HomeMy WebLinkAbout433-439 Station Ave COMPLETE DRC PACKET 101221 TC1
Williams, Kathleen
From:Williams, Kathleen
Sent:Monday, October 4, 2021 3:22 PM
To:Charles Adams (adams2430@gmail.com); Chris Vincent
(christophervincent@comcast.net); Dick Martin (dick@dickmartinera.com); Sara J
Porter (sjparch@comcast.net)
Subject:DRC Meeting - 10/12/21 - Virtual
Hi Guys,
The meeting packet for the October 12, 2021 DRC Virtual Meeting can be viewed on line
at: https://www.yarmouth.ma.us/AgendaCenter/ViewFile/Agenda/_10122021‐2295
The file is rather large so I have not attached it to this e‐mail. I will send out hard copies in the mail today. I know
Sara is a maybe for this meeting, but it would be good to get her insights even if she is unable to ahead.
This proposal would eliminate the physical therapy offices and the Sunoco Station at the corner of Old Townhouse
Road and Station Ave and combine it into one lot for a coffee shop with drive‐thru. Overall they have done a good
job with the architecture and site design although they will still need some relief from the ZBA.
Site:
1. Curb Cuts: They have reduced the number of curb cuts from five to two, and eliminated the most
problematic one on the corner.
2. Parking Lot Buffers: They have added significant buffers to the property. To fully meet the bylaw, they may
need to add more trees/screening to buffer the parking areas and the abutting residential uses to the south.
3. Parking: All but one space would be considered to the side/rear which is a significant improvement The two
in‐lot trees are shown over the drainage system, which won’t work. The island is in the right location so
they would need to relocate the drainage further southeast.
4. Handicap Access: Not sure how someone in a wheelchair gets into the building from the handicapped
parking spaces.
5. Bollards: The rendering doesn’t show the bollards along the building which is shown in the detail as 6” PVC
pipe which don’t always look the greatest.
6. Lighting: Maximum height is 20’, they have 22’.
Architecture: Overall the architecture is pleasing and they made efforts to meet the standards and made
adjustments to the elevation facing Station Ave (drive‐thru side) to make it more interesting. The short end facing
Old Town House will not be overly visible due to the distance and buffer vegetation. The building modulation is less
than desired, but tried to break it up with the drive‐thru and the entrance.
Thanks,
Kathy
----------------------------------------
Kathy Williams, PE
Yarmouth Town Planner
1146 Route 28
South Yarmouth, MA 02664-4492
(508) 398-2231 Ext 1276
kwilliams@yarmouth.ma.us
MAP 88 LOT 89N/FJOHN F MARTIN, TRUSTEEOF WAREHOUSENOMINEE TRUSTSTATION AVENUEOLD TOWNHOUSE ROADSTOPDO NOTENTERSTOP
DRIVETHRULANEESCAPELANEDO NOTENTERSTOPONE WAYLOCUS MAPNOT TO SCALENPROPOSED COFFEE SHOP WITH DRIVE THRUAT 433 STATION AVENUE, 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 1, 2021PROJECT N° 16-470PREPARED BY:INDEX OF DRAWINGSSHEET DESCRIPTION1. COVER SHEET2. EROSION & SEDIMENT CONTROL PLAN3. EROSION CONTROL DETAILS & NOTES4. SITE LAYOUT PLAN5. GRADING AND DRAINAGE PLAN6. UTILITY PLAN7. LANDSCAPE LAYOUT PLAN8. LIGHTING PLAN9. SITE DETAILS #110. SITE DETAILS #21. OF 1. EXISTING CONDITIONS (FARLAND CORP.)Prepared For:PETRO REALTY, CORP4 NORTH STREETHINGHAM, MA 02043DESIGN REVIEW COMMITTEE SETNOT FOR CONSTRUCTION
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4 PARKING SPACESPAVEMENTEOPEOGGRAVELGRAVELGRAVELEOPEOPVGCEOPEOPBCCEOPCCBCCBEOP EOPCCBEOPBCC BCCEOPEOPBCC
AIR TOWERSTOCKADE FENCECHAINLINK FENCEPOST & RAIL FENCE (TYP.)RIP RAP18" RPC INV=45.37EOPCCBEOPEOP5 PARKING SPACES6
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S5 PARKING SPACES6 PARKING SPACESEOP
BCCEOPPAVEMENT#433GAS PUMP (TYP.)MAP 88 LOT 89N/FJOHN F MARTIN, TRUSTEEOF WAREHOUSENOMINEE TRUSTMAP 87 LOT 42N/FMONTROSE ADVANCE LLC#437 & #439SHED#443METAL COVERWOOD RET. WALLOVERHANG (TYP.)NAIL IN UTILITY POLE 24/74ELEV.=50.95 (NAVD88)NAIL IN UTILITY POLE 24/73ELEV.=52.00 (NAVD88)CONCRETE(PB 289 PG 67)EASEMENTGATEX EOPBCCBCC
CONCRETEEOPRAMPPAVEMENTPARKING SPACESHEDGES
GRASSGRASSGRASSGRASSCONCRETE15.0'49.3'50.2'6.4'60.7'75.5'STATION AVENUEOLD TOWNHOUSE ROADEMGMGMMSOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWIHHOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWACACTEMX X X X X X
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OHW OHW OHW OHW OHW OHW OHW
ASSESSORSMAP 88 LOT 87ASSESSORSMAP 88 LOT 88OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW75' FRONT SETBACK25' FRONT SETBACK25' SIDE SETBACK25' SIDE SETBACKSEEPAGEPITSSS
SS10" WATER MAIND-BOXLE
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RIM=51.50SEPTIC TANKRIM=50.00SEPTIC TANKD-BOXWGWG1"
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Sheet Number: 2 OF 10 EROSION&SEDIMENT CONTROL PLAN01"=20' SCALE IN FEET10204080Sheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONLOCUS MAPNOT TO SCALENEXISTINGREQUIREDZONING CRITERIA433 STATION AVENUE, YARMOUTH, MAZONING ANALYSIS TABLE (B-1) BUSINESS-1 DISTRICT
Sheet Number: 3 OF 10Sheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONEROSION 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"
VGCEOPVGCEOPVGCEOPEOPVGCPOST & RAIL FENCE (TYP.)RIP RAP18" RPC INV=45.37EOPCCBEOPEOPEOP MAP 88 LOT 89N/FJOHN F MARTIN, TRUSTEEOF WAREHOUSENOMINEE TRUSTMAP 87 LOT 42N/FMONTROSE ADVANCE LLC#443NAIL IN UTILITY POLE 24/74ELEV.=50.95 (NAVD88)NAIL IN UTILITY POLE 24/73ELEV.=52.00 (NAVD88)(PB 289 PG 67)EASEMENTEOPBCCCONCRETEEOPPAVEMENTPARKING SPACES
STATION AVENUEOLD TOWNHOUSE ROADASSESSORSMAP 88 LOT 87ASSESSORSMAP 88 LOT 8875' FRONT SETBACK25' FRONT SETBACK25' SIDE SETBACK25' SIDE SETBACK
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PONE WAYLOCUS MAPNOT TO SCALENPROPOSEDEXISTINGREQUIREDZONING CRITERIA433 STATION AVENUE, YARMOUTH, MAZONING ANALYSIS TABLE (B-1) BUSINESS-1 DISTRICTPARKING DATASheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONSheet Number: 4 OF 10 SITE LAYOUT PLAN01"=20' SCALE IN FEET80402010
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5049505051515151VGCEOPVGCEOPVGCEOPEOPVGCPOST & RAIL FENCE (TYP.)RIP RAP18" RPC INV=45.37EOPCCBEOPEOPEOP MAP 88 LOT 89N/FJOHN F MARTIN, TRUSTEEOF WAREHOUSENOMINEE TRUSTMAP 87 LOT 42N/FMONTROSE ADVANCE LLC#443NAIL IN UTILITY POLE 24/74ELEV.=50.95 (NAVD88)NAIL IN UTILITY POLE 24/73ELEV.=52.00 (NAVD88)(PB 289 PG 67)EASEMENTEOPBCCCONCRETEEOPPAVEMENTPARKING SPACES
STATION AVENUEOLD TOWNHOUSE ROADMTTASSESSORSMAP 88 LOT 87ASSESSORSMAP 88 LOT 8810" WATER MAINWGWG1"
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5 OF 10GRADING & DRAINAGEPLANLOCUS MAPNOT TO SCALEN01"=20' SCALE IN FEET10204080Sheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONSheet Number:
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5049505051515151VGCEOPVGCEOPVGCEOPEOPVGCPOST & RAIL FENCE (TYP.)RIP RAP18" RPC INV=45.37EOPCCBEOPEOPEOP MAP 88 LOT 89N/FJOHN F MARTIN, TRUSTEEOF WAREHOUSENOMINEE TRUSTMAP 87 LOT 42N/FMONTROSE ADVANCE LLC#443NAIL IN UTILITY POLE 24/74ELEV.=50.95 (NAVD88)NAIL IN UTILITY POLE 24/73ELEV.=52.00 (NAVD88)(PB 289 PG 67)EASEMENTEOPBCCCONCRETEEOPPAVEMENTPARKING SPACES
STATION AVENUEOLD TOWNHOUSE ROADMOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWTTOHW OHW OHW OHW OHW OHW OHW
ASSESSORSMAP 88 LOT 87ASSESSORSMAP 88 LOT 88OHWOHWOHWOHWOHWOHWOHWOHWOHWOHW10" WATER MAINWGWG1"
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LOCUS MAPNOT TO SCALEN01"=20' SCALE IN FEET80402010 6 OF 10UTILITY PLANSheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONSheet Number:
VGCEOPVGCEOPVGCEOPEOPVGCPOST & RAIL FENCE (TYP.)RIP RAP18" RPC INV=45.37EOPCCBEOPEOPEOP MAP 88 LOT 89N/FJOHN F MARTIN, TRUSTEEOF WAREHOUSENOMINEE TRUSTMAP 87 LOT 42N/FMONTROSE ADVANCE LLC#443NAIL IN UTILITY POLE 24/74ELEV.=50.95 (NAVD88)NAIL IN UTILITY POLE 24/73ELEV.=52.00 (NAVD88)(PB 289 PG 67)EASEMENTEOPBCCCONCRETEEOPPAVEMENTPARKING SPACES
STATION AVENUEOLD TOWNHOUSE ROADIHHTTASSESSORSMAP 88 LOT 87ASSESSORSMAP 88 LOT 8875' FRONT SETBACK25' FRONT SETBACK25' SIDE SETBACK25' SIDE SETBACK
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PONE WAYLANDSCAPE LAYOUTPLAN01"=20' SCALE IN FEET10204080Sheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONSheet Number: 7 OF 101. ··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 RATE
Photometric data for fixture types "B " are based uponanother manufacturer's test data and as a result cannot be verified by LSI Industries for this calculation.WINDFALLSheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONSheet Number: 8 OF 10LIGHTING PLAN
12"RESERVEDPARKINGVANACCESSIBLE12"(SEE BOLLARD DETAIL)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 GROUNDONE WAYSITE DETAILS #1Sheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONSheet Number: 9 OF 10
SITE DETAILS #2Sheet Title:Project Number: 16-470Drawn 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: 09/01/2021DateNo.DescriptionProject:PROPOSED COFFEE SHOPWITH DRIVE THRUAT433 STATION AVEYARMOUTH, MAPrepared For:PETRO REALTY CORP.4 NORTH STREET,HINGHAM, MA 02043NOT FORCONSTRUCTIONSheet Number: 10 OF 10
PROPOSED COFFEE SHOP
433 STATION AVENUE SOUTH YARMOUTH, MA
View From the West | 08/26/2021 architects | interior designers
PROPOSED COFFEE SHOP
433 STATION AVENUE SOUTH YARMOUTH, MA
View From the South | 08/26/2021 architects | interior designers
PROPOSED COFFEE SHOP
433 STATION AVENUE SOUTH YARMOUTH, MA
Drive Thru View | 08/26/2021 architects | interior designers
GROUND LEVEL
0'-0"
TRUSS BEARING
13'-0"
T.O. TRUSS
15'-0"21' - 4"ARCHITECTURAL ASPHALT
SHINGLE ROOFING
PREFINISHED ALUMINUM
GUTTERS & DOWNSPOUTS
WHITE VINYL TRIM
BOARD & BATTEN SIDING
WALL MOUNTED LIGHT
FIXTURES
CEDAR SHINGLE SIDING
VINYL BASE TRIM
VERTICAL WOOD SIDING
ALUMINUM STOREFRONT & ENTRANCE
ILLUMINATED SIGNAGEMETAL CANOPY
7"
1'-0"
VINYL CORNERBOARDS
METAL CANOPY
GROUND LEVEL
0'-0"
TRUSS BEARING
13'-0"
T.O. TRUSS
15'-0"21' - 4"ARCHITECTURAL ASPHALT
SHINGLE ROOFING
PREFINISHED ALUMINUM
GUTTERS & DOWNSPOUTS
WHITE VINYL TRIM
WALL MOUNTED LIGHT
FIXTURES
CEDAR SHINGLE SIDING
VINYL BASE TRIM
VINYL CORNERBOARDS
BOARD & BATTEN SIDING
METAL CANOPY DRIVE-THRU WINDOW VERTICAL WOOD SIDING
HIGH WINDOW IN BACK-
OF-HOUSE AREA
VINYL TRIM / PANEL AT
HIGH WINDOWS
ILLUMINATED SIGNAGE
7"
1'-0"
GROUND LEVEL
0'-0"
TRUSS BEARING
13'-0"
T.O. TRUSS
15'-0"
ARCHITECTURAL ASPHALT
SHINGLE ROOFING
PREFINISHED ALUMINUM
GUTTERS & DOWNSPOUTS
METAL CANOPY
WALL MOUNTED LIGHT
FIXTURES
CEDAR SHINGLE SIDING
VINYL BASE TRIM
VINYL CORNERBOARDS
ALUMINUM STOREFRONT &
ENTRANCE
ILLUMINATED DIRECTIONAL SIGN
21' - 4"9"
1'-0"2' - 10"ILLUMINATED SIGNAGE
GROUND LEVEL
0'-0"
TRUSS BEARING
13'-0"
T.O. TRUSS
15'-0"21' - 4"ILLUMINATED DIRECTIONAL SIGNAGE SERVICE ACCESS DOOR
BOARD & BATTEN SIDING
CEDAR SHINGLE SIDING
ARCHITECTURAL ASPHALT
SHINGLE ROOFING
METAL CANOPY
DRAWING NO.
DRAWING NAME:
ISSUED FOR:
ISSUED DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
SEAL:PROJECT:CLIENT:
ARCHITECT:
35 POND PARK ROAD, BAY 16
HINGHAM, MASSACHUSETTS 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesign.com
PETRO REALTY
4 NORTH STREET
HINGHAM, MA 02043
Plot Date:Dwg Filename:CONSULTANT:
-C:\Users\j_selle\Documents\Yarmouth Starbucks_jselleU49SJ.rvt8/26/2021 2:53:06 PMA-102
EXTERIOR
ELEVATIONS
21085
JK
JS
8/26/21
CONCEPT DESIGNPROPOSED COFFEE SHOP433 STATION AVENUESOUTH YARMOUTH, MA 026643/16" = 1'-0"1SOUTH ELEVATION
3/16" = 1'-0"2NORTH ELEVATION
REVISIONS
NO.DATE DESCRIPTION
3/16" = 1'-0"3WEST ELEVATION
3/16" = 1'-0"4EAST ELEVATION
80' - 0"10' - 6"16' - 0"11' - 8"
16' - 0"30' - 0"3' - 6"COFFEE SERVICE
MENS
WOMENS
PREP AREA
UTILITIES
*INTERIOR LAYOUT SHOWN FOR REFERENCE
ONLY, FIT-OUT BY TENANT
DRIVE-THRU WINDOW
WALK-UP WINDOWHIGH WINDOW
HIGH WINDOW
17' - 8"
GROSS AREA: 2,400 SF29' - 0"10' - 4" CLEAR
MECHANICAL ROOF WELL
ARCHITECTURAL ASPHALT
SHINGLE ROOFING
ALUMINUM GUTTERS & DOWNSPOUTS
MECHANICAL EQUIPMENT
EPDM FLAT ROOF ROOF HATCH9" / 1'-0"7" / 1'-0"9" / 1'-0"7" / 1'-0"
7" / 1'-0"
7" / 1'-0"9" / 1'-0"RD5' - 0"METAL CANOPY OVER DOOR
METAL CANOPY OVER ENTRY
METAL CANOPY OVER DRIVE-THRU
DRAWING NO.
DRAWING NAME:
ISSUED FOR:
ISSUED DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
SEAL:PROJECT:CLIENT:
ARCHITECT:
35 POND PARK ROAD, BAY 16
HINGHAM, MASSACHUSETTS 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesign.com
PETRO REALTY
4 NORTH STREET
HINGHAM, MA 02043
Plot Date:Dwg Filename:CONSULTANT:
-C:\Users\j_selle\Documents\Yarmouth Starbucks_jselleU49SJ.rvt8/26/2021 2:52:25 PMA-101
FLOOR PLANS
21085
JK
JS
8/26/21
CONCEPT DESIGNPROPOSED COFFEE SHOP433 STATION AVENUESOUTH YARMOUTH, MA 02664REVISIONS
NO.DATE DESCRIPTION
3/16" = 1'-0"1GROUND FLOOR PLAN
3/16" = 1'-0"2ROOF PLAN
SIGN TYPE A
FREESTANDING / ID SIGN
SIGN TYPE B
ATTACHED WALL SIGN
SIGN TYPE C
ATTACHED WALL SIGN
SIGN TYPE E
DIRECTIONAL SIGN
SIGN TYPE E
DIRECTIONAL SIGN
SIGN TYPE F
DRIVE THRU ORDER BOARD SIGN
SIGN TYPE G
DRIVE THRU MENU BOARD
PICK-UP
ORDER
PRE-MENU
DRIVE-THRU
SIGN TYPE D
ATTACHED WALL SIGN
SOUTH ELEVATION - 80' LONG
ALLOWABLE ATTACHED WALL SIGN
(1 OF 2 ALLOWABLE SIGNS)
MAX SIGN HEIGHT = 2'
MAX SIGN LENGTH = 26'
SIGN TYPE C - ATTACHED WALL SIGN
ALLOWABLE SIGN AREA (DASHED)
ACTUAL SIGNAGE TBD BY TENANT
SIGN TYPE E -
DIRECTIONAL SIGNS
FOR DRIVE-THRU
SIGN TYPE D - ATTACHED WALL
SIGN, ALLOWABLE AREA DASHED
WEST ELEVATION - 29' LONG
ALLOWABLE ATTACHED WALL SIGN
MAX SIGN HEIGHT = 2'
MAX SIGN LENGTH = 9.5'
NORTH ELEVATION - 80' LONG
ALLOWABLE ATTACHED WALL SIGN
(2 OF 2 ALLOWABLE SIGNS)
MAX SIGN HEIGHT = 2'
MAX SIGN LENGTH = 26'
SIGN TYPE B - ATTACHED WALL SIGN
ALLOWABLE SIGN AREA (DASHED)
ACTUAL SIGNAGE TBD BY TENANT
3' - 0"MAX8' - 0"INTERNALLY ILLUMINATED SIGNAGE
ACTUAL GRAPHIC TBD BY TENANT
FREESTANDING SIGN - 1 ALLOWED
MAXIMUM AREA 24 SF
MAXIMUM HEIGHT 8'
INTERNALLY ILLUMINATED SIGNAGE
ACTUAL GRAPHIC TBD BY TENANT
3' - 0"3' - 0"INTERNALLY ILLUMINATED SIGNAGE
ACTUAL GRAPHIC TBD BY TENANT
4' - 0"4' - 0"4' - 0"1' - 9"INTERNALLY ILLUMINATED
DIRECTIONAL SIGN FOR DRIVE-THRU
PROPOSED AREA 7 SF
ACTUAL GRAPHIC TBD BY TENANT
DRIVE THRU MENU BOARD
1 ALLOWED, MAXIMUM 66 SF
(2) PROPOSED
PRE-MENU BOARD - 12 SF
ORDER BOARD - 36 SF
ACTUAL SIGN LAYOUT TBD
BY TENANT
9' - 0"4' - 0"ORDER BOARD
36 SF4' - 0"3' - 0"
DRIVE THRU MENU BOARD
1 ALLOWED, MAXIMUM 66 SF
(2) PROPOSED
PRE-MENU BOARD - 12 SF
ORDER BOARD - 36 SF
ACTUAL SIGN LAYOUT TBD
BY TENANT
PRE-MENU BOARD
12 SF
SIGN TYPE
FREESTANDING SIGNS
TYPE A
ATTACHED WALL SIGNS
TYPE B*
TYPE C*
TYPE D
DIRECTIONAL SIGNS
TYPE E*
DRIVE THRU MENU SIGNS
TYPE F*
TYPE G*
(#) / SIZE ALLOWED
(1) / 24 SF
(2) / 2' H X 1/3 WALL LENGTH
(N/A) / 2 SF MAX
(1) / 66 SF MAX
PROPOSED
(1) / 24 SF
(1) 3'X3' (9SF)
(1) 4'X4' (16 SF)
(1) 2'H X 9'-6" MAX
(2) 7 SF EA
(2) 48 SF*
(1) 36 SF
(1) 12 SF
RELIEF REQUESTED*
1. MORE THAN (2) TOTAL ATTACHED WALL SIGNS (3) PROPOSED
TYPES B, C, & D, AREA OF (3) SIGNS < ALLOWABLE FOR (2)
MAX ALLOWABLE AREA FOR (2) SIGNS = 104 SF (2X2'X26')
PROPOSED AREA FOR (3) SIGNS = 44 SF
2. TYPE B - SIGN TALLER THAN 2 FEET AT 3' TALL
3. TYPE C - SIGN TALLER THAN 2 FEET AT 4' TALL
4. TYPE E - DIRECTIONAL SIGNS LARGER THAN 2 SF AT 7 SF EACH,
TOTAL (2) SIGNS.
5. TYPE F & G - DRIVE THRU SIGNS, 1 ALLOWED, 2 PROPOSED,
COMBINED AREA IS BELOW ALLOWABLE AREA.
ALLOWABLE = 66 SF, PROPOSED = 48 SF.
INTERNALLY ILLUMINATED
ATTACHED WALL SIGN
MAX AREA 19 SF
ACTUAL GRAPHIC TBD BY TENANT2' - 0"9' - 6"
DRAWING NO.
DRAWING NAME:
ISSUED FOR:
ISSUED DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
SEAL:PROJECT:CLIENT:
ARCHITECT:
35 POND PARK ROAD, BAY 16
HINGHAM, MASSACHUSETTS 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesign.com
PETRO REALTY
4 NORTH STREET
HINGHAM, MA 02043
Plot Date:Dwg Filename:CONSULTANT:
-C:\Users\j_selle\Documents\Yarmouth Starbucks_jselleU49SJ.rvt8/26/2021 2:55:22 PMA-103
PRELIMINARY
SIGNAGE PLAN
21085
JK
JS
8/26/21
CONCEPT DESIGNPROPOSED COFFEE SHOP433 STATION AVENUESOUTH YARMOUTH, MA 026641" = 20'-0"1SIGNAGE REFERENCE PLAN
1/8" = 1'-0"2SIGNAGE - SOUTH ELEVATION
1/8" = 1'-0"4SIGNAGE - EAST ELEVATION
1/8" = 1'-0"5SIGNAGE - WEST ELEVATION
1/8" = 1'-0"3SIGNAGE - NORTH ELEVATION
1/2" = 1'-0"6SIGN TYPE A - FREESTANDING / ID SIGN DETAIL
1/2" = 1'-0"8SIGN TYPE B - ATTACHED WALL SIGN
1/2" = 1'-0"9SIGN TYPE C - ATTACHED WALL SIGN
1/2" = 1'-0"7SIGN TYPE E - DIRECTIONAL SIGN
1/2" = 1'-0"11SIGN TYPE F - DRIVE THRU ORDER BOARD
1/2" = 1'-0"12SIGN TYPE G - DRIVE THRU PRE-MENU BOARD
REVISIONS
NO.DATE DESCRIPTION
1/2" = 1'-0"10SIGN TYPE D - ATTACHED WALL SIGN