HomeMy WebLinkAbout08 AUTO PRIMETown of Barnstable, MA May 22, 2026
Record No: AUTO-83
Auto Dealer License
Status: Active
Submitted On: 3/6/2026
Primary Location
50 AIRPORT ROAD
Hyannis, MA 02601
Owner
50 AIRPORT ROAD LLC
12 MARINER LANE MASHPEE, MA 02649
Business Information
Type of License*
Class II
Name of Business/Corporation:*
Primevista group inc
Doing Business As:*
Auto Prime
Business Phone:*
508-280-8333
Does your Business offer internet sales for used
vehicles?*
Yes
Repair Location:*
50 Airport rd Hyannis, MA 02601
Does the Business Mailing Address differ from the
selected Location Address?*
No
Manager Name:*
Mels Sarkisian
Manager Phone:*Manager EMail*
hello.primevista@gmail.com
Hours of Operation
Sunday Hours:*
10-1
Monday Hours:*
9-6
Tuesday Hours:*
9-6
Wednesday Hours:*
9-6
Thursday Hours:*
9-6
Friday Hours:*
9-6
Saturday Hours:*
9-4
Applicant Signature
NOTICE: Any misstatement in this application or violation of the applicable town
ordinances, bylaws or regulations shall be considered sufficient cause for refusal,
suspension, or revocation of any and all licenses.
I warrant the truth of the forgoing statement under the penalty of perjury.
Applicant Signature:*
Mels Sarkisian
Mar 6, 2026
MA SOC Filing Number: 202697220280 Date: 1/15/2026 9:12:11 AM
The Commonwealth of Massachusetts, William Francis Galvin
Corporations Division
One Ashburton Place - Floor 17, Boston MA 02108-1512
Articles of Organization
Phone: 617-727-9640
(General Laws, Chapter 156D, Section 2.02; 950 CMR 113.16)Minimum Filing Fee:
$250.00
Identification Number:001941632 (number will be assigned)
ARTICLE I
The exact name of the corporation is:
PRIMEVISTA GROUP INC
ARTICLE II
Unless the articles of organization otherwise provide, all corporations formed pursuant to G.L.
C156D have the purpose of engaging in any lawful business. Specify if you want a more limited
purpose:
ARTICLE III
State the total number of shares and par value, if any, of each class of stock that the corporation is
authorized to issue. All corporations must authorize stock. If only one class or series is authorized,
it is not necessary to specify any particular designation.
Class of Stock
CNP
Par value per
share Total authorized
number of shares
Total authorized
par value(Enter 0 if no Par)
Total issued
and outstanding
number of shares
0 10,000 $0 10,000
ARTICLE IV
If more than one class of stock is authorized, state a distinguishing designation for each class.
Prior to the issuance of any shares of a class, if shares of another class are outstanding, the
corporation must provide a description of the preferences, voting powers, qualifications, and
special or relative rights or privileges of that class and of each other class of which shares are
outstanding and of each series then established within any class.
ARTICLE V
The restrictions, if any, imposed by the articles of organization upon the transfer of shares of stock
of any class are:
ARTICLE VI
Other lawful provisions, and if there are no provisions, this article may be left blank.
GUY WIREUP
UPGUY WIRE
43.8
43.2
42.6
42.2
41.8
41.3
40.9
40.1
39.7
40.1
UP
41.9
48.0
47.2
GUY POLE
GUY WIRE
45.7
45.9
44.9
44.1
G
GAS
GATE
G
GAS
GATE
43.5
43.8
44.3
44.1
44.5
44.5
44.6
43.9
44.2
43.9
43.3 43.2
43.1
GUY POLE
44.1
44.8
44.1
44.1
44.144.0
44.1
44.4
GUY WIRE
44.2
44.7
44.344.4
44.5
44.6
44.6 44.7
44.6
44.7
G GAS
GATE
UP
GUY
WI
R
E
GUY WIRE
UP
UP
UP
S SMH
R=45.65
xx
xx
xx
xx
xx
xx
xx
xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx xx#50 AIRPORT ROAD
COMMERCIAL
BUILDING
EX. FIN. FL. EL. = 48.5
AIRPORT ROAD(80' WIDE - PUBLIC)
EXISTING
PARK STOP
EXISTING
TIMBER
BORDER
TWO (2) EXISTING
DRIVE-IN DOORS
TWO (2) EXISTING
DRIVE-IN DOORS
EXISTING
PAVEMENT
EXISTING
PAVEMENT
EXISTING DIRT/GRAVEL
PARKING AREA
8' X 18' DISPLAY VEHICLE
PARKING STRIPING
PHASE 1 AND 2
(TYPICAL)
3
4
4
5
VISITORVISI
T
O
R
DIS
P
L
A
Y
12
DISPLAY38
DISPLAY
EDG
E
O
F
P
A
V
E
M
E
N
T
EDGE OF PAVEMENTEXISTING
DIRT/GRAVEL
AREA
EXISTING
VINYL FENCE
(TO REMAIN)
6
10
10
10
EXISTING EDGE OF DIRT / GRAVEL
EXISTING EDGE OF DIRT / GRAVELS 9° 52' 30" W144.99'S 9° 53' 06" W64.77'S 85° 42' 33" E
306.77'R=
3
5.03'
L
=
7
7.59'N 39° 01' 06" E177.01'N 84° 38' 33" W
360.29'
10
4
DISPLAY
DISPLAY
35
32
130 TOTAL
DISPLAY
VEHICLES
DIS
P
L
A
Y
NO PARKINGEXISTING FENCING
TO BE REMOVED
EXISTING SIGN
TO REMAIN
EXISTING DIRT/GRAVEL
PARKING AREA
H
B
Z
O
N
I
N
G
D
I
S
T
R
I
C
T
B
Z
O
N
I
N
G
D
I
S
T
R
I
C
T
B
Z
O
N
I
N
G
D
I
S
T
R
I
C
T
IN
D
Z
O
N
I
N
G
D
I
S
T
R
I
C
T
B Z
O
NI
N
G
DI
ST
RI
CT
IND Z
O
NI
N
G
DI
ST
RI
CT
BAY #4
(MECHANICAL)
F.F.EL.=48.5
LOADING ZONE
(BAY #3)
ENTRY
BAY #2
OFFICE
PHASE 2
DEEP SUMP CATCH BASIN
RIM =43.00
INV OUT= 40.5
PHASE 2
SUBSURFACE INFILTRATION
6' DIAMETER LEACH PITS (6)
WITH 2' STONE AROUND
6" STONE BELOW
54.1'PHASE 2
LIMIT OF NEW PAVEMENT
44.30x
44.50x
43.70
x
44.80x
45.50x
45.00 x
44 4444.
8
'15.2'13.9'130.8'SSSS
S
S
S
S
S
S
SWWW W
W
W
W
APPROXIMATE LOCATION OF EXISTING
SEWER LINE PER TIE CARD
APPROXIMATE LOCATION OF
EXISTING GAS INE
APPROXIMATE LOCATION OF EXISTING
WATER LINE PER TIE CARD 28.5'15'R
15'R
PROPOSED PAVEMENT STRIPING - ALL SPACES TO
BE REMOVED FROM RIGHT OF WAY
SSSSSSSSSSSSSS2
4
.
7
'24.0'24.0'5.0'1
2
.
2
'
1
6
.
4
'DISPLAY5'R 5'RENTRY
BAY #1
EXIT
BAY #1
EXIT
BAY #2
LOADING ZONE
(BAY #5)
THRESHOLD
EL.=48.5
SLAB EL.=44.5
CONCRETE RAM
P
TO BAY #4LOADING ZONELOADINGZONESINGLE
WHITE LINE
GUTTER LINE
EXISTING
HC SPACE
PROPOSED TIGHT
TANK
RIM =44.3+/-
INV. IN (4") = 41.83
D D D
COLLECTION FROM
FLOOR DRAINS
4" DI 63 L.F. @ S=0.01
FLOOR DRAIN
INV. = 42.50
V
INTERIOR FLOOR
DRAIN TO BE ADDED
(DESIGN BY OTHERS)
INTERIOR FLOOR
DRAIN TO BE ADDED
(DESIGN BY OTHERS)
PHASE 2
SAWCUT AND REMOVE PAVEMENT,
REGRADE AREA TO CB
44.00 x
43.7 x DDDDDDDDDPHASE 2
SUBSURFACE LEACHING SYSTEM
INV IN=40.2
(10) 6' DIA. PITS WITH 2' STONE
BOTTOM STRUCTURES=35.00
IBOTTOM STONE=34.5
24.0'12"HDPE@1%PHASE 2
DEEP SUMP CATCH BASIN
RIM =43.7
INV OUT= 41.5
PROPOSED PAVEMENT STRIPING - ALL SPACES TO
BE REMOVED FROM RIGHT OF WAY
APPROXIMATE DRAINAGE
CATCHMENT AREA
17,254 S.F. +/-
44.05xDDDD
D D
UE
UE
ALARM PANEL
NOT TO SCALELOCUS MAP
N
NAD 8320
SCALE: 1" = 20'
0 50 100
PREPARED FOR:
PREPARED BY:
DRAWING TITLE:
PROJECT:
ASSESSORS INFORMATION:
SUMMERFIELD PARK
800 FALMOUTH ROAD SUITE 301C
MASHPEE, MA 02649
508.477.7272 PHONE
508.477.9072 FAX www.CapeEng.com
SHEET NO.: OF DATE:
DRAWN BY:CHECKED BY:
1 1
HYANNIS, MASSACHUSETTS
HYANNIS, MA 02601
155 ROSARY LANE
TALLES LANA
MD
10-24-22
SITE USAGE PLAN
MAP 294 PARCEL 011
DESCRIPTIONDATE CHKBY
11/28/22 REMOVE PARKING FROM TOWN RIGHT OF WAY MD MD
12/12/22 ADD DRAINAGE AND ADD TIGHT TANK MD MD
LOCUS
NOTICE
THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE &
ISLANDS ENGINEERING, INC.
UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR
PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THIS
PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC.
COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED
GENERAL NOTES
LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ON
THE NAVD 1988 DATUM. COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM,
DATUM: NAD 83, UNITS: U.S. SURVEY FEET.
THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED ON AN ASSUMED 1" LOWER
THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT
PERFORMED.
ZONING DISTRICT: SPLIT HB, B, IND
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF MINIMAL FLOOD HAZARD
ZONE X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE
MAP NO. 25001C0566J, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014.
THIS LOT IS LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA.
THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA.
WIND EXPOSURE CATEGORY: ZONE B
LOT COVERAGE:LOT AREA = 74,345 S.F
EXISTING LOT COVERAGE BY STRUCTURES: BUILDING = 4,665 S.F. (6.2%)
PROPOSED LOT COVERAGE BY STRUCTURES: BUILDING = 4,665 S.F. (6.2%)
EXISTING IMPERVIOUS COVERAGE BY STRUCTURES & PAVING = 28,151 S.F. (37.8%)
PROPOSED IMPERVIOUS COVERAGE BY STRUCTURES & PAVING (PHASE 1) = 28,151 S.F. (37.8%)
PROPOSED IMPERVIOUS COVERAGE BY STRUCTURES & PAVING (PHASE 2) = 37,172 S.F. (49.9%)
DEED REFERENCE: BOOK 35275 PAGE 180 PLAN REFERENCE: BOOK 381 PAGE 39
OWNER: 50 AIRPORT ROAD LLC
GILBERT WOOD
12 MARINER LANE, MASHPEE, MA 02649
50 AIRPORT ROAD
PARKING SUMMARY
EXISTING PROPERTY HAS BEEN USED AS A REPAIR, SALES AND TOWING YARD AND
FACILITY SINCE IT WAS BUILD IN APPROXIMATELY 1984. NO CHANGE OR EXPANSION
OF USE IS PROPOSED.
BUILDING AREA USE PARKING REQUIRED
USED CAR TENANT
800 S.F. EXISTING OFFICE @ 1/300 S.F. + 1 PER UNIT 4
BODY SHOP TENANT
5 SERVICE BAYS @ 3/BAY 15
REQUIRED PARKING SPACES:19
PROPOSED PARKING SPACES:
VISITOR PARKING PROVIDED FOR RETAIL USE 4
PROPOSED PARKING FOR DISPLAY 137
PROPOSED PARKING FOR BODY SHOP STORAGE 40
SEWER SUMMARY
BUILDING AREA USE TITLE 5 FLOW
800 S.F. EXISTING OFFICE @ 75 GPD / 1000 SF 60 GPD
7 REPAIR BAYS @ 150 GPD / BAY 1050 GPD
EXISTING TITLE 5 SEWER FLOW 1100 GPD
PROPOSED TITLE 5 SEWER FLOW 1100 GPD
PHASE 1 - GENERAL NOTES
1. GENERAL SITE CLEAN-UP, REMOVAL OF FENCE FROM FRONT OF PROPERTY AND
GENERAL LANDSCAPE MAINTENANCE OF EXISTING LANDSCAPE AREAS
2. STRIPING OF PARKING SPACES AS SHOWN ON EXISTING SURFACES - PAVEMENT AND
GRAVEL AREAS
3. USE OF EXISTING BUILDING AND PROPERTY AS A USED CAR DEALERSHIP
4. INSTALLATION OF FLOOR DRAINS AND TIGHT TANK PRIOR TO DRIVE-IN VEHICLE ACCESS
PHASE 2 - GENERAL NOTES
1. PAVEMENT OF A PORTION OF FRONT PARKING AREA AS SHOWN
2. INSTALLATION OF DRAINAGE PER PLAN
3. RE-STRIPE PAVED AREA PER THE PARKING PLAN
4. USE OF EXISTING BUILDING AS USED CAR DEALERSHIP AND BODY SHOP
1 1/2" HOT MIX ASPHALT
WEARING COURSE
1 1/2" HOT MIX ASPHALT
BINDER COURSE
10" COMPACTED GRAVEL
BORROW BASE, SEE BELOW
COMPACTED SUBGRADE
BITUMINOUS CONCRETE PAVEMENT SECTION
HOT MIX ASPHALT PAVEMENT SECTION
NOT TO SCALE
SUBSURFACE DRAINAGE SYSTEM DETAIL6.5' STONE DEPTHBACK FILL WITH
CLEAN MATERIAL
26' TOTAL
6' DIAMETER6' STRUCTURE HEIGHT12" HDPE
24" DIAM. METAL FRAME AND
COVER WITH "DRAIN" STAMPED
ON COVER SET TO FINISH GRADE
H-20 RISER FOR EACH PIT
CONTRACTOR SHALL REMOVE
ANY UNSUITABLE MATERIAL
PRIOR TO PLACING STONE
BASE.
2' TYP
G
G
G
G
G
G
8'-6"6'-10"4'-10"HIGH WATER LEVEL
INNER CONTAINMENT TANK
OUTER CONTAINMENT TANK
4" INLET
4'-0"4'-10"
4'-4"
5'-0"
6'-0"11'-6"
10'-6"
8'-0"
OUTER TANK ACCESS OPENING
INLET
29"PROPOSED DUAL CONTAINMENT NON-HAZARDOUS WASTEWATER HOLDING TANK 1,000 GALLONS (H-20 LOADING)
NOT TO SCALE
INNER TANK ACCESS OPENING
SPILL FLOAT
VENT OPENING
4" VENT BOOT
4"-5"-6" INLET MULTI BOOT
2" CLOSED CONDUIT BOOT
NOTE: OUTER TANK ONLY
COVER TO GRADE. WATERTIGHT AND
WATERPROOF COVER/HATCH.
LIQUID LEVEL FLOAT
SWITCH @ 3/5 LEVEL
VOLUME= 1,000 Gal'sHOLDING TANK4' LIQUID LEVELHIGH WATER LEVEL
HOLDING TANK
VOLUME= 1,000 Gal's
CONTROL PANEL WITH
ALARM LIGHT INSTALL
IN READILY
ACCESSIBLE LOCATION
2" CLOSED CONDUIT BOOT
NOTE: OUTER TANK ONLY
NOTE:
HOLDING TANK MODEL AS MANUFACTURED
BY ACME-SHOREY OR APPROVED EQUAL
INLET FOR GARAGE
FLOOR DRAIN ONLY
4" VENT PIPE TO
BUILDING
OUTER TANK
ACCESS OPENING
INNER TANK
ACCESS OPENINGOUTER TANK
ACCESS OPENING
INNER TANK
ACCESS OPENING