HomeMy WebLinkAboutZP-23-196 - 0225 Dorset Street 10/13/2023ZP-23-196
5/12/20237,328.00FBC-T4Change of use & site improvements, including altering the exterior lighting plan and expanding the sidewalkSP-23-0145/30/2023X10/13/202310/12/202410/29/2023X
307307307
3
0
8
30930830630029729829830830230
0
29
9
3
0
1
300302306307307
3
0
7
30630
7
306
305
304
308
307306CLASS II WETLAND (TYP)
WETLAND BUFFER (TYP)
50'
DORSET STREET
EXISTING
PROPERTYLINE
EXISTING
SEARS AUTOCENTER
18
2
14 EXISTING 8" D.I.WATER MAINEXISTING 4"
D.I. WATER
SERVICE
EXISTING 8"
SDR35 SEWER
SERVICE
EXISTING 8" D.I. WATER MAIN
TENANT USES SHOWN ARE FOR EXAMPLE
ONLY AS A REPRESENTATIVE SET OF USES
SINCE THE IDENTITY OF THE EVENTUAL
RETAIL/SERVICE/RESTAURANT TENANTS
IS UNKNOWN AT THIS TIME
TENANT A
PROFESSIONAL
SERVICES
(2,255 SF)
TENANT C
RESTAURANT
(1,677 SF)
TENANT D
RETAIL
(2,389 SF)
TENANT E
RESTAURANT
(1,656 SF)
TENANT F
RESTAURANT
(2,902 SF)
MECHANICAL
ROOM
(249 SF)COMMON CORRIDOR (1,081 SF)TENANT B
RETAIL
(2,615 SF)307.3
306.4
TC 307.0
306.75
307.3
307.3
307.3
307.3
TC 307.1
TC 307.2
PROPSOED 4'
SIDEWALK
PROPOSED
CURB
PORTION OF
EXISTING
CURB TO BE
REMOVED
TC 307.2
303.7
304.4
304.9
TC 305.8
303.6
FLUSH CURB
(TYP)
TC 304.2
PORTION OF
EXISTING
CURB TO BE
REMOVED
2 U-RACKS
(4 SPACES)
PROPOSED
RUBBER
WHEEL
STOP
SNOW
STORAGE
AREA
SNOW
STORAGE
AREA
SNOW
STORAGE
AREAEXISTING
DUMPSTER
ENCLOSURE
CLASS II WETLAND (TYP)
WETLAND BUFFER (TYP)
50'
CLASS II WETLAND
CLASS III WETLAND
UG GASPAINTMARKS
APPROXIMATE BOUNDARY LINE
DORSET STREET
22'
Drawing Title
Designed by
No.
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.Saved Wednesday, May 3, 2023 4:57:57 PM DHEIL Plotted Thursday, May 18, 2023 4:23:51 PM Dan Heil\\vhb.com\gbl\proj\SBurlington\58718.00 U Mall\cad\ld\Planset\Sears Auto Renovation\5871800-SP.dwg
vhb.comDate
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
Multi-Tenant Building
225 Dorset Street
South Burlington, VT 05403
Local Submittal
Not Approved for Construction
April. 11, 2023
3
58718.00
Feet4020010
Site Plan
C1.00
1
DJH DJH
Zoning Summary Chart
Parcel ID 0570-00155
Zoning District(S):Form Based Code - Transect
Zone 4
Overlay District(S):Interstate Highway Overlay
Zoning Regulation
Requirements Existing Required Provided
TRANSFORMER PAD
LIGHT POLE
ELECTRIC METER
Exist.Prop.
RIGHT-OF-WAY/PROPERTY LINE
BUILDING SETBACK
EASEMENT
PROJECT LIMIT LINE
PROPERTY LINE
CONCRETE
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
SPOT ELEVATION
Legend
TELEPHONE
SEWER
WATER
DRAIN
LOCATION MAP
SITE
Owner/Applicant:
Burlington U Mall Owner LLC
One Marina Park Drive
Suite 1500
Boston, MA 02210
Revised Bike Rack 05/03/2023 DJH1
1
Added Snow Storage Areas / Dumpster Enclosure 05/18/2023 DJH2
Crosswalk
N.T.S.Source: VHB LD_553
1/16
NOTES
1.TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE APPLICATION, NO
COMBINATION OF LINES (TWO - 6 INCH LINES) WILL BE ACCEPTED.
2.LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE.
3.ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH
AND PROPERLY ALIGNED.
4.CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5%.ALIGN8' (TYP.)
2'
(MAX.)
2'
(TYP.)
MAX. SLOPE 1.5%
12" (TYP.)
2'
(MAX.)
4' (MIN.)
CURBLINE
CURBLINE
REV
Concrete Sidewalk
N.T.S.Source: VHB LD_420
1/16
1.0% (MIN.)
1.5% (MAX.)
NOTES
1.PROVIDE EXPANSION JOINTS
2.AT MIN. 30 FT. O.C. WITH PRE-
FORMED JOINT FILLER.
3.PROVIDE TOOLED CONTROL
JOINTS AT 6' O.C.
4.PROVIDE BROOM FINISH IN
DIRECTION PERPENDICULAR TO
CURB.
CONCRETE
SIDEWALK
12" PREFORMED
EXPANSION JOINT
BLDG. FACE,
FIXED OBJECT,
OR CONC. SIDEWALK SECTION
EXPANSION
JOINT
SEALANT
12"
15" COMPACTED GRAVEL
VTRANS 704.05A FINE.
(21" THICKNESS WITHIN
10' OF BUILDING DOORS
AND RAMPS)
COMPACTED
SUBGRADE
VARIES
7" REVEAL
CURB
FINISH
PAVEMENT
5" CEMENT CONCRETE
6" THICK WITHIN FUTURE ROW
(8" THICK IN VEHICULAR AREAS)
NOTE:
CONCRETE FOR SIDEWALKS TO BE
4000 PSI TYPE II,
6% (1.5±) AIR ENTRAINED.
FINISH
GRADE
SECTION
EXPANSION JOINT DETAIL
1/2"
ISOLATION JOINT @ STRUCTURES
DOWELED EXPANSION JOINT
1/2"WALL OR STRUCTURE
SEALANT 3/4" DEEP
PREFORMED JOINT
FILLER
FULL DEPTH OF SLAB
#4 SMOOTH DOWEL
BARS 18" LONG @ 12"
O.C. AND PARALLEL
PREFORMED JOINT
FILLER
FULL DEPTH OF SLAB
DOWEL CAP W/
LUBRICANT THIS END
SEALANT 3/4" DEEP
#4 SMOOTH DOWEL
BARS,18" LONG @ 12"
O.C. AND PARALLEL6"EQ.
1/2"
EQ.
EQ.
1/2"
EQ.6"1'-2"
1'-2"1'-2"6"6"DOWEL CAP W/
LUBRICANT, THIS END
NOTES
1.ISOLATION JOINT TO BE USED AT ALL BUILDING ENTRY LOCATIONS WHERE
FROST PROTECTED SLABS ARE NOT CALLED FOR ON STRUCTURAL PLANS.
Joints - Concrete Pavement
N.T.S.Source: VHB LD_VT
4/21
General
1.CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES
SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
3.ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED
IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND
LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
4.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES
(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE FOUR (4) INCHES LOAM AND SEED.
5.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS
AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH
THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT
DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT
APPROPRIATE PERMITS.
6.PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
7.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE.
8.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,
OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
9.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
10.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
11.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE
IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT
NO COST TO OWNER.
Utilities
1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED
THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT
GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES,
NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT
THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND
ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT
THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,
INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
2.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING
CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS
INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE
OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO
NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR
ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
3.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR
POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE
ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY
THE UTILITIES COMPANY.
Layout and Materials
1.DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF
PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.
2.CURBING SHALL BE CAST IN PLACE CONCRETE WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE
PLANS.
3.SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO
THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY
PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.
4.PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING
CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LAND SURVEYOR.
5.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT
INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO
DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
Demolition
1.CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE
LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, SIGNS, ETC.
UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
2.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.
4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE
BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT
OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO
CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR
LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE
WORK.
5.UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER
HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,
DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR
POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF
LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS
MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY
CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO
ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT
INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS
OR OTHER HAZARDOUS MATERIALS.
Existing Conditions Information
1.BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY CAD FILES RECIEVED FROM SUMMIT
ENGINEERING, INC AND A FIELD SURVEY CONDUCTED BY VHB. THE TOPOGRAPHY AND PHYSICAL
FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VHB IN MARCH
OF 2023.
A.DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY: VHB IN
APRIL OF 2022.
B.FLAGS MARKING THE WETLANDS WERE LOCATED BY: VHB
2.TOPOGRAPHY: ELEVATIONS ARE BASED ON NAVD 88
Document Use
1.THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR
WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED
USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS
DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.
2.CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT
FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
3.SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT
NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE
CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP
DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FEATURES.
Notes
Cast In Place Concrete Curb (CIP)
N.T.S.Source: VHB LD_404
1/16
SLOPE VARIES
18"9"12"
6"
18"
7"
(TYP.)
REV
COMPACTED SUBGRADE
COMPACTED GRAVEL
VTRANS 704.05A FINE
BIT. CONC. PAVEMENT
TACK COAT
1/2" RADIUSCONCRETE CURB, TYPE B
(PER VTRANS STANDARD C-10)
TREATMENT VARIES
6"
1/4" RADIUS
Bicycle Parking in Parking Spaces Detail
N.T.S.Source: VHB
CURBLINE
REV
Parking Stall
Rubber
Wheel
Stop
9' (MIN.)
30"
30"
72"Inverted U
Bike Rack
54"
18'
Drawing Title
Designed by
No.
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.Saved Wednesday, May 3, 2023 4:54:09 PM DHEIL Plotted Friday, May 12, 2023 7:37:03 AM Dan Heil\\vhb\gbl\proj\SBurlington\58718.00 U Mall\cad\ld\Planset\Sears Auto Renovation\5871800-DT.dwg
vhb.comDate
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
Multi-Tenant Building
225 Dorset Street
South Burlington, VT 05403
Local Submittal
Not Approved for Construction
April. 11, 2023
3
58718.00
General Notes & Details
C2.00
DJH DJH
2
Added Bicycle Parking Detail 05/03/2023 DJH1
1
DORSET STREET
EXISTINGPROPERTY
LINE
18
2
14
CLASS II WETLAND
CLASS III WETLAND
UG GAS
PAINTMARKS
DORSET STREET
22'
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.6 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.4 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.8 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.2 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.4 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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A1
A2
A3
A4
A5
A6A7A8EXEX
Drawing Title
Designed by
No.
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.Saved Thursday, April 20, 2023 9:40:15 AM DHEIL Plotted Friday, May 12, 2023 7:38:07 AM Dan Heil\\vhb.com\gbl\proj\SBurlington\58718.00 U Mall\cad\ld\Planset\Sears Auto Renovation\5871800-LI.dwg
vhb.comDate
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
Multi-Tenant Building
225 Dorset Street
South Burlington, VT 05403
Local Submittal
Not Approved for Construction
April. 11, 2023
3
58718.00
Feet4020010
SITE LIGHTING PLAN
LI1.00
3
DJH DJH
LIGHT FIXTURE SPECIFICATIONS
LED Wattage:
Manufacturer:
Optics:
Fixture:
Fixture A
AXCS1A
Finish:
Voltage:
Options:
LED Color :
Mounting:
14watt
Black
Lumark
Axcent
120-277v (Verify with electrical engineer)
Photocell
3,000K
Wall Mounted +/-13-feet
Existing light fixture to remain
Fixture EX