OF 19Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY,LLC1282 ROUTE 28SOUTH YARMOUTH, MA
LOTTERY COUNTER PROPOSEDCOFFEE SHOP AREAAPPROX. 1,200± S.F.AUTOMATIC DRIVETHRU WINDOWSPRINKLER ROOMUP
10'13'-6"UP30'3'-6"39'-6"7'7'-10"4'-6"4'-6"4'-6"5'-6"12'12'11'16'-9"4'-6"4'-6"4'-4"4'-4"1'-8"11'9'18'-10"4'-6"4'-6"4'-6"3'-8"12'2'22'-6"2'29'-4"
67'-10"
4'-8"4'-6"5'-10"4'-6"5'-10"5'-10"4'-6"5'-10"4'-6"4'-10"5'-10"9'PROPOSEDCONVENIENCE STOREAPPROX. 2,550± S.F.INVENTORY DEPLETING,REUSE EXISTINGKIOSKPOS
1422
O-T
10"WOMENMEN7'-6"6'7'-6"6'STORAGE/UTILITYROOM18" WALL GONDOLAOFFICE4'-6"7'-6"CASHIER COUNTERFLIP-UP
GATE
12'-8"9'WALK-IN COOLER
(9)-30" ALUMINUM & GLASS DISPLAY DOORS &
(1)-36" ALUMINUM & GLASS LOADING DOOR WALK-INFREEZER(3)-26" ALUM. &GLASS DISPLAYDOORSWALK-IN COOLER
(7)-30" ALUMINUM & GLASS DISPLAY DOORS &
(1)-36" ALUMINUM & GLASS LOADING DOOR 13'-10"8'20'-10"42'-9"2'-4"36'6'-2"7'
3'7'-10"3'-6"3'-6"5'3'3'6'4'3'3'3'3'-9"5'5'6'
6'-9"5'
5'21'-8"5' HALLWAY
APPROX. LOCKBOX LOCATIONPER YARMOUTHFIRE DEPT.Sheet Number: 13 OF 19PROPOSED 1stFLOOR LAYOUTSheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY, LLC1282 ROUTE 28SOUTH YARMOUTH, MAMHALIM A.CHOUBAHOFETLAHTTSEUHCASSAOMMO
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SCIVILCERAMIC TILENOTE: ALL FINISHED STYLES AND COLORS TO BE DETERMINED BY OWNER FOR COFFEE SHOP FINISH SCHEDULE REFER TO COFFEE SHOP PLANS.ACOUSTICAL PANEL CEILINGACOUSTICAL PANEL CEILINGACOUSTICAL PANEL CEILINGCERAMIC TILEFIRST FLOOR FINISH SCHEDULECERAMIC TILECERAMIC TILECERAMIC TILESALES AREASROOM NAMEBATHROOMSUTILITY &SPRINKLER ROOMSTORAGEFLOORCEILINGTYPE "X" GYPSUM BOARD W/ PLASTER FINISH (TYPICAL)TYPE "X" GYPSUM BOARD W/ PLASTER FINISH (TYPICAL)TYPE "X" GYPSUM BOARD W/ PLASTER FINISH (TYPICAL)WALLSACOUSTICAL PANEL CEILINGSMOOTH PLASTIC CEILING TILESCERAMIC TILE w/NON-ABSORBENT GROUTCOFFEE SHOPCERAMIC TILE w/ NON-ABSORBENT GROUTPROPOSED 1st FLOOR LAYOUTSCALE: 1/4"=1'-0"BUILDING IS EQUIPPED WITH ANAUTOMATIC FIRE SPRINKLERSYSTEM PER STATE & LOCAL FIREPREVENTION & BUILDING CODES.
KITCHENLIVING ROOMBEDROOM #1132 S.F.BEDROOM #2150 S.F.10'-10"12'-6"11'12'-6"CLOSET 18 S.F.CLOSET 23 S.F.BATH11'5'CLOSET CLOSET CLST5'-8"5'-5"16'-10"20'-0"16'-10"20'-0"
CLOSET 23 S.F.CLOSET 15.5 S.F.BEDROOM #2150 S.F.BEDROOM #1138 S.F.BATH11'5'11'11'12'-6"UTILITYUTILITY5'-8"5'-5"LIVING ROOMKITCHENCLOSET CLOSETUNIT #1800 S.F.UNIT #2880 S.F.UNIT #3830 S.F.UNIT #4830 S.F.KITCHENLIVING ROOMKITCHENLIVING ROOMUTIL.CLOSET14 S.F.CLOSET 18.5 S.F.BEDROOM #1156 S.F.BEDROOM #2158 S.F.12'-8"12'-6"12'-8"12'-2"4'-6"3'5'9'-4"BATH4' HALLWAY4' HALLWAY4' HALLWAY
26'-6"14'-10"7'-2"3'-8"3'-6"CLSTCLST10'14'-4"10'13'-10"CLOSET 15 S.F.CLOSET 14 S.F.BEDROOM #2140 S.F.BEDROOM #1127 S.F.23'16'-2"5'12'-2"UTILITYBATH3'-9"7'-2"DOWN
DOWN
7'-6"7'-6"7'-6"7'-6"8'-2"30'2'-4"41'-11"4'-4"3'-6"7'-10"3'-6"8'-4"3'-6"7'-10"3'-2"6'-2"3'-6"6'-2"15'-10"3'-8"11'5'-6"20'-2"36'23'
11'-4"9'-8"2'9'-6"3'-6"12'-6"3'-6"7'36'4'3'-6"8'-4"25'-10"8'-10"3'-6"4'-6"8'-10"
70'-10"
3'-6"21'19'-9"2'42'-9"4'3'-6"9'3'-3"3'PROPOSED 2nd FLOOR LAYOUTSCALE: 1/4"=1'-0"CERAMIC TILENOTE: ALL FINISHED STYLES AND COLORS TO BE DETERMINED BY OWNERCERAMIC TILESECOND FLOOR FINISHED SCHEDULECERAMIC TILEHARDWOODFLOORINGKITCHENROOM NAMELIVING ROOMBATHROOMBEDROOMFLOORCEILINGTYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)TYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)TYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)WALLSTYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)TYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)HARDWOODFLOORINGTYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)TYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)HALLWAYTYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)CARPETTYPE "X" GYPSUM BOARD W/PLASTER FINISH (TYPICAL)Sheet Number: 14 OF 19PROPOSED 2ndFLOOR LAYOUTSheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY, LLC1282 ROUTE 28SOUTH YARMOUTH, MAMHALIM A.CHOUBAHOFETLAHTTSEUHCASSAOMMO
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SCIVILBUILDING IS EQUIPPED WITH ANAUTOMATIC FIRE SPRINKLERSYSTEM PER STATE & LOCAL FIREPREVENTION & BUILDING CODES.
LOW GAS PRICESJAY-MARTPROPOSED 2'x5'-6" EXTERNALLYILLUMINATED WALL SIGN (16 S.F.)12'8'11'-6"33'-10"1st FLOOR1st FLOOR CEILING2nd FLOOR2nd FLOOR CEILINGROOF RIDGEANDERSEN 400 TILT WASHDBL-HUNG w/ 5/8" EXT. GRIDOR APPROVED EQUALCEDAR SHINGLE SIDINGOXFORD-GRAYARCHITECTURALASPHALT SHINGLES (HERITAGE SERIES)2'-6" CULTURED STONE VENEER BASE(WEATHERED FIELD STONE)WITH BLUE STONE CAP11'6'-8"
20'-6"PVC WRAPPED 8"x8"P.T. COLUMN ONCULTURED STONEVENEER BASEFAUX WINDOWS8'-6"OXFORD-GRAYARCHITECTURALASPHALT SHINGLES(HERITAGE SERIES)WHITE ALUM. 6" "K"STYLE GUTTERCOVERED ENTRYWHITE ALUM. 6" "K"STYLE GUTTER1x10 PVC SUB RAKE BOARDCOLOR: BRILLIANT WHITE1x4 CROWN PVC FRIEZECOLOR: BRILLIANT WHITE1x4 PVC RAKE BOARDCOLOR: BRILLIANT WHITE1x12 PVC SUB FRIEZECOLOR: BRILLIANT WHITECOPPER ROOFED PVC CUPOLACAPE COD CUPOLA STANDARDUNIT W/ 4/4 LITE PATTERN ALL SIDESCOLOR B.M. BRILLIANT WHITECOPPER ROOFED PVC CUPOLACAPE COD CUPOLA STANDARDUNIT W/ 4/4 LITE PATTERN ALL SIDESCOLOR B.M. BRILLIANT WHITEWHITE ALUM. LOUVERWITH PVC SURROUNDCOLOR: B. M. BRILLIANT WHITEPROPOSED 2'x5'-6" EXTERNALLYILLUMINATED WALL SIGN (16 S.F.)(SEE DETAILS SHEET #10)CO-BRANDLOGO12'8'10'-6"32'-10"1st FLOOR1st FLOOR CEILING2nd FLOOR2nd FLOOR CEILINGROOF RIDGEPROPOSED AUTOMATICDRIVE-THRU WINDOWPROPOSED AWNING WITHSEAM METAL ROOF (TYP.)ANDERSEN 400 TILT WASHDBL-HUNG w/ 5/8" EXT. GRIDOR APPROVED EQUALCEDAR SHINGLE SIDINGOXFORD-GRAYARCHITECTURALASPHALT SHINGLES (HERITAGE SERIES)COPPER ROOFED PVC CUPOLACAPE COD CUPOLA STANDARDUNIT W/ 4/4 LITE PATTERN ALL SIDESCOLOR B.M. BRILLIANT WHITESTEEL EGRESS DOORFAUX WINDOWSPVC WRAPPED 8"x8" P.T. COLUMNON CULTURED STONE VENEER BASE3'3' OVERHANG32'-10"
10'-6"8'12'1st FLOOR1st FLOOR CEILING2nd FLOOR2nd FLOOR CEILINGROOF RIDGE3' STEEL EGRESSDOOR TO 2nd FLOORCOVERED ENTRYHARDI-PLANK SIDINGAPPLIED AT 5" EXPOSUREMAIN BODY COLOR: LIGHT MISTOXFORD-GRAYARCHITECTURALASPHALT SHINGLES(HERITAGE SERIES)ANDERSEN 400 TILT WASHDBL-HUNG w/ 5/8" EXT. GRIDOR APPROVED EQUAL1x10 PVC SUB RAKE BOARDCOLOR: BRILLIANT WHITE1x4 CROWN PVC FRIEZECOLOR: BRILLIANT WHITE1x12 PVC SUB FRIEZECOLOR: BRILLIANT WHITE1x4 PVC RAKE BOARDCOLOR: BRILLIANT WHITEWHITE ALUM. 6" "K"STYLE GUTTERWHITE ALUM. LOUVERWITH PVC SURROUNDCOLOR: B. M. BRILLIANT WHITESheet Number: 15 OF 19PROPOSED FRONT& LEFT SIDEBUILDING ELEVATIONSSheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY, LLC1282 ROUTE 28SOUTH YARMOUTH, MAMHALIM A.CHOUBAHOFETLAHTTSEUHCASSAOMMO
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SCIVILPROPOSED FRONT BUILDING ELEVATION (ROUTE 28)SCALE: 3/16"=1'-0"PROPOSED LEFT SIDE BUILDING ELEVATIONSCALE: 3/16"=1'-0"
LOW GAS PRICESJAY-MART3'12'8'10'-6"32'-10"COPPER ROOFED PVC CUPOLACAPE COD CUPOLA STANDARDUNIT W/ 4/4 LITE PATTERN ALL SIDESCOLOR B.M. BRILLIANT WHITE1x8 PAINTED PVCCORNER BOARD (WHITE)1st FLOOR1st FLOOR CEILING2nd FLOOR2nd FLOOR CEILINGROOF RIDGEDECORATIVE WOODMOLDING (COLOR: WHITE)OXFORD-GRAYARCHITECTURALASPHALT SHINGLES (HERITAGE SERIES)CEDAR SHINGLE SIDINGWHITE ALUM. 6" "K"STYLE GUTTER1x8 PAINTED PVCCORNER BOARD (WHITE)3' OVERHANG1x6 PAINTED PVCWINDOW CASING2'-6" CULTURED STONE VENEER BASE(WEATHERED FIELD STONE)WITH BLUE STONE CAPPROPOSED AWNINGWITH SEAM METALROOF (TYP.)ANDERSEN 400 TILT WASHDBL-HUNG w/ 5/8" EXT. GRIDOR APPROVED EQUALWHITE ALUM. 6" "K"STYLE GUTTER1x10 PVC SUB RAKE BOARDCOLOR: BRILLIANT WHITE1x4 CROWN PVC FRIEZECOLOR: BRILLIANT WHITE1x12 PVC SUB FRIEZECOLOR: BRILLIANT WHITE1x4 PVC RAKE BOARDCOLOR: BRILLIANT WHITEWHITE ALUM. LOUVERWITH PVC SURROUNDCOLOR: B. M. BRILLIANT WHITEPVC WRAPPED 8"x8" P.T. COLUMNON CULTURED STONE VENEER BASE3' STEEL EGRESSDOOR TO 2nd FLOOR3' STEEL EGRESSDOOR TOSPRINKLER ROOMHARDI-PLANK SIDINGAPPLIED AT 5" EXPOSUREMAIN BODY COLOR: LIGHT MISTFIREAPPROX. LOCK BOX LOCATIONPER YARMOUTH FIRE DEPT.PROPOSED KNEE WALL TO HIDE& SOUNDPROOF ROOF TOPMECHANICAL UNITSCOPPER ROOFED PVC CUPOLACAPE COD CUPOLA STANDARDUNIT W/ 4/4 LITE PATTERN ALL SIDESCOLOR B.M. BRILLIANT WHITEANDERSEN 400 TILT WASHDBL-HUNG w/ 5/8" EXT. GRIDOR APPROVED EQUALCEDAR SHINGLE SIDINGWHITE ALUM. 6" "K"STYLE GUTTEROXFORD-GRAYARCHITECTURALASPHALT SHINGLES(HERITAGE SERIES)1x8 PAINTED PVCCORNER BOARD (WHITE)PROPOSED AUTOMATICDRIVE-THRU WINDOWPROPOSED AWNINGWITH SEAM METALROOF (TYP.)11'6'-8"
33'-10"
11'-6"8'12'1st FLOOR1st FLOOR CEILING2nd FLOOR2nd FLOOR CEILINGROOF RIDGE2'-6" CULTURED STONE VENEER BASE(WEATHERED FIELD STONE)WITH BLUE STONE CAP20'-6"PVC WRAPPED 8"x8"P.T. COLUMN ONCULTURED STONEVENEER BASEWHITE ALUM. LOUVERWITH PVC SURROUNDCOLOR: B. M. BRILLIANT WHITEOXFORD-GRAYARCHITECTURALASPHALT SHINGLES (HERITAGE SERIES)CEDAR SHINGLE SIDINGCOPPER ROOFED PVC CUPOLACAPE COD CUPOLA STANDARDUNIT W/ 4/4 LITE PATTERN ALL SIDESCOLOR B.M. BRILLIANT WHITEPROPOSED "REVERSE"DORMER INSETINTO ROOF LINE8'-6"HARDI-PLANK SIDINGAPPLIED AT 5" EXPOSUREMAIN BODY COLOR: LIGHT MISTSheet Number: 16 OF 19PROPOSED REAR& RIGHT SIDEBUILDING ELEVATIONSSheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY, LLC1282 ROUTE 28SOUTH YARMOUTH, MAMHALIM A.CHOUBAHOFETLAHTTSEUHCASSAOMMO
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SCIVILPROPOSED REAR BUILDING ELEVATIONSCALE: 3/16"=1'-0"PROPOSED RIGHT SIDE BUILDING ELEVATIONSCALE: 3/16"=1'-0"
21'-6"11'-3"11'-3"9'-9"30'9'-9"14'14'14'9'-9"27'9'-9"50'44'52'-6"42'MPDMPDMPDMPD PROPOSED OVERHEAD CANOPYPROPOSED POSITIVE LIMITING BARRIEROVERHEAD CANOPYPROPOSED POSITIVE LIMITING BARRIER
MULTI-PRODUCTFUEL DISPENSER(3+1 W/ DIESEL)CONCRETE ISLAND(3' x 26.5' TYPICAL)WRAPPED STEELCOLUMN WITH PVCRAISED PANELS6" STEEL SAFETYBOLLARD ONE EACHSIDE(SEE DETAILS)WRAPPED STEELCOLUMN WITH PVCRAISED PANELSMULTI-PRODUCTFUEL DISPENSER(3+1 W/ DIESEL)6" STEEL SAFETYBOLLARD ONE EACHSIDE(SEE DETAILS)MULTI-PRODUCTFUEL DISPENSER(3+1 W/ DIESEL)CONCRETE ISLAND(3' x 26.5' TYPICAL)WRAPPED STEELCOLUMN WITH PVCRAISED PANELS6" STEEL SAFETYBOLLARD ONE EACHSIDE(SEE DETAILS)WRAPPED STEELCOLUMN WITH PVCRAISED PANELSMULTI-PRODUCTFUEL DISPENSER(3+1 W/ DIESEL)6" STEEL SAFETYBOLLARD ONE EACHSIDE(SEE DETAILS)CLEARANCE20'-6"14'-6"10'30'6'10'6" STEEL SAFETYBOLLARD ONEEACH SIDE(SEE DETAILS)PROPOSED CANOPYFOOTING (TYPICAL)PROPOSED 2'-6"' X 5'CONCRETEISLAND (TYPICAL)MPDMULTI-PRODUCTFUEL DISPENSER(3+1 WITH DIESEL)6" STEEL SAFETYBOLLARD ONEEACH SIDE(SEE DETAILS)PROPOSED CANOPYFOOTING (TYPICAL)PROPOSED 2'-6"' X 26'-6"CONCRETE ISLAND(TYPICAL)MPDMULTI-PRODUCTFUEL DISPENSER(3+1 WITH DIESEL)FIRE SUPPRESSIONSYSTEM (BY OTHERS)PROPOSED 42' x 50' OVERHEADCANOPY WITH HIPPED ROOF OVERPROPOSED PUMPS & ISLANDS (TYP)PVC WRAPPEDSTEEL COLUMNPVC WRAPPEDSTEEL COLUMNCLEARANCE
20'-6"
14'-6"14'14'6'14'PROPOSED CANOPYFOOTING (TYPICAL)6" STEEL SAFETYBOLLARD ONEEACH SIDE(SEE DETAILS)6" STEEL SAFETYBOLLARD ONEEACH SIDE(SEE DETAILS)MPDMULTI-PRODUCTFUEL DISPENSER(3+1 WITH DIESEL)PROPOSED CANOPYFOOTING (TYPICAL)MULTI-PRODUCTFUEL DISPENSER(3+1 WITH DIESEL)PROPOSED 2'-6"' X 5'CONCRETEISLAND (TYPICAL)PROPOSED CULTUREDSTONE BASE WITHBLUESTONE CAP(MATCH BUILDING)PROPOSED CULTUREDSTONE BASE WITHBLUESTONE CAP(MATCH BUILDING)PVC WRAPPEDSTEEL COLUMNOXFORD-GRAY ARCHITECTURALASPHALT SHINGLES (TYPICAL)MPDPVC WRAPPEDSTEEL COLUMNFIRE SUPPRESSIONSYSTEM (BY OTHERS)PROPOSED 42' x 50' OVERHEADCANOPY WITH HIPPED ROOF OVERPROPOSED PUMPS & ISLANDS (TYP)6" ~ DIA. SCH. 80 PIPE4'-0"12" CONCRETE ALLAROUND (TYPICAL)3'-6"3'-0'6" CONCRETE PADNOT TO SCALETYPE "U" BUMPER DETAIL12" GRAVEL SUBBASE3" PAVEMENTPEASTONE3" FIBERGLASSVENT LINENOT TO SCALETYPICAL TRENCH DETAIL2" FLEXIBLE PRODUCTLINE INSIDE 3" FLEXIBLECONTAINMENT LINESEE STATE APPROVED FIRESUPPRESSION FOR POSITIVELIMITING BARRIER DIMENSIONSAND FIRE SUPPRESSION SYSTEMNOTE:SCALE: 3/16"=1'-0"CANOPY PLAN VIEWSheet Number: 17 OF 19CANOPY ELEVATIONS& DETAILSSheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY, LLC1282 ROUTE 28SOUTH YARMOUTH, MAMHALIM A.CHOUBAHOFETLAHTTSEUHCASSAOMMO
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SCIVILSCALE: 3/16"=1'-0"CANOPY FRONT ELEVATIONSCALE: 3/16"=1'-0"CANOPY SIDE ELEVATION
Sheet Number: 18 OF 19ARCHITECTURALRENDERINGS #1Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY, LLC1282 ROUTE 28SOUTH YARMOUTH, MAMHALIM A.CHOUBAHOFETLAHTTSEUHCASSAOMMO
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SCIVIL
Sheet Number: 19 OF 19ARCHITECTURALRENDERINGS #2Sheet Title:Project Number: 20-586Drawn By: CMSDesigned By: CMSScale: AS SHOWNChecked By: HCRevisions112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747TEL:(508) 858-5040 FAX:(508) 858-5041www.choubahgroup.comConsulting Professional EngineersChoubah Engineering Group, p.c.Issue Date: 09/26/2022DateNo.DescriptionPROJECT:PROPOSED GASOLINE FILLINGSTATION & MIXED-USEBUILDING WITH DRIVE-THRU AT1272, 1276 & 1282 ROUTE 28SOUTH YARMOUTH, MAPREPARED FOR:EKATERINA & FAMILY, LLC1282 ROUTE 28SOUTH YARMOUTH, MAMHALIM A.CHOUBAHOFETLAHTTSEUHCASSAOMMO
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SCIVIL