from: date: re: introduction
TRANSCRIPT
TO: Plan Commission
FROM: Drew Rackow AICP, Planner
DATE: April 1, 2021
RE: Design Review for a Building Addition at 1063 Pierson Drive (Bar One Specialty Steel) Principle Construction, Inc., applicant Introduction Principle Construction has filed for a Design Review for a proposed addition on behalf of Bar One Specialty Steel at 1063 Pierson Drive. This 17,528 square foot building was constructed in 2002 and was not subject to Design Review. The proposed addition is 16,575 square feet bringing the total building size to approximately 34,100 square feet. The property is zoned GI General Industrial; all surrounding properties share this designation. The existing site is approximately 1.2 acres. The expansion would incorporate parcels to the south of the existing site bring the site to a combined total of 2.4 acres. Summary of Information from Applicant and Staff Analysis The combined site consists of several strips of land, each approximately 0.40 acres in size and a separate tax parcel number. The project would extend a warehouse addition from the existing building to the south. The addition is composed of precast concrete, matching the reveal patterns and colors of the existing building. The addition would provide an additional vehicle entrance and man doors. Existing wall and ground signs would remain. The applicant has filed to consolidate the tax parcels for both the existing and proposed site. Staff recommends an approval condition of consolidation verification prior to final building inspection for the building addition. The applicant proposes to defer installation (land bank) of parking required by this addition because only additional warehousing would be provided, and no employees would be added. Staff is working with the applicant on completing an Administrative Use Permit for the proposed land banking and is supportive of the request. Staff has included a condition that this be approved prior to permit issuance. The AUP will require the parking to be built if the need is determined by staff. Photometric plans show compliance with City lighting standards. Additional detail will need to be reviewed with building permit to assure that all lighting conforms to requirements for full cut off fixtures, base heights, and installation heights. Newly proposed lighting can remain at the same height as existing wall fixtures. Additional landscape, compliant with the Zoning Code is provided along the building foundation and site frontage. Plans note a berm in front of the addition, between the existing parking and new traffic aisles that provides additional site screening. Additional parkway trees are provided along the additional frontage of Pierson Drive. The site plan adds a sidewalk connection from the public right of way to the building, bringing the site into conformance with the Americans with Disabilities Act (ADA) requirements. Sidewalk would be extended along Pierson Drive to the edge of the combined parcel. Included as a condition of approval is that staff approve final site engineering to insure it is consistent with the Design Review approval. Stormwater detention required for the proposed development is accounted for in the Business Park’s regional detention facility. Staff is supportive of this proposed addition. The applicant has worked with staff to develop plans compliant with the Zoning Code and that meets their client’s needs to expand their existing business within the community in a manner that is compatible with the Batavia Business Park. Before acting on Design Review, the Commission must approve findings. Listed below are the required Findings for Approval from the Zoning Code and a draft of findings for Commission consideration.
Finding 1: The project is consistent with applicable design guidelines: The proposed addition is generally consistent with the Standard Design Review Criteria for Industrial Projects.
2
Finding 2: The project conforms to the Comprehensive Plan, and specifically to the Land Use, Urban Design, and Environment Elements: The proposed addition balances Land Use Element priorities such as Goal 1 which stresses the need to maintain Batavia as an attractive place to work. Goal 9 of the Element also seeks the “maintenance of sufficient…employment areas to ensure the fiscal and economic viability of the City”. The addition would increase the tax base while keeping the quality of this existing industrial development. The proposal also balances the Urban Design Element goals to improve the image of the City as viewed from streets. The proposed site improvements address Goal 3 of the Transportation and Circulation element by providing additional amenities and accommodations for bicyclists and pedestrians. Finding 3: The project is consistent with all applicable provisions of the Zoning Code: The project will be consistent with Zoning Code requirements.
Finding 4: The project is compatible with adjacent and nearby development: The proposed addition and site improvements are consistent with the adjoining industrial development and designed to be compatible with the surrounding industrial development and uses.
Finding 5: The project design provides for safe and efficient provision of public services: As approved, public services can be provided safely and efficiently.
Staff Recommendation Staff recommends the following:
1. Conduct Design Review, including allowing input from meeting attendees. 2. Approve the required Findings for Approval. 3. Approve Design Review subject to the following:
a. Plans shall be in substantial conformance with the plans attached to this report b. Staff approval of Final Engineering c. Approval of an Administrative Use Permit for Deferred (land banked) Parking d. Completion of tax parcel consolidation prior to final building inspection.
Staff notes that Commission action on this Design Review is final and no City Council action is needed. Attachment: Applicant’s Design Review material
c Mayor Department Heads Matt Cotherman, Applicant Media
Riverw
oods, IL 60015
2610 Lake Cook Road
Ph.: (847) 940-0300
Suite 280
ww
w.pidarchitects.com
© 2021 Partners in Design Architects, Inc.
Riverw
oods, IL 60015
2610 Lake Cook Road
Ph.: (847) 940-0300
Suite 280
ww
w.pidarchitects.com
© 2021 Partners in Design Architects, Inc.
1 STORY PRECAST
CONCRETE
BUILDING
133.67'
124.
00'
30.26'
30.36'
41.1
4'
41.1
4'
17.0
0'
26.0
0'
26.00'
R12.00' R12.00
'
R75
.00' R
75.0
0'
R40.00'
R40.00'
R5.00'
PROPOSEDBUILDING
FFE = 755.02±
5' CONC.WALK
ASPHALTDRIVEWAY ASPHALT
DRIVEWAY
ASPHALTDRIVEWAY
5' CONC.WALK
5' PUBLICSIDEWALK
5' PUBLICSIDEWALK
NEW DEPRESSEDCURB ANDGUTTER 109-LF
CONC.STOOP
CONC.STOOP
MATCHEX CURB
MATCHEX CURB
MATCH EXSIDEWALK
MATCH EXPAVEMENT
MATCH EXWALK
MANDOORFFE 755.02
MANDOORFFE 755.02
OVERHEAD DOORFFE 755.02
BOLLARDS (TYP.)
109.00'
CONC.APRON
CONC.APRON
LANDBANKEDPARKINGSTALLS
LANDBANKEDPARKING
STALLS
2' PAVEMENTPATCH PER CITYREQUIREMENTS
81.00'9 - 9' x 19' PARKING STALLS
54.00'6 - 9' x 19' PAR
KING
STALLS
54.00'6 - 9' x 19' PAR
KING
STALLS
1"=20'
GE
OM
ET
RIC
AN
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AV
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PLA
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C-3
CONCRETE AND ASPHALT NOTES:
1. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH IDOT STANDARDSPECIFICATIONS SECTION 420. CONCRETE SURFACES MUST BE WARRENTEED FORONE YEAR AGAINST ANY BIRDBATHING, PONDING OR CRACKS OVER 1/4 WIDE.
2. ALL CONCRETE SHALL BE MINIMUM 3,500 PSI.3. CLEAN, FULL DEPTH SAWCUTS THROUGH EXISTING SIDEWALK AND CURB SCHEDULED
FOR REMOVAL.4. COMBINATION CURB & GUTTER IS 6" HIGH UNLESS OTHERWISE NOTED.5. A 3/4" FIBER EXPANSION JOINT SHALL BE INSTALLED WHEN THE NEW SIDEWALK OR
CURB ABUTS ANY BUILDING.6. CONTRACTION JOINTS SHOULD BE SAWCUT A MINIMUM OF TWO INCHES DEEP WITHIN
4-12 HOURS OF CONCRETE PLACEMENT, BUT NO LATER THAN 24 HOURS AFTERCONCRETE PLACEMENT, BE IN ACCORDANCE WITH SECTION 420.05 IDOT STANDARDSPECIFICATIONS.
7. MAXIMUM 50' C-C BETWEEN CONTRACTION JOINTS IN CURBS OR SIDEWALK.8. ASPHALT SHALL BE PLACED IN ACCORDANCE WITH IDOT STANDARD SPECIFICATION
SECTION 406. ASPHALT SURFACES MUST BE WARRANTEED FOR ONE YEAR AGAINSTBIRDBATHING/PONDING OF ¼" STANDING WATER FOR AREAS GREATER THAN 25SQUARE FEET.
9. ALL PARKING LOTS TO BE PROOF ROLLED PRIOR TO PLACEMENT OF AGGREGATESUBBASE AND AGAIN PRIOR TO INITIAL ASPHALT LIFT. PROOF ROLL TO BE DONE WITHLOADED DOUBLE AXLE DUMP TRUCK AND WITNESSED BY AN OWNER'SREPRESENTATIVE. 100 20' 50'
SITE PLAN NOTES:A. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY /COUNTY/FOX
METRO REGULATIONS AND CODES AND O.S.H.A. STANDARDS.B. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED,
MULCH AND WATER UNTIL HEALTHY STAND OF GRASS IS ESTABLISHEDUNLESS OTHERWISE NOTED.
C. ALL CURBED RADII ARE TO BE 3' MEASURED TO FACE OF CURB UNLESSOTHERWISE NOTED. STRIPED RADII ARE TO BE 5' UNLESS OTHERWISENOTED.
D. ALL DIMENSIONS ARE FACE OF CURB TO FACE OF CURB AND RADII AREBACK OF CURB OR BUILDING FOUNDATION UNLESS OTHERWISE NOTED.
E. BUILDING DIMENSIONS AND ADJACENT PARKING AND UTILITY LAYOUT HAVEBEEN PREPARED BASED UPON ARCHITECTURAL INFORMATION CURRENT ATTHE DATE OF THIS DRAWING. SUBSEQUENT ARCHITECTURAL CHANGES MAYEXIST, THEREFORE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANSFOR PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCELOCATIONS AND NOTIFY THE ARCHITECT AND ENGINEER OF ANYDISCREPANCIES PRIOR TO CONSTRUCTION.
F. ALL PROPOSED CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISENOTED.
G. EXISTING TOPOGRAPHY BY NOLAN & WEDOW SURVEY GROUP..CONTRACTOR SHALL FIELD CHECK EXISTING ELEVATIONS AND CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT AND ENGINEER OF ANYDISCREPANCIES PRIOR TO STARTING CONSTRUCTION.
H. THE CONTRACTOR SHALL CONTACT J.U.L.I.E. (1-800-892-0123) PRIOR TO ANYWORK TO LOCATE UTILITIES AND SHALL CONTACT THE OWNER SHOULDUTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENT..
I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALLUTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES, ETC. ASREQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNINGAUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONSAND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASEBID.
J. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKENFROM A SURVEY BY OTHERS.
K. IMPROVEMENTS ADJACENT TO BUILDING IF SHOWN SUCH AS TRUCK DOCK,RETAINING WALLS, SIDEWALKS, CURBING, CANOPIES, RAMPS, HANDICAPACCESS, PLANTERS, DUMPSTERS AND TRANSFORMERS ETC. HAVE BEENSHOWN FOR APPROXIMATE LOCATION ONLY. CONTRACTOR SHALL REFERTO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONSOF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCKDOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITYENTRANCE LOCATIONS.
L. THE CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF ALL EXISTINGSTRUCTURES TO PROPOSED GRADES AS INDICATED ON PLANS.
M. CONTRACTOR TO VERIFY LOCATION, SIZES, AND ELEVATIONS OF ALLBUILDING SERVICE LOCATIONS WITH ARCHITECTURAL PLANS.
N. TOTAL LAND AREA IS 1.34 +/- ACRES.O. NO SPECIAL CONDITIONS WERE PRESENT ON THIS SITE.P. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "SITE
SPECIFIC SPECIFICATIONS."Q. MONUMENT AND/OR PYLON SIGNS SHALL BE CONSTRUCTED BY OWNER
ASSIGNED CONTRACTOR.R. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL
UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS ANDSTORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPPREQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT, IFREQUIRED.
S. ALL ROADWAY AND PARKING LOT IMPROVEMENTS SHALL BE COMPLETED INACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DEPARTMENT OFTRANSPORTATION, STATE OF ILLINOIS, LATEST EDITION.
T. ROUTING OF GAS, ELECTRIC AND TELEPHONE SERVICES IF SHOWN AREAPPROXIMATE ONLY AND SUBJECT TO CHANGE BASED UPON FINAL REVIEWAND APPROVAL BY RESPECTIVE UTILITY COMPANIES AND OWNER.CONTRACTOR SHALL CONTACT EACH UTILITY COMPANY AND COORDINATEFINAL LOCATIONS FOR ALL UTILITY SERVICES PRIOR TO START OFCONSTRUCTION.
U. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT ASNECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE
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COPYRIGHT:THIS DRAWING SHALL NOT BE USED,REPRODUCED, MODIFIED OR SOLD EITHERWHOLLY OR IN PART, EXCEPT WHENAUTHORIZED IN WRITING BY THE ENGINEER.
PROJECT NO.: 20562
BASE FILE:
SHEET FILE:
ISSUE DATE: FEB 26, 2021
SCALE:
SHEET NUMBER
BA
R O
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1063
PIE
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ON
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, BA
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VIA
, IL
6051
0
R. C
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1 STORY PRECAST
CONCRETE
BUILDING
PROPOSEDBUILDING
FFE = 755.02±
754.75754.75
754.75 754.50
T/C 749.22±G 748.70±
T/C 749.77±G 749.30±
T/DC 749.03G 749.00
749.85
749.90
T/C 753.25±G 752.80±
T/C 754.00±G 753.50±
T/DC 753.03G 753.00T/DC 753.53
G 753.50
2.19% 2.19%2.01%
1.55% 5.88%
2.01%
2.01%
2.01%
1.55
%1.
55%
GRADESWALE TOSOUTH
GRADESWALE TOSOUTH
GRADESWALE TOEAST
GRADESWALE TOEAST
T/C 755.50G 755.02
T/C 755.40G 754.90
T/C 755.40G 754.90
755.02
T/DC 755.02G 755.02
T/C 754.95G 754.45
T/C 754.40G 753.90
T/C 754.25G 753.75
T/C 754.00G 753.50
T/C 753.50G 753.00
T/C 753.00G 752.50
T/C 753.50G 753.00
T/C 753.20G 752.70
T/C 753.20G 752.70
T/C 753.80G 753.30
T/C 751.65G 751.15
T/C 751.65G 751.15
T/C 749.93G 749.90
T/C 749.88G 749.85
T/DC 749.93G 749.90
T/DC 749.88G 749.85
750.39±750.32±
750.40 750.40750.40 750.35
750.25750.20
749.30749.25
RIM752.50
754.95±
754.65±
754.90754.60
754.10
754.00
RIM753.00
754.75
HI PT753.50
RIM753.00
752.00
752.00
751.00
751.00
750.00751.00750.50
753.75
752.00
755.02754.95
MAINTAINEXISTINGDRAINAGECONDITION 751.50754
752
751
753754
755
753
754
752
752753
754754
750
751752
753
754
754
1.00%5.95%T/C 751.80G 751.30
RIM752.55
RIM751.30
753754
755
756757
BERM
1"=20'
PR
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GR
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PR
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COPYRIGHT:THIS DRAWING SHALL NOT BE USED,REPRODUCED, MODIFIED OR SOLD EITHERWHOLLY OR IN PART, EXCEPT WHENAUTHORIZED IN WRITING BY THE ENGINEER.
PROJECT NO.: 20562
BASE FILE:
SHEET FILE:
ISSUE DATE: FEB 26, 2021
SCALE:
SHEET NUMBER
BA
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1063
PIE
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ON
DR
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VIA
, IL
6051
0
R. C
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1"=20'
AU
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EX
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AUTOTURN WB-50 TURN OUT OF SITE
PR
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COPYRIGHT:THIS DRAWING SHALL NOT BE USED,REPRODUCED, MODIFIED OR SOLD EITHERWHOLLY OR IN PART, EXCEPT WHENAUTHORIZED IN WRITING BY THE ENGINEER.
PROJECT NO.: 20562
BASE FILE:
SHEET FILE:
ISSUE DATE: FEB 26, 2021
SCALE:
SHEET NUMBER
BA
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1063
PIE
RS
ON
DR
, BA
TA
VIA
, IL
6051
0
R. C
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ASPHALT
DRIVEWAY
ASPHALT
DRIVEWAY
ASPHALT
DRIVEWAY
7
5
4
7
5
2
7
5
1
7
5
3
7
5
4
7
5
5
753
754
7
5
2
752
753
754
754
7
5
1
7
5
2
7
5
3
7
5
4
754
7
5
3
7
5
4
7
5
5
7
5
6
7
5
7
LANDBANKED
PARKING
STALLS
LANDBANKED
PARKING
STALLS
971.77'
9 - 9' x 19' PARKING STALLS
647.85'
6 - 9' x 19' P
AR
KIN
G S
TA
LLS
647.85'
6 - 9' x 19' P
AR
KIN
G S
TA
LLS
7
5
3
753
7
5
4
754
7
5
5
753
752
7
5
2
752
7
5
2
7
5
1
7
5
1
753
754
7
5
2
7
5
2
753
7
5
3
7
5
2
7
5
1
7
5
0
7
5
0
749
751
7
5
2
750
New FDC
[1] Existing Maple
[1] Existing Maple
[1] Existing Maple
[5] Existing Vibrunum
[4] Existing Vibrunum
[4] Existing Vibrunum
[3] Existing Vibrunum[1] Existing Crabapple
[1] Existing Serviceberry
[5] Existing Ninebark
[1] Existing Spiraea
[2] Existing Magnolia
[3] Existing Crabapple
[1] Existing Pine
[4] Existing Pine
[1] Existing Honeylocust
[4] Existing Lilac
[1] Existing Barberry
[7] Existing Juniper
[4] Existing Juniper
[5] Red Twig Dogwood
[1] Kentucky Coffee Tree
[1] Princeton Sentry Ginkgo
[1] Princeton Sentry Ginkgo
[7] Ivory Halo Dogwood
[9] Little Quick Fire Hydrangea
[1] Redmond Linden
[1] Redmond Linden
[1] Norway Spruce
[3] Taunton Yew
[5] Taunton Yew
[1] Firelight Hydrangea
[7] Summer Wine Ninebark
Existing Fire Hydrant
[1] Firelight Hydrangea
[3] Summer Wine Ninebark
[5] Taunton Yew
[1] Firelight Hydrangea
Existing Building
Proposed
Addition
Pie
rso
n D
rive
[9] Little Quick Fire Hydrangea
[7] Ivory Halo Dogwood
[7] Ivory Halo Dogwood
7
5
0
[3] Autumn Brilliance Serviceberry
Double Loop Bike Rack
2X WIDTH OF
ROOTBALL
TREE PLANTING
NOT TO SCALE
TOPSOIL MIN 12" DEEP
2" SETTLED LAYER OF MULCH
ROOT CROWN AT
FINISH GRADE
FINISH GRADE
ROOT CROWN AT
FINISH GRADE
FINISH GRADE
TOPSOIL MIN 12" DEEP
2" SETTLED LAYER OF MULCH
2X WIDTH OF
ROOTBALL
NOT TO SCALE
EVERGREEN TREE PLANTING
2X WIDTH OF
ROOTBALL
TYP. SHRUB PLANTING
NOT TO SCALE
ROOT CROWN TO BE
AT FINISH GRADE
FINISH GRADE
TOPSOIL MIN 12" DEEP
2" SETTLED
LAYER OF MULCH
Double Loop Bike Rack
NOT TO SCALE
25 1/2"
38 5/8"
6 1/2"
3 1/2" 11-Gauge Steel Pipe
1 5/8" 11-Gauge Steel Pipe
Front View
11"
3"
10 1/4"
25 7/16"
12 3/4"
1/4" Dia.
Side View
Material
Mount Type
Color
Capacity
Steel
Surface Mount
Black Onyx
Two (2) Bikes
1550 W. BARTLETT RD.
BARTLETT, IL 60103
P: 630-497-1000
F: 630-497-2110
www.sebert.com
CREATIVE PROPERTY OF
SEBERT LANDSCAPING CO.
DUPLICATION OF THIS
DOCUMENT IN FULL OR PART
IS PROHIBITED WITHOUT
WRITTEN AUTHORIZATION
THESE DRAWINGS ARE
INTENDED TO ILLUSTRATE
DESIGN INTENT AND SHOULD
BE USED AS A GENERAL
REFERENCE GUIDELINE.
Pa
ge
:
Da
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:
Sca
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:
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y:
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1-1
3-2
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106
3 P
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D
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Batavia
, IL
La
nd
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P
la
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Note:
All Landscaping material shall be installed in accordance
with the planting procedures established by the latest
addition of American Standard for Nursery Stock.
3-3-2
02
1
FFE = 755.02±
BUILDING
PROPOSED
hc
376
754.18
S 89°56'41"E 390.00
N 89°56'41"W 390.00
N 00°03'19"E 150.00
N 00°05'54"E 149.81
S 00°03'19"W 150.00
S 00°05'54"W 149.81
REC. = MEAS.
REC. = MEAS.
REC. = MEAS.
REC. =
MEAS. =
REC. =
MEAS. =
1 STORY PRECAST
CONCRETE
BUILDING
PIERSON DRIVE
DEPRESSED
CURB
FFE = 755.02±
BUILDING
PROPOSED
hc
376
754.18
S 89°56'41"E 390.00
N 89°56'41"W 390.00
N 00°03'19"E 150.00
N 00°05'54"E 149.81
S 00°03'19"W 150.00
S 00°05'54"W 149.81
REC. = MEAS.
REC. = MEAS.
REC. = MEAS.
REC. =
MEAS. =
REC. =
MEAS. =
1 STORY PRECAST
CONCRETE
BUILDING
PIERSON DRIVE
DEPRESSED
CURB
Luminaire Schedule
Symbol Qty LabelArrangement Description Tag Lum. Watts
1 E SINGLE 35 W LED WALL FIXTURE WP-2 33.8
2 D SINGLE 185 W LED WALL WP-1 187.73
1 C SINGLE 185 W LED POLE P-1 187.73
Calculation Summary
Project: Photo for Addition_Bar One
LabelUnits Avg Max Min
Avg/Min# Pts
DRIVEWAY AT ADDITIONFc
0.99 3.0 0.1N.A.
108
REAR DOORFc 1.07 2.7 0.1 N.A. 15
SOUTH AND WEST LOT LINES Fc 0.09 0.5 0.0 N.A. 70
D
D
C
E
0.1
1.0 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.4 0.5 0.7 0.9 1.3 1.7 2.0 2.0 1.6 1.1 0.9 0.6 0.4 0.3
0.5 2.0 2.5 2.4 1.9 1.5 1.1 0.9 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.7 1.0 1.3 1.7 2.1 2.4 2.4 2.1 1.5 1.1 0.8 0.6 0.4
0.6 2.4 3.0 2.9 2.2 1.7 1.3 1.0 0.8 0.7 0.6 0.5 0.5 0.6 0.6 0.8 1.0 1.3 1.7 2.1 2.4 2.3 2.0 1.5 1.1 0.8 0.6 0.5
0.7 0.6 0.5
0.7 0.6 0.6
0.7 0.6 0.5
0.7 0.6 0.5
0.7 0.6 0.5
0.7 0.6 0.5
0.6 0.5
0.6 0.5
0.5 0.4
0.5 0.4
0.4 0.4 0.3
DRIVEWAY AT ADDITION
0.8 0.5 0.1
1.2 2.5 0.8
1.2 2.7 1.7
1.0 1.8 0.5
0.7 0.4 0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.4
0.5
0.5
0.5
0.4
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 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
LIG
HT
IN
G P
HO
TO
ME
TR
IC
P
LA
N FO
R:
BA
R O
NE
A
DD
IT
IO
N
10
63
P
IE
RS
ON
D
RIV
E
BA
TA
VIA
, ILL.
PH-1
DATE:
1/11/21
EXTERIOR LIGHTING PHOTOMETRIC PLAN
SCALE 1/32"=1'
N