Sketch Plan Review and
Site Plan Review Applications
Town of Poland, Maine
for
Nestle Waters North America
Spring Water Road
Poland, Maine
March 8, 2016
Applicant
Nestle Waters North America
400 Killick Pond Road
Hollis, ME 04042
Prepared By
Walsh Engineering Associates, Inc.
1 Karen Drive, Suite 2A
Westbrook, Maine 04092
March 8, 2016
Mr. Nick Adams
Code Enforcement Officer
Town of Poland
1231 Maine Street
Poland, Maine 04274
RE:
Sketch Plan and Site Plan Review Applications
Nestle Water North America
Spring Water Road
Poland, Maine
Dear Nick,
As you recall, Nestle Waters North America, DBA Poland Spring Bottling, was before the Poland
Planning Board last June 9th for a sketch plan review of a 7,230 building addition to its bottling
plant off Spring Water Road. NWNA intends to proceed with the project now. However, since
the sketch plan review by the board was over six months ago we are submitting both Sketch Plan
Review and Site Plan Review applications at this time.
The applicant is requesting the following of waivers as part of this application:
Section 509.8.A.4.b Bearings and Distances of All Property Lines
The Applicant requests a waiver from this requirement because the proposed development is
located within the limits of the existing development on the site and a minimum of 120 feet from
any property line.
Section 509.8.A.4.c Location and size of Existing Sewer and Water Mains, Culverts and Drains
The Applicant requests a waiver from this requirement because the development proposes to
connect to existing sewer, water and storm sewer infrastructure on the site that was reviewed and
approved by the Town of Poland previously and will not change the nature or location of any
discharges offsite.
Section 509.8.A.4.e Location, Dimensions and Ground Floor Elevations of Existing Buildings
The Applicant requests a waiver from this requirement because the proposed addition will be built
adjacent to the existing building that was reviewed and approved by the Town of Poland previously
and will not increase or decrease existing impervious surfaces, developed area or setbacks to
property lines.
One Karen Drive, Suite 2A I Westbrook, Maine 04092
phone 207.553.9898 l www.walsh-eng.com
Section 509.8.A.4.f Location and Dimensions of Existing Driveways, Parking and Loading Areas
The Applicant requests a waiver from this requirement because the existing driveways, parking
and loading areas were previously reviewed and approved by the Town of Poland. The proposed
development proposes a minor change to circulation and this is shown on the submitted plans.
Section 509.8.A.5.b Existing and Proposed Setbacks
The Applicant requests a waiver from this requirement because the project is located at least 300
feet from, and no closer than the existing building, to the nearest property line.
Section 509.8.A.5.l Landscaping Plan
The Applicant requests a waiver from this requirement because no additional landscaping is
proposed as part of this development project. The area is not visible from any adjacent properties.
Section 509.8.A.5.n Property Lines of Abutting Properties
The Applicant requests a waiver from this requirement because the proposed addition is within the
developed footprint of the existing facility and at least 120 feet from the nearest property owned
by the State of Maine. The nearest residence is over 3,000 feet away from the addition.
Section 509.8.A.5.o Traffic Data
The Applicant requests a waiver from this requirement because the proposed project will have no
appreciable effect on traffic generated by the facility.
Section 509.8.A.5.o Traffic Data
The Applicant requests a waiver from this requirement because the proposed project will have no
appreciable effect on traffic generated by the facility.
On behalf of the Applicant, we look forward to working with you to make this project a success.
Upon review, we request that the project be placed on the next available Planning Board agenda.
Please find enclosed nine (9) copies of the required Major Site Plan application materials and plan
set. Please contact us at your earliest convenience if you require any additional information.
Respectfully,
Norman G. Chamberlain II, PE
Walsh Engineering Associates, Inc.
cc:
Jay Frederick, Nestle Waters North America
enc:
Sketch Plan Review Application and Site Plan Review Application
Application Fees ($75 + $150 + 17 x $0.75 = $237.75)
Town of Poland, Maine
Planning Board
Sketch Plan Review
Instructions:
1. Read every part of this document. Failure to follow requirements can and will delay the Planning Board’s decisions.
2. Fill out the forms on pages 1 and 5. Obtain or get copies of information as required by the application on these pages.
a. The CEO can generate a map of the general location of your project if you cannot find a topographic map.
b. Words in italics contain important instructions. Please follow them.
3. Use the “Submission Checklist” on page 3 to make sure submission requirements are met.
a. The checklist is a summary of the standard requirements in Section 509.4 of the Comprehensive Land Use Code.
b. The actual Code wording may be found on-line at www.polandtownoffice.org. Go to the “Code Enforcement” page and then select “Services”.
c. Hardcopies are available at the town office.
d. Make sure all waiver requests have a written statement for each request. Check with the Code Enforcement Office to make sure items stated as “On File”
are indeed in the town office.
e. Some requirements may need only a one paragraph or one sentence statement. Make sure all requests are answered.
4. Make the necessary copies of pages 1 through 4 of the application and all information requested (see item 5 below).
5. NUMBER OF COPIES OF THE APPLICATION AND DUE DATE
a. A total of at least 8 copies and 1 PDF of the plans are needed. (Don’t forget to make a copy for yourself) The Code Enforcement Office must receive the
original application, one PDF, and an additional 7copies with appropriate fees by 1:00 p.m. seven days before the stated meeting to remain on the upcoming
agenda.
b. If review for missing information by the Code Enforcement Officer is desired, a copy must be submitted to the CEO at least 14 days prior to the meeting.
6. The application must be on file for public review for at least 7 days prior to the meeting. Applications received after the Agenda is posted may not be reviewed
by the Board for your scheduled meeting date. Additional Information:
a. An Agenda Request form is on page 4. This form needs to be filled out and returned to the Planning Office. This form is used to place your application on
the Planning Board’s agenda on a first-come, first-served basis. This may be filled out and given to this office at the time you obtain the application.
Planning Board Review Fees:
Type of fee
Application – sketch plans
Description
Rough designs or concepts
PROJECT NAME: Poland Spring Bottling Building Addition
Date of Planning Board Review:
/
/
Amount
$ 75.00
Units or Comments
Each application
Application #
LOT INFORMATION:
Tax Assessor’s Map # 6
Lot # 40
Sub lot # B
Lower Range Pond
Watershed:
Road Location : Spring Water Road (Rte. 122)
Lot Size: 354+/Acres or Sq. Ft.
Road Frontage: 2,914
Ft.
Year lot created: 1979 est.
(If unknown, give best estimate with “est.” after date)
Zoning District(s): General Purpose II
Flood Zone: NO
Aquifer Overlay: Yes, APO District 1
Current use of lot: Water Bottling Plant
LAND OWNER(s):
Jay Frederick
Name(s):
Company:
Nestle Waters North America, Inc.
400 Killick Pond Road
Mail Address:
Main Phone: 207-727-7349
Town/State/Zip
Alternate Phone:
Rev 2011.03.14
Hollis, ME 04042
Page 1 of 4
The following list is the information required in Chapter 509.4 of the Comprehensive Land Use Code for the Town of Poland, Maine for
a complete Sketch Plan Review Application. Please check in the left-hand columns if the information has been provided, if you request
a waiver from submitting the information, or you believe the information is not applicable to your application. If a waiver(s) is requested,
or the information is not applicable, a written explanation is required.
For Applicant Use
Provided Waiver
Not
Request Applicable Item Section 509.4.D
Signed copy of application
x
Name & address of owner
x
Map & lot #’s
x
Name of development
x
Sketch plan of proposed development
x
Map of general location
x
Show all contiguous properties
x
Show existing development
x
For Planning Board Use
Received On File Waived Not Applicable
This pre-application was first looked at by the Planning Board on
review process.
/ /
but does not create vested rights in the initiation of the
By vote of the Board this application requires an on-site inspection:
If yes, an onsite inspection is scheduled for
/
/
Yes
at
:
No
AM
PM
Special Requirements for Formal Site Review:
/
Date
Planning Board Chair
/
On-site Inspection
A.
B.
C.
D.
E.
F.
ITEM
Less than 6 inches of snow on the ground
Structures, roads, parking, etc. flagged
Notice of inspection posted
Public allowed to accompany on-site inspection
PB reviewed site findings at next meeting
PB set contour intervals for formal application
Rev 2011.03.14
Page 3 of 4
Requirements Met
Deficient
Waived
Not Applicable
Town of Poland, Maine
Planning Board
Instructions:
1.
2.
3.
4.
5.
Formal Site Plan Review
Read every part of this document. Failure to follow requirements can and will delay the Planning Board’s decisions.
Fill out the forms on pages 1 through 6. Obtain or get copies of information as required by the application on these pages.
Use the “Submission Checklist” on pages 5 and 6 to make sure submission requirements are met.
a. The checklist is a summary of the standard requirements in Section 509.8 of the Comprehensive Land Use Code.
i. The actual Code wording may be found on-line at www.polandtownoffice.org. Go to the “Code Enforcement” page, select
“Comprehensive Land Use Code” at that bottom of the page. Hardcopies are available for purchase at the town office.
b. Make sure all waiver requests have a written statement for each request. Check with the Code Enforcement Office to make sure items
stated as “On File” are indeed in the town office.
c. Some requirements may need only a one paragraph or one sentence statement. Make sure all requests are answered.
NUMBER OF COPIES OF THE APPLICATION AND DUE DATE
a. A total of at least 9 copies of the plans and 1 PDF are needed. Be sure to make a copy for yourself.
b. The Code Enforcement Office must receive the original application and an additional 8 copies with appropriate fees by 1:00 p.m. seven days
before the stated meeting to remain on the upcoming agenda.
c. If review for missing information by the Code Enforcement Officer is desired, a copy must be submitted to the CEO at least 14 days prior to
the meeting.
d. The application must be on file for public review for at least 7 days prior to the meeting. Applications received after the Agenda is posted
may not be reviewed by the Board for your scheduled meeting date.
Check with this office to make sure that all departments have responded to your application prior to the meeting.
PROJECT NAME: Poland Spring Bottling Building Addition
Date of Planning Board Review:
/
/
Application #
LOT INFORMATION:
6
Tax Assessor’s Map #
Lower
Range
Pond
Watershed:
Lot #
40
Sub lot # B
Property’s Road Location: Spring Water Road
Lot Size: 354+/Acres or Sq. Ft.
Road Frontage: 2,194
Ft.
Year lot created: 1979
(If unknown, give best estimate with “est.” after date)
Zoning District(s): General Purpose II
Flood Zone: N/A
Aquifer Overlay: District 2
Current use of lot: Water Bottling Facility
LAND OWNER(s):
Name(s)
Company
Nestle Waters North America, Inc.
Mail Address:
400 Killick Pond Rd.
Main Phone: 207-727-7349
Hollis, ME 04042
Rev 2011.03.14
Page 1 of 10
-
-
Town/State/Zip
Alternate Phone:
-
-
APPLICANT or CONTACT PERSON:
x Landowner
Applicant is:
Contractor
Renter
Buyer
If landowner, write “Same” below and continue to next block below. If not the landowner, submit a letter of
permission to construct on or use the land, or copy of a contract to buy from the landowner, along with the following
information:
Name(s):
SAME
Company
Mail Address:
Main Phone:
Town/State/Zip
Alternate Phone:
-
-
THIS APPLICATION IS FOR:
(Check all that apply)
Commercial
New Development
Change In Use
x Industrial
Institutional
Expansion of Use
Governmental
Expansion of Structure(s)
Open Space
Resumption of Use
EXISTING LOT CONDITIONS:
(This page is to describe what is on your lot currently)
1. General
x
Does this lot have any development? (If No, go to “Proposed Development”)
Yes
No
x
a. Is there an existing Well
Yes
No
b. Is there an existing Septic System
Yes
x
No
i) If yes, submit a copy of a septic permit, or drawing(s) showing size & location.
x Yes
c. Is there an existing Road Entry
No
i) If yes, will there be any changes/modifications?
Yes
x No
ii) (If no, submit copy of appropriate road entry application if entrance is onto a state or town road.)
d. Any structures to be removed
Yes
x
No
i) If yes, submit information about the structure to be removed and how any debris will be disposed of.
2. Existing Land Development & Improvements NOT Including Buildings
4+/- Acres
a. Size of lawns
or Acres
b. Size of fields
or Acres
c. Size of driveways/roads
d. Size of other non-vegetated areas
25 +/- Acres
e. Wetlands already filled
Unknown
3. Existing Main Structure
a. Ground Footprint
480,000 +/b. Total Gross Floor Space (exterior dimensions of all floors)
480,000 +/c. Road Frontage Setback
1,800 +/Rev 2011.03.14
Page 2 of 10
-
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
Ft.
d. Side Setback
e. Rear Setback
f. Distance to Great Pond
x
x
g. Distance to Stream
h. Distance to Wetlands
4. Foundation Type
Full Basement
5. Existing Accessory Structure(s)
a. Total Number of Structures
b. Total Ground Footprint
c. Total Floor Space
d. Closest Road Setback
e. Closest Side Setback
f. Closest Rear Setback
x
g. Distance to Great Pond
h. Distance to Streams
x
i. Distance to Wetlands
6. Total Existing Impervious surfaces
a. Add 2c +2d + 3a + 5b
200+/1,400 +/Not applicable (over 250’)
Not applicable (over 250’)
Not applicable (over 250’)
x Frost Walls
150+/Slab
5
Unknown
Unknown
1,400 +/300+/1,400 +/Not applicable (over 250’)
Not applicable (over 250’)
Not applicable (over 250’)
150+/-
Ft.
Ft.
Ft.
Ft.
Ft.
Piers
Sq. Ft.
Sq. Ft.
Ft.
Ft.
Ft.
Ft.
Ft.
Ft.
Sq. Ft.
PROPOSED DEVELOPMENT:
0
1. Wetlands to be impacted
Sq. Ft.
2. New footprint(s) and developed area(s):
7,230
a. Changes in building footprint(s)
Sq. Ft.
b. Changes in driveway/roadway
Sq. Ft.
-7,230
0
c. Changes in patios, walkways, etc.
Sq. Ft.
d. TOTAL (2a+2b+2c)
Sq. Ft.
0
3. Percentage of lot covered by impervious surfaces:
%
10+/a. (Equals [areas on line 6 page 2 + line 2d above] / [Total lot area measured in sq. ft.] * 100%)
SUBMISSIONS:
1. Attach drawings and/or statements describing the following items, if applicable:
a. Provide a copy of deed and Tax Assessor’s information card.
b. Provide a map of the general area showing land features within at least ½ mile of this lot.
c. Provide site plan(s) of your lot with existing development and its dimensions shown.
d. Provide site plan(s) of your lot with proposed development and its dimensions shown.
i. (May be combined on existing development drawing.)
e. Provide detailed plans of proposed structural development and changes.
f. Provide statements or drawings of methods of infrastructure:
i. Water supply
ii. Sewage disposal
iii. Fire protection
iv. Electricity
v. Solid waste disposal
g. Type, size, and location of signs.
h. Number of parking spaces.
i. Provide phosphorus loading calculation if in a great pond watershed area.
j. Anticipated date for start of construction.
k. Anticipated date for completion of construction.
l. Standard submissions requirements shall follow Section 509.8 of the Comprehensive Land Use Code. Copies of the
Code are available for viewing at the Town Office and Library. Copies are available for purchase ($25.00) in the Code
Enforcement Office.
i. (Use checklist starting on page 6 for summary of usual requirements.)
m. Other requirements unique to your project added by the Planning Board.
Rev 2011.03.14
Page 3 of 10
Submission CHECKLIST
The following list is a short summary of the information required in Chapter 509.8 of the Comprehensive Land Use Code for
the Town of Poland, Maine. Please checkmark or place an “X” in the left-hand columns if the information has been provided, if
you request a waiver from submitting the information, or you believe the information is not applicable to your application. If a
waiver(s) is requested, or the information is not applicable, a written explanation is required. Columns on the right are for the
Planning Board’s use.
For Applicant Use
Provided Waiver
Not
Section 509.8.A Submission requirements
Request Applicable
x
1. Site Plan Drawings
2. Signed copy of application
x
3.a. Name & address of owner
x
Name of development
x
Name & address of abutters within 500’ of lot for development
Map of general location
x
Show all contiguous properties
x
Names, Map, & lot #’s on drawings
Copy of deeds, agreements
x
Engineer/ designer of plans
x
Existing Conditions (Site Plan)
Zoning Districts on and/or abutting project’s lot shown
Bearings & Distances shown on drawings
x
Location of utilities, culverts, drains
x
Location, name of existing r/w
x
Location, dimensions of existing structures
x
Location, dimensions of existing roads, walks, parking, loading, etc.
x
Location of intersection within 200’
x
Location of open drains, wetlands, wildlife areas, historic sites, etc.
x
Direction of surface drainage
x
100-yr. Floodplain
x
Signs
x
Easement, covenants, restrictions
x
Proposed Development (Site Plan)
Location & dimensions of all new structures. New development delineated from
x
existing development
Setback dimensions shown & met
x
Exterior lighting (Will meet full cutoff requirements)
x
Incineration devices
x
Noise of machinery and operations
x
Type of odors generated
Septic system and other soils reports
x
Water supply
x
Raw & finished materials stored outside
x
Contours shown at PB specified intervals
x
Curbs, sidewalks, drives, fences, retaining walls, parking, etc.
Landscaping plan
x
Easements, r/w, legal restrictions
x
Abutters’ property lines, names
x
TRAFFIC DATA
x
x
Rev 2011.03.14
Page 5 of 10
For Planning Board Use
Received On Waived
Not
File
Applicable
For Applicant Use
For Planning Board Use
Provided Waiver
Not
Section 509.8.A Submission requirements
Received On Waived
Not
Request Applicable
File
Applicable
Peak hour traffic
Traffic counts
Traffic accident data
Road capacities
Traffic signs, signals
STORMWATER & EROSION
Method for handling stormwater shown
x
Flow direction
x
x
Catch basins, dry wells, ditches, etc.
x
Engineering Analysis of stormwater
x
Erosion control measures
x
Hydrologist groundwater impact
x
Utility plans for all utilities
Cross-section profile of roads, walks
x
Construction drawings of roads, utilities
x
Cost analysis of project and financial capability demonstrated
x
Phosphorus control plan if in watershed of a great pond
x
Submission of waiver requests
x
Copies of state, federal applications, permits, &/or licenses required for this project.
x
Condition A.
Condition B.
Condition C.
Condition D.
Condition E.
General Review Standards & Basis for Finding of Facts – To be Used by the Planning Board
Based on Section 509.9 (M=met, W=waived, NA=not applicable)
Review Requirement
A. Preservation of Landscape
a) Natural state preserved
b) Minimal tree and soil removal
c) Vegetation retained
d) Grades in character with area
e) Scenic Site
f) Wetlands
g) Wildlife habitats
h) Steep slopes
i) Unique features & natural sites
j) No undue effect on scenic sites
B. Relation of Proposal to Environment
a) Harmonious to terrain & existing structures
1. Architectural style
2. Building scale
3. Harmony with adjoining buildings
4. Material suitability
5. Material durability
6. Building component proportions
7. Color scheme
8. Mechanical equipment placement
9. Exterior lighting style
10. Solid waste storage areas
11. Varied styling for multiple buildings
C. Compatible with Residential Areas
1. Traffic flow
Rev 2011.03.14
M
W
Page 6 of 10
Deficiency
NA
Review Requirement
2. Residential view of site
3. Noise nuisance
4. Artificial lighting glare
5. Odor Nuisance
6. Privacy of Residents
D. Vehicular Access
a) Conceptual Master Plan
b) Conceptual Plan consistent with Plan
1. Adequate road capacity
1.a. Public agency committed funds
1.b. Applicant’s financial responsibility
2. Sight distances
3. Multi-business sight distances
4. Common access for multi-business
5. Level C Service for heavy road access
6. At least 2 entrances for heavy traffic
E. Vehicle access to state routes
1. Site access on minor collector
2. Curb cuts one/ 200’
3. Maximum # of Curb cuts
4. Curb cut design based on volume
5. Driveway spacing form intersection
6. Driveway spacing between driveways
7. Driveway spacing to property line
8. Driveway spacing located across road
9. Access upgraded for expansion
F. Surface Water
1.-a) Land elevation above floodplain
1.-b) Nature of soils
1.-c) Slope of land
2.Best Management practices
3. Storm water pipe sizing
4. Catch basins
G. Conservation, Erosion Control
1. Stripping & re-grading of land
2. Cut – Fill operations
3. Duration of disturbed areas
4. Stabilization of disturbed soils
6. Permanent vegetation and erosion control
7. Temporary erosion control
8. Removal of sedimentation from soil disturbances
9. Maintenance of drainage facilities
10. Employment of BMP
H. Phosphorus Export
a) Records of all permits for the area reviewed
b) Review of actual development rate in area
1. Phosphorus export calculations
2. Phosphorus control measures
I. Site Conditions
1. Measures for leaving site in safe conditions daily
2. Measures to clear site for final insp. & occupancy
3. No significant changes in elevation
J. Signs
K. Special Features
a) Setbacks
b) Plantings
c) Screenings
L. Exterior Lighting
a) Energy efficient
b) Minimum impact to neighborhood
c) Lighting shielded
d) Lighting does not exceed 0.5 ft-candles @ lot line
e) Provisions to shut off all but security lights during non-
Rev 2011.03.14
M
W
Page 7 of 10
Deficiency
NA
Review Requirement
business hours.
f) Replacement lighting meets new requirements.
M. Reserved
N. Municipal Services
a) No adverse impact on roads
b) No adverse impact on fire dept.
c) No adverse impact on rescue dept.
d) No adverse impact on police
e) No adverse impact on schools
f) No adverse impact on recreational programs
g) No adverse impact on solid waste system
M
W
X
O. Water supply
P. Groundwater
1. Protection of Groundwater Quality
2. Protection of fuel & chemical storage
3. Underground storage according to DEP
Q. Air Emissions
R. Odor Control
S. Noise
1. Meet noise standards for area
2. Measurements made to ANSI standards
3. Exemptions
T. Sewage Disposal
1. On-site disposal design
2. Nitrate-nitrogen concentrations
U. Waste Disposal
1. Solid waste hauler
2. Hazardous waste hauler
V. Buffer Areas
a) Buffer strip at zone changes
b) Buffer minimizes impact for outside activities
c) Small children protection
d) Sufficient year round screening.
W. Financial Technical Capacity
X. Conforms with Comp. Plan
5-109.10 Waivers
a) Board’s list of Finding-of-facts for waivers.
b) Board’s set of conditions for waivers
Other segments of the C.L.U.C.
Rev 2011.03.14
Page 8 of 10
Deficiency
NA
Site Review and Shoreland Zoning Review Fees:
Type of fee
Application – sketch plans, Rough design
Application – formal3
Approval extension, Planning Board Approval only
Escrow 4, minimum amount
Extension of approval
Auto graveyards, recycle business
Junkyard, Storage Lots
Residential Towers
Fee
$75.00
$150.00
$50.00
$700.00
$100.00
$5.00
$1.50
$20.00 + $5.00
per $1,000.00
$20.00 + $10.00
per $1,000.00
$.75
Commercial Towers
Notifications
1. Building and Structures may include up to five
times the footprint area of the building for grounds
improvements, exclusive of the building footprint, as
part of the building review fee.
2. Building and Grounds Improvement Fees. The
sum of these two fees may be limited to $2,500.00 per
application at the discretion of the Planning Board.
(Junkyards, auto graveyards, recycling business, and
towers excluded.
3. Reduced Fees: The Planning Board may, upon
application therefore, allow a reduced total site review
fees to $50.00 in any case which it determines that the
work for which the permit is sought will be performed
within the Shoreland Zone. The project shall be
intended solely for the purpose of protecting a Great
Pond, Stream, River, or other Natural Resources
through the implementation of Conservation, Best
Management Practices, or other environmental
safeguards. Also, the project shall not result in the
enlargement of any building or structure or an
intensification of the existing use of the property.
4. Review Escrow Funds may be used by the Town to
pay for professional reviews an advice requested by the
Planning Board or Code Enforcement Officer related to
the applicant’s proposed development. Review escrow
funds deposited by the applicant not spent during the
course of the Town’s review shall be returned to the
developer within sixty days after the Planning Board’s
decision on the application is final. If Professional
review and advice fees exceed the amount deposited,
the developer shall pay the amount outstanding before
final approval or any permit is granted.
Rev 2011.03.14
Page 9 of 10
Units or Comments
Each application (no other fees)
Each application + fees below
One extension only (no other fees)
When required by Planning Board
Before approval expires
Per vehicle storage slot (parking space)
Per ft2 of outside storage
Based on Cost of Work
Based on Cost of Work
Each Notification, First Class Mail sent by Town
TABLE OF CONTENTS
SECTION
1
Development Description
1.1
Project Overview
1.2
Existing Conditions
1.3
Proposed Development
1.4
General Review Standards
2
Abutters
3
Deed
4
FIRM
5
Lighting
6
Site Plans
1
1.1
Development Description
Project Overview
Nestle Waters North America proposes a 7,230 square foot addition to its existing bottling plant.
The addition will be on an existing paved area and attached to the east side of the north end of the
main structure. Several structures and a tank will need to be removed and a silo relocated to the
north end of the building.
1.2
Existing Conditions
The property currently has significant development including a large bottling plant, loading areas,
trailer storage areas, roads, driveways, parking lots and some lawn areas. Stormwater runoff from
impervious areas is treated in various ways that have been reviewed and approved by the Maine
DEP as part of the facilities Site Location of Development permit.
The site is currently connected to public sewer and public water by extensions from the Auburn
Sewerage and Auburn Water Districts, respectively.
1.3
Proposed Development
The Applicant intends to construct a new 7,230 square foot addition to the west side of the main
facility near the north end. The addition will house carbon filters to be used as part of the treatment
process. The existing silo that is within the footprint of the addition will still be required as part
of the process and will be relocated to the north end of the building. All proposed development
will take place on existing paved areas and no new impervious surface will be created.
Existing water, gas, and electrical services will be coming from the existing building. A new
sanitary service from the addition will be connected to a new sanitary manhole that will be
constructed on an existing 12” sewer pipe just outside the addition.
The project is located over a significant sand and gravel aquifer. Spill prevention measures
currently in place at the facility will be used to prevent and minimize impacts. The project is also
located over 120 feet from an existing kettle pond, however there will be no additional impacts
due to the development.
Stormwater management at the site has been designed to meet standards and requirements of the
existing Site Location of Development Permit. Due to the fact the project has no net increase in
impervious surface the development falls under the exemption allowed by the Site law.
Stormwater treatment and detention will be handled by existing systems reviewed and approved
by the Maine DEP and Town of Poland.
1.4
General Review Standards
The proposed project will meet the standards of Section 509.9 of the Comprehensive Land Use
Code for Poland, Maine as discussed below:
Section 509.9.A Preservation of Landscape
The project will have little or no impact on the natural landscape as all development will be within
the limits of the existing impervious surface and developed area of the facility.
Section 509.9.B Relation of Proposed Buildings to Environment
The project will meet the requirements of this section as the proposed architectural style and
materials used for the addition will be consistent with the existing facility.
Section 509.9.C Compatibility with Residential Areas
The proposed addition will not be visible from any existing residential areas, the closest of which
is over 2,700 feet away.
Section 509.9.D Vehicular Access
The proposed addition is part of the existing operation and will not have any appreciable impact
on traffic to and from the facility and no changes are proposed to the layout of parking areas or
access to the site.
However, the location of the addition will reduce the distance between the corner of the addition
and the existing edge of pavement to about 18 feet, making two-way truck traffic difficult. The
Applicant is proposing a traffic system with radar sensors and traffic signals to control traffic and
improve safety.
Section 509.9.E Vehicular Access to Routes 11, 26, 121 1nd 122
The existing facility has an existing access to Route 122 with an existing eastbound left turn lane
onto the site and westbound truck lane on Route 122. The proposed development with have no
appreciable impact on the existing facility access to Route 122.
Section 509.9.F Surface Water
The project will have no negative impact on surface water pollution. Stormwater from the roof
will be collected in downspouts and a new drainage pipe and storm manhole and directed to the
existing drainage system. This drainage system flows through an existing Vortechnics Oil and
Grit Separator before it is discharged to a low lying area north of the facility where it percolates
into the sandy soil.
Section 509.9.G Conservation, Erosion and Sediment Control
There will be no stripping of vegetation in the course of this project. The pavement will be sawcut
to construct the foundation and all exposed soils will be kept below the level of the remaining
pavement. The remaining pavement will be kept clean by sweeping as required. After the
foundation is complete and underground services installed, the area will be backfilled and repaved
as shown on the plans.
Section 509..9H Phosphorous Export
This project is located in the watershed of Lower Range Pond. However, local topography is such
that stormwater runoff from this area of the site does not reach the lake directly but percolates into
the ground and reaches the lake through groundwater. Additionally, the proposed project will
replace pavement area with roof which has a lower phosphorous export rate.
Section 509.9.I Site Conditions
Methods and materials of construction will maintain the site in a safe and sanitary condition and
will minimize impacts to adjacent areas.
Section 509.9.J Signs
No signs are proposed as part of this project.
Section 509.9.K Special Features
The proposed project exceeds all setbacks and screening requirements.
Section 509.9.L Exterior Lighting
Exterior lighting proposed for the addition will include 3 LED wall packs along the east side of
the building and 2 metal halide flood lights over the north and south access doors. The LED lights
are full cutoff and the metal halide are to provide security at the doors. The lighting will not be
visible from the street or any neighboring structure and will have no impact on the overall lighting
impact of the facility.
Section 509.9.M Emergency Vehicle Access
The proposed development will provide convenient and safe access of emergency vehicles to the
facility.
Section 509.9.N Municipal Services
The proposed development will have no additional impact on the municipal services listed in this
section of the ordinance.
Section 509.9.O Water Supply
The proposed development will have no additional impact on existing water supplies.
Section 509.9.P Ground Water
The proposed development will have no additional impact on groundwater.
Section 509.9.Q Air Emissions
The proposed development will have no additional impact on air emissions.
Section 509.9.R Odor Control
The proposed development will not produce offensive or harmful odors.
Section 509.9.S Noise
The proposed development will have no additional impact on noise.
Section 509.9.T Sewage Disposal
Sanitary sewage from the addition will be directed to the existing sewer collection system at the
facility and pumped to the Auburn Sewerage District.
Section 509.9.U Waste Disposal
The proposed development will have no additional impact on groundwater.
Section 509.9.V Buffer Areas
The proposed development will have no additional impact on existing buffers and screening of the
facility.
Section 509.9.W Financial and Technical Capacity
The applicant is a multi-national corporation that has demonstrated through satisfactory
completion of projects in Poland significantly larger than the proposed addition that it has the
financial and technical capacity to complete this project. .
Section 509.9.X Conformance with Comprehensive Plan
The proposed development is in conformance with the Town of Poland Comprehensive Plan.
2
See the attached abutters list.
Abutters
03/03/2016
109 POLAND SPRING DR.
2:53 PM
0001-0011-0001
0001-0011-0002
0001-0011-0003
PIKE INDUSTRIES INC.
3 EASTGATE PARK RD.
BELMONT, NH 03320
PIKE INDUSTRIES INC.
3 EASTGATE PARK RD.
BELMONT, NH 03320
PIKE INDUSTRIES INC.
3 EASTGATE PARK RD.
BELMONT, NH 03320
0001-0011-0004
PIKE INDUSTRIES INC.
3 EASTGATE PARK RD.
BELMONT, NH 03320
0001-0011-0005
PIKE INDUSTRIES INC.
3 EASTGATE PARK RD.
BELMONT, NH 03320
0001-0012
PIKE INDUSTRIES INC.
3 EASTGATE PARK RD.
BELMONT, NH 03320
0001-0013-0002
MULLER, THOMAS A.
MULLER, CARLENE (JT)
120 SPRING WATER RD.
POLAND, ME 04274
0001-0013-0003
WEBB, EUGENE R.
WEBB, JACQUELINE M. (JT)
104 SPRING WATER RD.
POLAND, ME 04274
0002-0017A
PIKE INDUSTRIES, INC.
3 EASTGATE PARK RD.
BELMONT, NH 03320
0006-0040
IMAGE INC.
% CYNTHIA ROBBINS
% CYNTHIA ROBBINS
POLAND, ME 04274
0006-0040A
MAINE, STATE OF
C/O BUREAU OF PUBLIC LANDS
C/O BUREAU OF PUBLIC LANDS
AUGUSTA, ME 04333
0006-0040B
NESTLE WATERS NORTH AMERICA INC.
ATTN: TAX DEPARTMENT
900 LONG RIDGE ROAD BLD. 2
STAMFORD, CT 06902
0006-0040C
POLAND SPRING PRESERVATION SOC.
ATTN: SECRETARY
P.O. BOX 444
POLAND, ME 04274
0006-0040E
NESTLE WATERS NORTH AMERICA, INC.
ATTN: TAX DEPARTMENT
900 LONG RIDGE ROAD BLD. 2
STAMFORD, CT 06902
0006-0040G
NESTLE WATERS NORTH AMERICA INC.
ATTN: TAX DEPARTMENT
900 LONG RIDGE ROAD BLD. 2
STAMFORD, CT 06902
0006-0041
NESTLE WATERS NORTH AMERICA INC.
ATTN: TAX DEPARTMENT
900 LONG RIDGE ROAD BLD. 2
STAMFORD, CT 06902
0006-0042
GRECO, RONALD T.
GRECO, JUDITH R. (JT)
31 COBBLE KNOLL RD.
POLAND, ME 04274
0006-0042A
HUTTEL, G. JULIA (TRUSTEE)
34 COBBLE KNOLL RD.
POLAND, ME 04274
0006-0045
AKIN, RACHEL B.
27 SPRING ST.
YARMOUTH, ME 04096
002A-0011
POLAND, TOWN OF
1231 MAINE ST.
POLAND, ME 04274
002A-0013-0001
ST. JEAN, SUSAN M.
8 WEST CRESTWOOD
POLAND, ME 04274
002A-0013-0002
002A-0013-0003
002A-0013-0004
NASH, PATRICIA A.
18 WEST CRESTWOOD
POLAND, ME 04274
LARRIVEE, FAYE A.
THIBAULT, MICHAEL D. (JT)
24 WEST CRESTWOOD
POLAND, ME 04274
ALLOCCA, ADELE M.
96 BIRCH DR.
POLAND, ME 04274
002A-0013-0005
002A-0013-0006
002A-0013-0007
OGDEN, KEVIN E.
OGDEN, KIMBERLY A. (JT)
262 SPRING WATER RD.
POLAND, ME 04274
MCCORRY, REBECCA W.
MCCORRY, MICHAEL (JT)
272 SPRINGWATER RD.
POLAND, ME 04274
BROWN, PHILIP G.
EATON, PATRICIA B. (JT)
280 SPRING WATER RD.
POLAND, ME 04274
002A-0013B
COY, ROBERT L.
COY, BEVERLY E.
11 ASPEN WAY
POLAND, ME 04274
Page 1 of 1
3
Deed
The property is owned by the Poland Spring Corporation, which has merged with Nestle Waters
North America.
4
Flood Insurance Rate Map
5
Lighting
Cut sheets for the proposed exterior lighting fixtures.
COOPER LIGHTING - LUMARK ®
DESCRIPTION
The Lumark Wal-Pak Series of wall luminaires provides traditional
architectural style with high performance energy efficient illumination.
Rugged die-cast aluminum construction, stainless steel hardware along
with a sealed and gasketed optical compartment make the Wal-Pak
virtually impenetrable to contaminants. IP65 Rated. Six available lamp
sources including patent pending energy efficient LED, pulse start metal
halide, compact fluorescent, ceramic metal halide, standard metal halide
and high pressure sodium.UL/cUL wet location listed. The Wal-Pak wall
luminaire is ideal for pathway illumination, building entrances, vehicle
ramps, schools, tunnels, stairways and loading docks.
Type
Catalog #
Project
Date
Comments
Prepared by
S P E C I F I C AT I O N F E AT U R E S
Housing
Rugged one-piece die-cast
aluminum housing and hinged,
removable die-cast aluminum door.
One-piece silicone gasket seals the
optical chamber. UL 1598 wet
location listed and IP65 ingress
protection rated. Not
recommended for car wash
applications.
Electrical
Ballasts, LED driver and related
electrical components are hard
mounted to the die-cast housing
for optimal heat sinking and
operating efficiency. Wiring is
extended through a silicone gasket
at the back of the housing. Three
½” threaded conduit entry points
allow for thru-branch wiring. LED
thermal management system
incorporates both conduction and
natural convection to transfer heat
rapidly away from LED source.
Integral LED electronic driver
incorporates internal fusing
designed to withstand a 3kV surge
test and is Class 2 rated for 120277V with an operating
temperature of -30º to 60ºC.
Wal-Pak LED systems maintain
greater than 70% of the initial light
output after 50,000 hours of
operation. UL listed HID high
power factor ballasts are Class H
insulation rated (metal halide: 150,
175, 200, 250, 320, 350, 400W
[-30ºC / -20ºF], (high pressure
sodium: 50, 70, 100, 150, 250, 400W
[-40ºC / -40ºF]. High efficiency HID
ballasts are available in 120V, 208V,
240V, 277V, 347V and 480V.
Compact fluorescent high power
factor ballasts are Class P
insulation rated for 120-277V and
have a starting temperature of
-18ºC / 0ºF.
horizontal medium or mogul-based
metal halide [MH / MP] or high
pressure sodium [HP] lamps. T6
ceramic metal halide [CM] and
4-pin compact fluorescent [CF]
lamp models offer high efficiency
energy saving illumination.
Door Assembly
Single point, captive stainless steel
hardware secures the removable
hinged door allowing for ease of
installation and maintenance. Door
assembly is hinged at the bottom
for easy removal, installation and
re-lamping.
Finish
Optical
Highly reflective anodized
aluminum reflectors provide high
efficiency illumination. Optical
assemblies include impact resistant
borosilicate refractive glass,
Solite™ flat diamond patterned
glass and full cutoff IESNA
compliant configurations. Patent
pending, solid state LED luminaires
are thermally optimized with 2400
or 4000 sourced lumen package
modules. HID models are offered in
Housing and door are protected
with 5-stage TGIC dark bronze
polyester powder coat paint.
Premium TGIC power coat finishes
withstand extreme climate changes
while providing optimal color and
gloss retention. Optional premium
colors are available.
WP WAL-PAK
2400 - 4000 Lumen LED
39 - 400W
High Pressure Sodium
Pulse Start Metal Halide
Metal Halide
Ceramic Metal Halide
32 - 140W
Compact Fluorescent
WALL MOUNT LUMINAIRE
T E C H N I C A L D ATA
UL/cUL Wet Location Listed
IP65 Rated
40°C Maximum Ambient Temperature
External Supply Wiring 90°C Minimum
EISA G, ARRA, Title 20 Compliant
LM79 / LM80 Compliant
DIMENSIONS
BOROSILICATE
FULL CUTOFF
Small 11-3/8" [290mm]
Large 12-6/8" [323mm]
10"
[254mm]
10"
[254mm]
10"
[254mm]
16-5/8" [422mm]
FL LENS
16-5/8" [422mm]
Small 15" [381mm]
Large 16-2/8" [414mm]
16-5/8" [422mm]
Small 11-3/8" [290mm]
Large 12-6/8" [323mm]
E N E R G Y D ATA
Reactor Ballast Input Watts
50W HPS NPF (58 Watts)
70W HPS NPF (82 Watts)
100W HPS NPF (118 Watts)
150W HPS NPF (175 Watts)
High Reactance Ballast Input Watts
50W MP HPF (69 Watts)
70W MP HPF (94 Watts)
100W MP HPF (129 Watts)
150W MP HPF (185 Watts)
CWA Ballast Input Watts
200W HPS HPF (250 Watts)
200W MP HPF (227 Watts) G
250W MP HPF (283 Watts) G
320W MP HPF (365 Watts) G
350W MP HPF (400 Watts) G
400W HPS HPF (465 Watts)
400W MP HPF (452 Watts) G
S H I P P I N G D ATA
Approximate Net Weight:
ADH092103 pc
32-42 lbs. (15-19 kgs.)
2012-01-12 09:08:16
WP WAL-PAK
O R D E R I N G I N F O R M AT I O N
Sample Number: MPWP-GL-250-MT-2EM/SC/MR
WP
LD
FC
4A
Lamp Type
Series
MP= Pulse Start
Metal Halide
HP= High Pressure
Sodium
LD=Solid State
Light-Emitting
Diodes (LED)
CF= Compact
Fluorescent 1
CM=Ceramic Metal
Halide 2
MH= Metal Halide 3
WP= Wal-Pak
Lamp
Wattage 5
Door Type 4
2A=(2 Package), 28W
4A=(4 Package), 40W
HP
LED
GL= Borosilicate
Glass Door
FC= Full Cutoff
Door
FL= Flat Solite
Glass Door
PL= Polycarb
Refractor
Door
MP
50=50W
70=70W
100=100W
150=150W
200=200W
250=250W
320=320W
350=350W
400=400W
MH
175=175W
250=250W
400=400W
EM-LED-CD
ED
Voltage 6
50=50W
70=70W
100=100W
150=150W
250=250W
400=400W
CM
39=39W
70=70W
100=100W
150=150W
CF
32=32W
42=42W
57=57W
70=70W
64=(2-32)
84=(2-42)
114=(2-57)
140=(2-70)
Options 9
STO C K S A M P L E N U M B E R - L A M P I N C L U D E D
SAMPLE NUMBER: WPP40C
Series
WP=Wal-Pak
Lamp Type
L=LED
P=Pulse
Start
Metal
Halide
S=High
Pressure
Sodium
Lamp
Wattage
2A=28W
4A=40W
10=100W
15=150W
25=250W
32=320W
40=400W
Door/Glass Type
Blank =Standard
C =Full Cutoff Door
21
L E D L U M E N TA B L E
BUG RATING
NOTES: Options not available with stock products. Refer to standard
order information to add options. MT is standard. Lamp Type: MP
not available in 100W. HPS not available in 320W or Full Cutoff [C] Door.
Borosilicate glass door is standard. 2A and 4A models available in
LED only. LED models are 120-277V.
Accessories
F1=Single fuse 10
WG/WPGL=Wire Guard Borosilicate
Glass Lens Door
F2=Double fuse 10
PE=Photocontrol button 10
WG/WPFC=Wire Guard Full Cutoff Door
WG/WPFL=Wire Guard FL Lens Door
LL=Includes lamp 2
TR/WP= Tamper Resistant Screw and Bit
BK=Black housing
VS/WPGL=Polycarbonate Vandal Shield for
WH=White housing
Borosilicate Glass Lens Door
GM=Graphite Metallic housing
AP=Grey housing
DP=Dark Platinum housing
11
DIMA=CF Dimming Ballast
DIMB=CF Dimming Ballast 11
SGL=Solite Glass Lens 12
Q=Quartz Restrike T4 Lamp 13
EM=Emergency Quartz Restrike T4 Lamp with Time Delay Relay 13
13
EM/SC=Emergency Separate Circuit T4 Lamp
QMR=Emergency Back-Up 1-MR16 Lamp 14,15
2QMR=Emergency Back-Up 2-MR16 Lamps 14,15
2QMR/SC=Emergency Back-Up MR16 and EM separate circuit 2-MR16 Lamp 14,16
EMMR=Emergency Back-Up 1-MR16 Lamp with Time Delay Relay 14,15
2EMMR=Emergency Back-Up 2-MR16 Lamps with Time Delay Relay 14,15
2EMMR/SC=Emergency Back-Up 1-MR16 Lamp with Time Delay Relay
14, 15, 16
and EM Separate Circuit
EM/SC/MR=Emergency Back-Up Separate Circuit 1-MR16 Lamp 14, 15, 16
2EM/SC/MR=Emergency Back-Up Separate Circuit 2-MR16 Lamps 14, 15, 16
EM/SC/12V=Emergency Separate Circuit 12V 1-MR16 Lamp 14, 16, 17
2EM/SC/12V=Emergency Separate Circuit 12V 2-MR16 Lamps 14, 16, 17
18
EMI40=Emergency Cold Temperature UL 924 CF Power Pack 1 Lamp
EMI40/2L=Emergency Cold Temperature UL 924 CF Power Pack 2 Lamp 18
19
CF-EM=Emergency UL924 CF Power Pack 1 Lamp
CF-EM/2L=Emergency UL924 CF Power Pack 2 Lamp 19
EMLED-CD=LED Battery Back-Up Cold Temperature 20
120V=120V
208V=208V
240V=240V
277V=277V
347V=347V 7
480V=480V
DT=Dual-Tap
MT=Multi-Tap
TT=Tri-Tap
5T=5-Tap
E= Electronic
Ballast 8
ED= Electronic
LED Driver
B
U
G
Delivered
Lumens 22
B
U
G
Delivered
Lumens 22
Borosilicate Glass Door (GL)
LDWP-GL-2A-ED
LDWP-GL-4A-ED
0
1
3
3
2
2
1836
2795
Flat Lens Door (FL)
LDWP-FL-2A-ED
LDWP-FL-4A-ED
0
0
2
3
1
1
1454
2084
Polycarbonate Lens (PL)
LDWP-PL-2A-ED
LDWP-PL-4A-ED
0
1
3
3
2
2
1508
2297
Full Cutoff Door (FC)
LDWP-FC-2A-ED
LDWP-FC-4A-ED
0
0
1
1
1
1
1090
1313
For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit www.iesna.org/PDF/Erratas/TM-15-07BugRatingsAddendum.pdf
NOTES: 1 CF Single lamp offered in all door configurations. CF dual lamp models not offered with FL door type. 70W models not available with EMI40-2L, CF-EM, CF-EM-2L. CF not available in 347V.
2 All CM models offered with T6 envelope G12 lamp base. T6 Lamp included with CM models. Order LL with CM models. Ceramic Metal Halide (CM) is available with (MP) pulse start metal halide or E - Electronic Ballast.
400W MP must be ordered with LL option to be Title 20 Complaint.
3 MH products available for non-US markets only.
4 Small housing offered for 175W and below, CF and LD models. Large housing for 200W-400W. FL door not available with CF or 200-400W models.
Polycarbonate lens available in models up to 175W max including LD. Polycarbonate lens not available with full cutoff door or FL models. Solite stipple glass is standard for FL lens. Clear glass
is standard for full cutoff door types except for LD. LD full cutoff door is standard with solite glass.
5 LED packages based on 67 CRI/5000K package at 25°C ambient. MH and MP 175W and below are medium base all others are mogul base.
CF 64, 84, 114 and 140 models are offered in borosilicate glass and full cutoff doors only. In cold temperatures, compact fluorescent lamps produce lower illumination levels. CF 140 models and 400W HPS rated for 25°C.
6 See Voltage Chart for descriptions. 5T available in 400W MH models only. 90°C Rated wire required for thru-branch wiring for units 175W and lower. 105°C Rated wire required for
thru-branch wiring for units 200W and higher. Thru-branch wiring is rated for 40°C for LD and 175W and below. Higher wattage thru-branch wiring is rated for use in 25°C ambient operating environments.
7 347V not available with thru-branch wiring. For 347 or 480V LD specify voltage. ED will be supplied with integral step down transformer. 347V not available with CF lamps.
8 Available with 70-150W MP or CM lamps. E is standard for all CF models. All electronic ballasts are universal 120-277V.
9 Not all options can be combined. Only one emergency or battery back-up option available within the fixture. CF Models utilize EMI40, EMI40/2L, CF/EM or CF-EM/2L option for emergency egress. LD Models utilize
EM-LED or EMLED-CD options only for battery back-up.
10 Must specify voltage. F1=120, 277 or 347V. F2=208, 240 or 480V. PE=120, 208, 240 or 277V.
11 DIMA dimming ballast, specify number of lamps, available for 1 or 2-26W or 1-32W, 1-42W. DIMB available for 2-42W, 1-57W or 1-70W.
12 SGL optional on HID and CF models only. See note number 4.
13 Q or EM not available with LD or E electronic ballast. Q or EM Minimum HID wattage is 70 watts. EM/SC available in 120V only, EM/SC not available with LD. Maximum 100W 120V T4 DC Bayonet Quartz lamp.
Lamp supplied by others.
14 QMR, 2QMR, EMMR, 2EMMR & 2EMMR/SC not available with LD or E electronic ballast. Minimum HID wattage is 70 watts.
15 1 or 2 GU10 base 50W max - 120V Halogen. Lamps supplied by others. EM/SC/MR, 2EM/SC/MR, EM/SC/12V, 2EM/SC/12V not available with LD.
16 Emergency lamp leads out of the back of the unit to auxillary power. Lamps independently wired to separate circuits.
17 Low Voltage 1 or 2 GU5.3 MR16 base, 12V DC, 35W max. Lamps supplied by others.
18 For use in 25°C ambient operating temperature environments. EMI40, EMI40/2L used for CF lamps. Specify 120 or 277V. EMI40 supports 1-70W CF max, EMI40/2L supports 2-32W CF max. Minimum -18°C/-4°F.
19 For use in 25°C ambient operating temperature environments. Specify 120 or 277V, CF-EM supports up to 1-57W CF. CF-EM/2L supports 2-18W CF, 18W lamps supplied by others. Minimum temperature is 32°C/0°F.
20 EMLED-CD available with 4A models only. For use in 25°C ambient operating temperature environments. Specify 120 or 277V. EMLED-CD minimum -20°C/-4°F. Battery pack is a UL recognized component.
21 Order separately.
22 Delivered lumens subject to change. Consult IES file for details.
VOLTAGE CHART
DT=Dual-Tap
MT=Multi-Tap
TT=Tri-Tap
5T=5 Tap
E=Electronic Ballast
ED=Electronic LED Driver
120/277 (wired 277V)
120/208/240/277 (wired 277V)
120/277/347 (wired 347V)
120/208/240/277/480 (wired 480V)
120-277V (Universal) (50/60 HZ)
120-277V (Universal) (50/60 HZ)
LAMP TYPE
WATTAGE
Pulse Start Metal Halide
Metal Halide
High Pressure Sodium
T6 Ceramic Metal Halide
Compact Fluorescent
LED
50, 70, 100, 150, 200, 250, 320, 350, 400W
175, 250, 400W
50, 70, 100, 150, 250, 400W
39, 70, 100, 150W
(1) 32, (1) 42, (1) 57, (1) 70, (2) 32, (2) 42, (2) 57, (2) 70
2A (2 Package) 28W, 4A (4 Package) 40W
NOTE: Specifications and dimensions subject to change without notice.
Visit our web site at www.cooperlighting.com
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801
ADH092103 pc
2012-01-12 09:08:16
COOPER LIGHTING - LUMARK ®
DESCRIPTION
The Lumark Warrior offers a variety of lamp and mounting options in
high pressure sodium and metal halide, and can be installed, lamped and
serviced with the most basic tools. U.L. listed and labeled for wet
locations. CSA certified. The Warrior is the ideal floodlight for many area
outdoor lighting situations, including parking lots, construction and
storage sites, rail yards, light industrial locations, marinas and service
areas.
Type
Catalog #
Project
Date
Comments
Prepared by
S P E C I F I C AT I O N F E AT U R E S
Construction
Electrical
Mounting
RETAINING SCREWS: Corrosionresistant captive retaining screws.
HOUSING: Weather-resistant, diecast aluminum housing with
integral door hinges is finished in
dark bronze polyester powder coat.
HOUSING DOOR: Watertight diecast aluminum housing door is
finished in dark bronze polyester
powder coat. Cast ridge for water
tight seal against gasketing.
GASKET: Full circumference, hightemperature foam-in-place silicone
gasketing seals out external
contaminants.
SOCKET: Mogul-base porcelain
socket, except 100W Metal Halide
and below has medium-base.
BALLAST: High power factor ballast
with class H insulation. Minimum
starting temperature is -40°C (-40°
F) for HPS and -30°C (-20°F) for MH
and MP. Medium base socket for
MH 150W and lower.
Variable mountings of either 3/16"
galvanized steel trunnion (shown
below) or integral die-cast
aluminum slipfitter (shown in
photo to right). Slipfitter fits 2 3/8" 3" O.D. tenon. Heavy-duty steel
yoke provides flexibility in
mounting and aiming from a
variety of surfaces.
Optical
REFLECTOR: Specular aluminum
reflector delivers sharp beam
cutoff. LENS: Clear tempered-glass
lens is heatand impact-resistant.
WR
WARRIOR
100 - 400W
Pulse Start Metal Halide
Metal Halide
High Pressure Sodium
DIMENSIONS
TRUNNION MOUNT
SLIPFITTER MOUNT
13"
[330mm]
14-7/8"
[378mm]
4" [102mm]
15"
[381mm]
SLIPFITTER-, TRUNNIONOR YOKE-MOUNTED FLOODLIGHT
YOKE MOUNT
6"
[152mm]
7"
[178mm]
15-3/4"
[400mm]
2"
[51mm]
1"
[25mm]
T E C H N I C A L D ATA
U.L. Wet Location Listed
CSA Certified
25°C Maximum Ambient Temperature
External Supply Wiring 90°C Minimum
Internal Supply Wiring 150°C Minimum
EISA Compliant G
Pulse Start Metal Halide (MP)
100, 150, 200, 250, 320, 350, 400W
E N E R G Y D ATA
High Reactance Ballast Input Watts
100W HPS NPF (130 Watts)
100W MP NPF (128 Watts)
150W HPS HPF (190 Watts)
150W MP HPF (185 Watts)
CWI Ballast Input Watts
250W HPS HPF (300 Watts)
CWA Ballast Input Watts
200W MP HPF (227 Watts) G
250W MP HPF (283 Watts) G
320W MP HPF (365 Watts) G
350W MP HPF (400 Watts) G
400W HPS HPF (465 Watts)
400W MP HPF (452 Watts) G
Metal Halide (MH)
175, 250, 400, 250/400W
High Pressure Sodium (HP)
100, 150, 250, 400W
1-7/8"
[48mm]
3-3/4" [95mm]
LAMP TYPE
WATTAGE
E PA
Effective Projected Area: 1.3 @ 45°
YS
C
ER
TEM
S
S H I P P I N G D ATA
Approximate Net Weight:
35 lbs. (16 kgs.)
D
9/16" [14mm] 7/8" [22mm]
dia. hole (2)
dia. hole
S
T R U N N I O N YO K E M O U N T D R I L L PATT E R N
TIFIE
ADH082294
2012-04-24 16:55:15
WR WARRIOR
P H OTO M E T R I C S
AB C DE
4
4
3
3
2
2
1
1
0
0
A B CD E
1
1
2
2
3
3
4
5
4
3
2
1
0
1
2
3
4
5
4
3
2
1
0
1
2
3
4
4
4
3
3
2
2
1
1
0
0
A B C DE
1
1
2
2
3
3
4
4
3
2
1
0
MPWR-65S-400
400—Watt MP
42,000—Lumen Clear Lamp
Footcandle Table
Select mounting height and read across for
footcandle values of each isofootcandle line.
Distance in units of mounting height.
Mounting Footcandle Values for
Height
Isofootcandle Lines
A
B
C
D
20'
4.50
2.25
1.13
0.56
25'
2.88
1.44
0.72
0.36
30'
2.00
1.00
0.50
0.20
E
0.23
0.14
0.10
5
MPWR-65S-320
320—Watt MP
30,000—Lumen Clear Lamp
A B CDE
5
E
0.23
0.14
0.10
4
5
MPWR-65S-250
250—Watt MP
22,000—Lumen Clear Lamp
Footcandle Table
Select mounting height and read across for
footcandle values of each isofootcandle line.
Distance in units of mounting height.
Mounting Footcandle Values for
Height
Isofootcandle Lines
A
B
C
D
20'
4.50
2.25
1.13
0.56
25'
2.88
1.44
0.72
0.36
30'
2.00
1.00
0.50
0.20
1
2
3
4
5
4
5
4
3
2
1
0
1
2
3
4
5
HPWR-65S-400
400—Watt HP
50,000—Lumen Clear Lamp
NOTE: Specifications and dimensions subject to change without notice.
Visit our web site at www.cooperlighting.com
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801
ADH082294
2012-04-24 16:55:15
2012-04-24 17:04:16
WR WARRIOR
ORDERING INFORMATION
Sample Number: MPWR-65S-100-120V
MP WR
T
65
Lamp Type
MP=Pulse Start Metal
Halide
Distribution
65=6H x 5V Beam
Spread
MH=Metal Halide1
HP=High Pressure Sodium
Series
WR=Warrior
Mounting
S=Slipfitter
T=Trunnion
Y=Yoke
MT
400
Lamp Wattage
2
Voltage
MP
120V
100=100W
150=150W
208V
200=200W
250=250W
277V
320=320W
350=350W
480V
400=400W
TT
4
MH
5T
5
3
240V
347V
4
MT
175=175W1
250=250W1
400=400W1
250/400=250/400W 1
(Wired
250)
HP
100=100W
150=150W
Accessories
TYSXX=Trunnion or Yoke Slipfitter for 2 3/8'', 3'', or 3 1/2''
F2=Double Fuse (208, 240 or 480V
only)
WG/WR=Wireguard
Q=Quartz Restrike (Hot Strike Only)
EM=Quartz Restrike with ''Delay
Relay'' (Quartz lamp strikes at
both hot and cold starts)
RABXX=Right Angle Pipe Bracket for Slipfitter
EM/SC=Emergency Separate Circuit
LL=Lamp Included
OA/RA1014=NEMA Photocontrol 120V
CEC=California Title 20 Compliant
Ballast (Applies to 200-320W and
400W MP only)
OA/RA1027=NEMA Photocontrol 480V
O.D. Tenon
VG/WR=Vandal Shield
SAB-XX=Steel Angle Bracket for Trunnion
TV/WR-XX=Top Visor
OA/RA1013=Photocontrol Shorting Cap
OA/RA1016=NEMA Photocontrol - Multi-Tap
OA/RA1201=NEMA Photocontrol 347V
PER=NEMA Twistlock Photocontrol
Receptacle
PC=Button Type Photocontrol7
C23=3' of 12-3 Cord, Prewired (Specify
Single Voltage)
C42=2' of 14-3 Cord, Prewired (Specify
Single Voltage)
250=250W
400=400W
Notes: 1
Options 6
F1=Single Fuse (120, 277 or 347V
only)
C43=3' of 14-3 Cord, Prewired (Specify
Single Voltage)
C63=3' of 16-3 Cord, Prewired (Specify
Single Voltage)
Metal Halide available in non-U.S. markets only.
2
Medium-base socket for Metal Halide 150W and lower.
3
Products also available in non-US voltages and 50HZ for international markets.
4
88% efficient EISA Compliant fixtures not available in 347V or TT Voltages.
5
5T available in 400W MH only.
6
Must be listed in the order shown and separated by a dash.
7
PC option not available with trunnion or yoke mount.
VOLTAGE CHART
MT=Multi-Tap
120/208/240/277V (wired 277V)
TT=Triple-Tap
120/277/347V (wired 347V)
5T=5-Tap
120/208/240/277/480V (wired 480V)
STO C K S A M P L E N U M B E R ( L A M P I N C L U D E D )
SAMPLE NUMBER: XP40
Series
X=Slipfitter
W=Trunnion
Lamp Type
S=High Pressure Sodium
P=Pulse Start Metal Halide
Lamp Wattage
15=150W (Available in Pulse Start Metal Halide only)
25=250W
32=320W (Available in Trunnion Mount only)
40=400W
NOTES:
Options not available with stock products. Order Accessories as separate items for field installation. Refer to standard
ordering information to add options and accessories. 320W available in MP only. Refer to In-Stock Guide for availability.
NOTE: Specifications and dimensions subject to change without notice.
Visit our web site at www.cooperlighting.com
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801
ADH082294
2012-04-24 16:55:15
2012-04-24 17:04:16
6
Site Plans
A partial set of construction plans prepared by Epstein Architects and Engineers. The following
plans are included with this submission:
G-001
G-002
C-100
C-200
C-300
C-400
C-500
A-100
A-301
E-200
Cover Sheet
Project Information and Index
Demo Plan
Site Plan
Paving Plan
Utility Plan
Traffic Plan
Plot Plan and Area of Work Site Plan
Building Elevations, Sections and Details
NESTLE WATERS POLAND SPRINGS
ADDITION
NESTLE WATERS
109 Poland Spring Drive
Poland Spring, ME 04274
KEY PLAN
3
2
1
NO.
01.13.2014
12.13.2013
11.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
SCHEMATIC DESIGN - 50%
REVISIONS/ISSUANCES
DATE
RE-ISSUED FOR BID
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
01.13.2014
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
www.epsteinglobal.com
PROJECT NUMBER:
13109
PROJECT MANAGER:
AJ
ARCH/ENG:
DD
01/09/14 6:54 P
SCALE:
DRAWN BY:
DD
CHECKED BY:
TP
TITLE SHEET
MEP / FP Engineer
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
SEAL
©
G-001
2013 A. Epstein and Sons International, Inc. All rights reserved.
2014/01/13 - RE-ISSUED FOR BID
Current Revision
01-GENERAL
G-001
TITLE SHEET
G-002
PROJECT INFORMATION AND INDEX
02-CODE ANALYSIS
CA-101 LEVEL 1 CODE ANALYSIS
03-DEMOLITION
D-101
DEMOLITION PLAN AND ELEVATION
04-CIVIL
C-100
DEMO PLAN
C-200
SITE PLAN
C-300
PAVING PLAN
C-400
UTILITY PLAN
06-ARCHITECTURE
A-001
GENERAL INFORMATION
A-100
PLOT PLAN AND AREA OF WORK SITE PLAN
A-101
LEVEL 1 AND ROOF PLAN
A-301
BUILDING ELEVATIONS, SECTIONS, AND DETAILS
A-900
DOOR SCHEDULE, TYPES AND FRAME TYPES, AND
FINISH PLAN
09-STRUCTURAL
S-001
STRUCTURAL GENERAL NOTES
S-002
LOADING CRITERIA AND DIAGRAMS
S-003
SPECIAL INSPECTIONS
S-100
FOUNDATION AND LEVEL 1 PLAN
S-300
FOUNDATION SECTIONS AND DETAILS
S-301
FOUNDATION SECTIONS AND DETAILS
10 - MECHANICAL
M-001
GENERAL NOTES AND SYMBOLS
M-002
SPECIFICATIONS
M-100
MECHANICAL FLOOR PLAN
M-101
MECHANICAL ROOF PLAN
M-500
MECHANICAL DETAILS
M-700
MECHANICAL SCHEDULES
13 - PLUMBING
P-001
LEGEND AND NOTES
P-100
LEVEL ONE PLUMBING PLAN
14 - FIRE PROTECTION
FP-001 LEGEND AND NOTES
FP-100 LEVEL ONE FIRE PROTECTION PLAN
15 - ELECTRICAL
E-001
ELECTRICAL SYMBOLS ABBREVIATIONS AND NOTES
E-002
ELECTRICAL SPECIFICATIONS
E-100
ELECTRICAL POWER AND SYSTEMS PLAN
E-102
SILO RELOCATION POWER PLAN
E-200
LIGHTING REFLECTED CEILING PLAN
E-400
PANEL SCHEDULES
E-500
MECHANICAL EQUIPMENT AND LUMINAIRE
SCHEDULE
E-600
ELECTRICAL DETAILS
2013/12/13 - ISSUED FOR BID
SHEET NAME
2013/11/13 - SCHEMATIC DESIGN 50%
NO
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3
3
3
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3
2
3
3
3
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3
3
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3
3
3
3
2
2
3
3
3
3
3
1 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN ALL SUB-CONTRACTORS.
2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR WITH AND VERIFY THE EXISTING
CONDITIONS. THESE DEMOLITION DRAWINGS SHALL SERVE TO AID THE CONTRACTOR IN THEIR EVALUATION OF THE EXTENT OF
DEMOLITION; BUT SHALL NOT BE HELD TO BE ALL INCLUSIVE.
3 THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION
AND AS NECESSARY TO FULFILL THE PURPOSE AND INTENT OF THE FINISHED WORK, WHETHER OR NOT IT IS SPECIFICALLY SHOWN
OR NOTED IN THESE DOCUMENTS.
4 THE CONTRACTOR SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO ITS REMOVAL, TO INSURE SUCH REMOVAL DOES NOT
IMPAIR THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY
MAY BE IMPAIRED, NOTIFY THE ARCHITECT IMMEDIATELY.
5 THE CONTRACTOR SHALL VERIFY IN FIELD THE EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED IN THE DESIGN
DOCUMENTS PRIOR TO IMPLEMENTING THE WORK, INCLUDING ORDERING MATERIALS. ANY DISCREPANCIES THAT DIFFER FROM THAT
INDICATED IN THE DESIGN DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO IMPLEMENTING THE WORK.
6 THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL REQUIRED MEANS OF EGRESS CONTINUOUSLY DURING CONSTRUCTION. IF ANY
MEANS OF EGRESS WILL BE AFFECTED BY CONSTRUCTION THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN TO THE
ARCHITECT AND THE OWNER TO DEMONSTRATE THAT ALL MEANS OF EGRESS WILL BE MAINTAINED CONTINUOUSLY DURING
CONSTRUCTION.
7 THE CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, INSTALLING AND MAINTAINING DUST TIGHT TEMPORARY
CONSTRUCTION BARRIERS TO ALL INTERIOR AREAS OF THE EXISTING FACILITY WITHIN THE CONSTRUCTION LIMIT LINES, DURING THE
CONSTRUCTION PROCESS. LOCATIONS SHALL BE COORDINATED WITH THE OWNER. THE BARRIERS THERMALLY PERFORM TO MATCH
THAT OF THE EXISTING CONSTRUCTION WHEN BARRIER IS TO SEPARATE EXTERIOR AND INTERIOR CONDITIONS.
8 UNLESS NOTED OTHERWISE ALL DEMOLITION AND EXCAVATED MATERIAL BECOMES THE PROPERTY OF THE CONTRACTORS AND IS TO
BE REMOVED FROM THE PROPERTY, IN A LEGAL MANNER. NO STOCKPILING OF THESE MATERIALS WILL BE ALLOWED ON THE
PROPERTY OR WITHIN THE PROJECT AREA.
9 IN THE EVENT THAT UNEXPECTED REGULATED SUBSTANCES ARE ENCOUNTERED DURING THE WORK, THE CONTRACTOR SHALL
COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS/LAWS.
10 PROTECT FROM DEMOLITION AND CONSTRUCTION WORK, ALL “EXISTING TO REMAIN” FIXTURES AND EQUIPMENT REQUIRED TO
REMAIN IN PLACE DURING CONSTRUCTION.
11 ALL WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS TO REMAIN THAT NEED TO BE REMOVED TO GAIN ACCESS FOR NEW OR
DEMOLITION WORK OF ANY BUILDING SYSTEM SHALL BE PATCHED TO MATCH ADJUNCT EXISTING CONDITIONS.
12 OPENINGS IN WALLS, FLOORS, ETC THAT REMAIN UNUSED FROM THE REMOVAL OF DUCTS, PIPES, CONDUIT, ETC. ARE TO BE FILLED.
ALL FILLED AND PATCHED WORK TO MATCH EXISTING ADJACENT MATERIAL
13 WHEN ITEM(S)/SYSTEM(S) ARE INDICATED TO BE REMOVED/DEMOLISHED ALL COMPONENTS OF THE ITEM(S)/SYSTEM(S) (INCLUDED
BUT NOT LIMITED TO ANCHORS, CLIPS, HANGERS, SUPPORT) ARE TO BE REMOVED/DEMOLISHED. CAP AS NECESSARY
14 ITEMS INDICATED IN LIGHTER TONES (HALF TONES) ARE EXISTING TO REMAIN (SEE BELOW).
15 UNLESS OTHERWISE NOTED THE INDICATION BELOW REPRESENTS EXISTING WALLS/PARTITIONS TO BE REMOVED/DEMOLISHED IN ITS
ENTIRETY, INCLUDING BUT NOT LIMITED TO BASES, FASTENERS, BRACING, ANCHORS, FINISHES (SEE BELOW).
16 UNLESS OTHERWISE NOTED THE INDICATION BELOW REPRESENTS EXISTING DOORS TO BE REMOVED/DEMOLISHED IN ITS ENTIRETY,
INCLUDING BUT NOT LIMITED TO FRAMES AND ASSOCIATED HARDWARE (SEE BELOW).
ALUMINUM
FINISH WOOD
RIGID INSULATION
BRICK
GLASS
ROUGH WOOD
CERAMIC TILE
GRAVEL
SAND FILL
CONCRETE
GYPSUM BOARD
STEEL
CONCRETE BLOCK
LOOSE OR BATT
INSULATION
WATERPROOF
MEMBRANE
CONCRETE TILT-UP
PANEL
PARTICLE BOARD
EARTH
PLYWOOD
MATERIAL SYMBOLS
DETAIL NUMBER
1
A-101
DETAIL CALLOUT
CALLOUT
BREAK LINE
SHEET
NUMBER
CEILING HEIGHT (AFF)
CEILING TAG
2
ELEVATION - INTERIOR
3
A-101
8'-0" ACT-1
CEILING TYPE
DETAIL NUMBER
1
SHEET NUMBER
4
CENTER LINE
NEW
DETAIL NUMBER
ELEVATION - EXTERIOR
0
COLUMN BUBBLE
1
A101
EXISTING
SHEET NUMBER
101A
DOOR TAG
●
●
●
●
●
●
3
3
●
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●
●
●
●
●
●
●
3
2
3
2
3
2
3
●
●
●
3
●
●
0
(SEE SHEET A-900
FOR SCHEDULE)
LOBBY LEVEL
EL: 100' - 0"
SHEET ORDER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
G
CA
DX
C
L
A
I
X
S
M
PR
R
P
FP
E
Q
VT
SD
WW
GENERAL
CODE ANALYSIS
DEMOLITION
CIVIL
LANDSCAPE
ARCHITECTURE
INTERIORS
GRAPHICS
STRUCTURAL
MECHANICAL
PROCESS SYSTEMS
REFRIGERATION
PLUMBING
FIRE PROTECTION
ELECTRICAL
EQUIPMENT
VERTICAL TRANSPORTATION
SECURITY
WINDOW WASHING
KEY PLAN
GENERAL PROJECT NOTES
LEVEL NAME
ELEVATION - DATUM
1 REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND AVAILABLE INFORMATION.
2 All CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 2009 IBC, 2009 IECC, AND ADA. REFER TO THE PROJECT
INFORMATION SECTION FOR ADDITIONAL REQUIREMENTS.
3 CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING
AND FIRE PROTECTION EQUIPMENT CONTRACTORS AND ANY SPECIALTY CONTRACTORS NECESSARY TO COMPLETE THE WORK
REQUIRED BY THE THE CONTRACT DOCUMENTS, AND IS TO INFORM THE ARCHITECT OF ANY CONFLICTS AND/OR DISCREPANCIES. IN
ADDITION, ALL DEVICES SUCH AS, ELECTRICAL OUTLETS, ELECTRICAL SWITCHES, THERMOSTATS, VOICE AND DATA JACKS, ETC.
LOCATED IN ALL AREAS OF THE BUILDING SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ARCHITECT AND THE OWNER.
4 CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL OVERHEAD ELEMENTS WITH BUT NOT LIMITED TO MECHANICAL, ELECTRICAL,
FIRE ALARM, FIRE PROTECTION AND/OR SIGNAGE WORK AND CEILING INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN
DRAWINGS AND INSTALLATION, CONSULT THE ARCHITECT PRIOR TO PROCEEDING.
5 SEE CIVIL DRAWINGS TO THE CONVERSION FACTOR OF ACTUAL SITE ELEVATION TO BUILDING DATUM ELEVATION SHOWN ON THE
ARCHITECTURAL AND STRUCTURAL DRAWINGS.
6 REFER TO CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR
ADDITION GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS FOR THOSE SPECIFIC SECTIONS.
7 THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREIN. THEY SHALL INVESTIGATE, VERIFY AND
BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING
MODIFICATION BEFORE PROCEEDING WITH THE WORK.
8 THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO THE DEMOLITION AND CONSTRUCTION
OPERATIONS, AND WHERE EXISTING ELEMENTS ARE REMOVED, DAMAGED, OR OTHERWISE AFFECTED BY THE NEW WORK, THEY ARE
TO BE REPAIRED, REPLACED OR EXTENDED AS REQUIRED TO PROVIDE A COMPLETE OPERATIONAL SYSTEM.
9 REFER TO CIVIL DRAWINGS FOR NORTH-SOUTH AND EAST-WEST COORDINATES AND FOR LOCATION OF CONTROL POINTS TO
ESTABLISH PROJECT GRID AND REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF STRUCTURAL GRID.
10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDING ON THE SITE.
11 ALL ELEVATIONS INDICATED ON FLOOR PLANS ARE TOP OF STRUCTURAL SLAB (UNO) AND ALL ELEVATIONS INDICATED ON ROOF
PLANS ARE TOP OF ROOF MEMBRANE (UNO).
12 FOR NOTES APPLICABLE TO THE SCOPE OR WORK INDICATED ON INDIVIDUAL SHEETS, REFER TO SHEET NOTES ON THAT SHEET.
13 DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS
NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE
DETERMINED, CONSULT THE ARCHITECT.
14 NOTES AND REFERENCES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIALS. ALL SHEETS ARE
TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLICABLE TO RELATED DRAWINGS AND DETAILS.
15 IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE DRAWINGS, NOTES, AND/ OR PROJECT MANUAL, THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT TO RESOLVE THE DISCREPANCY.
16 ANY DETAILS, SYSTEMS, MATERIALS, ETC., WHICH ARE PROPOSED TO BE CHANGED MUST BE REVIEWED AND FOUND ACCEPTABLE BY
THE ARCHITECT.
17 FLAME SPREAD RATING FOR ALL MATERIALS INCLUDING INSULATION AND FIRE SAFING SHALL COMPLY WITH LOCAL CODE
REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS.
18 ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR BREAKDOWN AND/OR
ELECTROLYTIC ACTION.
19 CONTRACTOR TO COORDINATE SIZE AND LOCATION OF ALL FLOOR AND WALL SLEEVES.
20 CONTRACTOR SHALL PROVIDE ALL REQUIRED CONCRETE EMBEDS, ANCHORAGE, AND DEVICES TO BE CAST-IN-PLACE IN THE
STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE ACCURACY OF THE PLACEMENT OF EMBEDS, ANCHORAGE,
AND DEVICES, PRIOR TO THE PLACEMENT OF POURED CONCRETE SLABS, WALLS, COLUMNS, ETC. THE CONTRACTOR SHALL INSPECT
AND ACCEPT THE PLACEMENT OF ALL CAST-IN-PLACE ELEMENTS.
0
EQUIPMENT TAG
LEVEL LINE
LEVEL ELEVATION
SITE
NOTE 17
NOTE 18
NORTH ARROW
DETAIL NUMBER
1
SECTION
A-101
SHEET NUMBER
1
REVISION TAG
NOTE 19
ROOM NAME
NOTE 17
ITEM
ROOM TAG
LOCATION
SPOT ELEVATION TAG
LOBBY
101
35°F
3
2
1
ROOM NUMBER
ROOM TEMPERATURE
(IF PRESENT)
T/ STEEL
EL. + 96'-6"
WALL TAG
G1
30
(SEE SHEET A-800
FOR TYPES)
-
LETTERS =
WINDOW TYPES
(SEE SHEET A-910)
NO.
01.13.2014
12.13.2013
11.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
SCHEMATIC DESIGN - 50%
REVISIONS/ISSUANCES
DATE
ELEVATION
NOTE 18
WINDOW/
LOUVER TAG
NOTE 17
NUMBERS =
LOUVER TYPES
(SEE SHEET A-920)
NOTE 19
DRAWING TITLE
1 NORTH ELEVATION
SCALE: 1/8" = 1'-0"
DRAWING NAME
01/09/14 6:53 P
DRAWING SCALE
GENERAL DEMOLITION NOTES
LOCATION MAP
ADDRESS:
PROJECT DESCRIPTION:
AUTHORITY HAVING JURISDICTION:
SITE SIZE (IN ACRES):
SITE ZONING:
CONSTRUCTION TYPE:
GROSS BUILDING AREA (IN SQUARE FEET):
NUMBER OF STORIES AT AND ABOVE GRADE:
NUMBER OF STORIES BELOW GRADE:
MAXIMUM BUILDING HEIGHT (IN FEET):
DRAWING NUMBER
SYMBOLS
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
109 POLAND SPRING DRIVE, POLAND SPRING, MAINE
CARBON FILTER INSTALLATION BUILDING ADDITION
TOWN OF POLAND
www.epsteinglobal.com
PROJECT NUMBER:
IIB
7,229 SF
1
0
55'
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
13109
PROJECT MANAGER:
AJ
ARCH/ENG:
DD
SCALE:
PROJECT INFORMATION
MEP / FP Engineer
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
As indicated
DRAWN BY:
DD
CHECKED BY:
TP
PROJECT INFORMATION
AND INDEX
SEAL
©
G-002
2013 A. Epstein and Sons International, Inc. All rights reserved.
NEW FOUNDATION
PAD FOR RELOCATED
EXISTING SILO
NEW ADDITION TO
EXISTING FACILITY
EXISTING FACILITY
PROPERTY LINE
POLE
1092
350.73
UP
PROPERTY LINE
D
1010
350.27
1007
350.54
CLF
1008
350.54
CLF
NEW FOUNDATION PAD FOR RELOCATED EXISTING SILO.
REFER TO STRUCTURAL DWGS FOR FOUNDATION.
COORDINATE NEW RESIN PROCESS DESIGN WITH
PROCESS ENGINEER / DESIGNER
1009
350.52
15000
5008
5001
5009
349.19
349.16
349.08
348.99
348.96
gps sta
gps-sta
SPK
STA
KEY PLAN
1085
351.05
1090
351.58
CLF
1086
351.49
1089
352.16
CLF
1087
1088
352.13
1094
352.58
EP
1097
352.78
CLF
1093
1388
1389
353.52
354.35
354.36
UP
ELEVATION
ELEVATION
NEW ADDITION TO FACILITY
1095
354.16
EP
1096
354.53
CLF
0
33
1123
355.34
EP
1122
355.53
CLF
1124
355.61
EP
1121
355.55
CLF
1125
355.62
EP
1120
355.59
CLF
35
0
1119
355.85
CLF
1126
355.19
EP
1118
355.79
CLF
1127
355.24
EP
1117
355.94
CLF
EXISTING FACILITY
1170
1169
355.55
355.30
TC
1106
355.69
1105
TC
355.27
1116
355.99
CLF
6
35
1107
355.89
1104
TC
355.56
34
0
1115
356.65
CLF
1108
356.31
1103
TC
356.03
2
1
1114
356.86
CLF
01.13.2014
12.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
1109
1102
356.37
356.01
TC
NO.
REVISIONS/ISSUANCES
DATE
1113
356.78
CLF
1110
356.38
1101
TC
355.99
1112
356.44
CLF
1100
355.96
4
356.04
STA SPK
1294
393.41
NP S ILO
1214
378.72
NP S ILO2
1216
378.92
NP S ILO2
1215
379.01
NP S ILO2
1211
379.85
NP S ILO1
1213
391.06
NP S ILO1
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
BLS
1217
377.91
NP S ILO3
BLF
1212
380.21
NP S ILO1
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
www.epsteinglobal.com
PROJECT NUMBER:
PROJECT MANAGER:
ARCH/ENG:
SCALE:
01/09/14 6:52 P
CHECKED BY:
1 PLOT PLAN
SCALE: 1" = 40'-0"
AJ
Designer
As indicated
DRAWN BY:
2 ENLARGED SITE PLAN
13109
Author
Checker
SCALE: 1" = 300'-0"
MEP / FP Engineer
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
PLOT PLAN AND AREA OF
WORK SITE PLAN
SEAL
©
A-100
2013 A. Epstein and Sons International, Inc. All rights reserved.
2
NOTES
A-301
1.2
1 2.2
1
EXTERIOR IMP WALL BY PREENGINEERED BUILDING MANUFACTURER
RELOCATED EXISTING
AHU AIR INTAKE REFER
TO MECH DWGS
2
1
PROVIDE BASE TRIM PER PREENGINEERED BUILDING MANUFACTURER'S
TYP DETAILS
A-301
EXISTING ROOF EDGE (VIF)
134'-1"
CONTINUOUS FLASHING AND SEALANT
PROVIDE LEVELING GROUT
SLIDE SHEET METAL UNDER EXISTING
SIDING TO UNDERSIDE OF EXISTING
SIDING FASTENER
ANCHOR TO CONCRETE
EXISTING ROOF EDGE (VIF)
134'-1"
2
6"
EXISTING GUTTER AND
TRIM TO REMAIN
T/FIN GRADE
REFER TO CIVIL
11
A-301
CONCEPTUAL STRUCTURAL FRAMING.
FINAL DESIGN BY PRE-ENGINEERED BUILDING
MANUFACTURER
ISOLATION JOINT
INS-2
INS-2
4'-0"
ADDITION TO
EXISTING
FACILITY
101
EXTERIOR FACES OF EXISTING
RIBBED METAL SIDING
CONT GRADE BEAM
REFER TO STRUCTURAL DWGS
ROOF ASSEMBLY AND STRUCTURE BY PREENGINEERED BUILDING MANUFACTURER
EXISTING
FACILITY
100
LEVEL 1
103'-0"
ADDITION TO
EXISTING
FACILITY
101
EXISTING
FACILITY
100
CONTINUOUS PRE-FABRICATED INSULATED
ROOF CURB ANCHOR TO ROOF STRUCTURE
OR ROOF DECK
12
A-301
8
A-301
LEVEL 1
103'-0"
12 EXISTING SIDING TO CONC WALL 8 TYP FOUNDATION DETAIL
SCALE: 3/4" = 1'-0"
6 EXPANSION JOINT @ NEW ROOF
SCALE: 3/4" = 1'-0"
4 TRANSVERSE SECTION
SCALE: 1" = 1'-0"
SCALE: 1/8" = 1'-0"
1.2
2.2 1
STANDING SEAM ROOF BY
BUILDING PRE-ENGINEERED
MANUFACTURER
1 2.2
1.2
2
RELOCATED EXISTING
AHU AIR INTAKE LOUVER
REFER TO MECH DWGS
2
A-301
A-301
EXISTING ROOF EDGE (VIF)
134'-1"
ADDITION ROOF LEVEL
133'-0"
EXISTING ROOF EDGE (VIF)
134'-1"
ADDITION ROOF LEVEL
133'-0"
SEAL AND FLASH AROUND
EXISTING PIPE AND CONDUIT
PENETRATIONS THROUGH
INSULATED METAL PANEL
TYP
FASCIA TRIM
CONTINUOUS VAPOR BARRIER
SEAL AND FLASH NEW PROCESS PIPE
PENETRATIONS THROUGH INSULATED
METAL PANEL. COORDINATE LOCATION
WITH PROCESS DWGS
TYP
R19 ROOF INSULATION
SEAL AND FLASH NEW PROCESS PIPE
PENETRATIONS THROUGH INSULATED METAL
PANEL. COORDINATE LOCATION WITH
PROCESS DWGS
TYP
IMP BY PRE-ENGINEERED
BUILDING MANUFACTURER
IMP WALL BY BUILDING
MANUFACTURER
BID ALTERNATES
R19 ROOF INSULATION
CONTINUOUS GUTTER
SEAL AND FLASH AROUND EXISTING
PIPE AND CONDUIT PENETRATIONS
THROUGH INSULATED METAL PANEL
TYP
WALL MOUNTED
LIGHT FIXTURE
CONTINUOUS
EXPANSION JOINT
- 24" CONCRETE FOUNDATION CURB
- CREDIT FOR SHORTER INSULATED METAL PANELS
WALL MOUNTED
LIGHT FIXTURE
- PAINTING OF EXISTING EXTERIOR METAL PANEL
WALL, 2' CONCRETE FOUNDATION CURB, AND
COLUMN FOUNDATIONS
5'-4 1/2"
CONTINUOUS VAPOR BARRIER
6
5'-4 1/2"
STANDING SEAM ROOF BY PREENGINEERED BUILDING
MANUFACTURER
LEVEL 1
103'-0"
11 SSR ROOF WITH EAVE GUTTER 7 SSR RAKE TRIM
SCALE: 3" = 1'-0"
LEVEL 1
103'-0"
5 WEST ELEVATION
SCALE: 3" = 1'-0"
3 EAST ELEVATION
SCALE: 1/8" = 1'-0"
A
A.2
C
REMOVE CHIPPING PAINT AND RUST
FROM EXISTING PIPE RACK
SUPPORT SURFACES. TYP (EXISTING
PROCESS PIPING AND INSULATION
TO REMAIN IN SERVICE.)
WASH AND CLEAN ALL EXISTING
SURFACES THAT WILL BE
INCORPORATED INTO NEW ADDITION
SPACE
3 PROVIDE 6" CONCRETE
HOUSEKEEPING PAD FOR PROCESS
TANK. REFER TO STRUCTURAL
DETAILS AND PROCESS DWGS
4 OPEN HUB DRAIN. REFER TO
PLUMBING DWGS
5 TRENCH DRAIN. MINIMUM FLOOR
SLAB SLOPE OF 1/4" PER FOOT TO
DRAIN. REFER TO PLUMBING DWGS.
6 PROVIDE FRAMED OPENING WITH
KNOCKOUT PANELS. REFER TO
BUILDING MANUFACTURER FOR
TYPICAL DETAILS
7 DOWNSPOUT FROM GUTTER. TIE
INTO UNDERGROUND STORM LINE,
REFER TO CIVIL DWGS
8 NEW PROCESS EQUIPMENT SHOWN
FOR COORDINATION PURPOSES.
TYP. REFER TO PROCESS DWGS
9 PROTECTIVE BOLLARDS 18" FROM
BUILDING FACE TO CENTERLINE,
TYP. REFER TO CIVIL DETAIL
10 INFILL OPENINGS FROM DEMOED
STORM DRAIN PIPING
6
A-301
ADDITION ROOF LEVEL
133'-0"
IMP RIB FILLER
SEAL ALL VOIDS BETWEEN NEW SHT
MTL, EXISTING SIDING, AND CONCRETE
EXST CONC WALL
EXISTING
FACILITY
100
MIN
LEVEL 1
103'-0"
MIN
EXST IMP WALL
1
EXPAND-O-FLASH CF/EJ EXPANSION JOINT
(RS-6016)
3'-0"
CONTINUOUS 6" GALVANIZED PTD
SHEET METAL WITH HEMMED EDGES.
LAP PIECES MIN 4" AND SEAL
OVERHEAD PIPE LADDER BY
OTHERS COORDINATE WITH
PROCESS DWGS
1.2
SCALE: 1/8" = 1'-0"
C.2
D
D.2
E
E.2
F
F.2
G
G.2
H
J
J.2
J.3 K
L
4
KEY PLAN
A-301
SEALANT
7
A-301
RELOCATED EXISTING
AHU AIR INTAKE LOUVER
REFER TO MECH DWGS
AREA BEYOND OF DEMOLISHED INTAKE
LOUVER. COORDINATE REROUTED
DUCTWORK AND INFILL METAL PANEL WALL
EXISTING PROCESS PIPING TO
REMAIN IN SERVICE
EXISTING ROOF EDGE (VIF)
134'-1"
ADDITION ROOF LEVEL
133'-0"
PREFABRICATED ROOF CURB
1
1
1
LAP AND SEAL PER PREENGINEERED BUILDING
MANUFACTURERS TYPICAL DETAILS
2
2
STANDING SEAM ROOF SYSTEM, BY
PRE-ENGINEERED BUILDING
MANUFACTURER
2
10
10
10
10
EXISTING OHD
TO REMAIN
8
DUCTWORK FOR REROUTED
AHU INTAKE. REFER TO
MECHANICAL DWGS
DUCT
SEE MECH DWGS
LEVEL 1
103'-0"
PREFABRICATED CURB FLASHING AND
FRAMING BY PRE-ENGINEERED BUILDING
MANUFACTURER, REFER TO
MANUFACTURER'S TYP DETAILS
10 ROOF DETAIL - DUCT PENETRATION
SCALE: 1 1/2" = 1'-0"
2 LONGITUDINAL SECTION
SCALE: 1/8" = 1'-0"
A
A.2
C
C.2
D
D.2
E
E.2
F
F.2
G
G.2
H
J
J.2
PER EQMT
J.3 K
4
A-301
L
3
2
1
RELOCATED EXISTING
AHU AIR INTAKE REFER
TO MECH DWGS
NO.
01.13.2014
12.13.2013
11.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
SCHEMATIC DESIGN - 50%
REVISIONS/ISSUANCES
DATE
EXISTING ROOF EDGE (VIF)
134'-1"
ADDITION ROOF LEVEL
133'-0"
PREFABRICATED ROOF CURB
LAP AND SEAL PER PREENGINEERED BUILDING
MANUFACTURERS TYPICAL DETAILS
STANDING SEAM ROOF SYSTEM, BY
PRE-ENGINEERED BUILDING
MANUFACTURER
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
EXT LIGHT FIXTURE
REFER TO ELEC DWGS
CONTINUOUS GUTTER
MECH LOUVER REFER
TO MECH DWGS
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
INSULATED METAL PANEL
MIN R-VALUE = 19
www.epsteinglobal.com
7
14'-0"
7
7
7
7
PROJECT NUMBER:
6
01/09/14 6:53 P
9 ROOF DETAIL - EQUIPMENT CURB
SCALE: 1 1/2" = 1'-0"
LEVEL 1
103'-0"
9
9
9
9
9
AJ
PROJECT MANAGER:
ARCH/ENG:
PREFABRICATED CURB FLASHING AND FRAMING
BY PRE-ENGINEERED BUILDING MANUFACTURER,
REFER TO MANUFACTURER'S TYP DETAILS
13109
9
2' CONCRETE CURB
21'-2"
9
9
SCALE:
As indicated
DRAWN BY:
CHECKED BY:
1 NORTH ELEVATION
Designer
Author
Checker
SCALE: 1/8" = 1'-0"
MEP / FP Engineer
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
BUILDING ELEVATIONS,
SECTIONS, AND DETAILS
SEAL
©
A-301
2013 A. Epstein and Sons International, Inc. All rights reserved.
GENERAL NOTES:
A.
B.
C.
D.
E.
F.
PROVIDE NEW CIRCUITING AND SWITCHING
TO ALL NEW LIGHT FIXTURES AS SHOWN.
ALL FIXTURES AND EQUIPMENT ARE NEW
UNLESS NOTED OTHERWISE.
PROVIDE NEW BREAKERS IN EXISTING
PANELS AS REQUIRED. NEW BREAKERS TO
BE FROM SAME MANUFACTURER AS
EXISTING PANEL.
CIRCUIT NUMBERS ARE FOR REFERENCE
ONLY. CONTRACTOR MAY USE DIFFERENT
AVAILABLE CIRCUITS BASED ON OWNER'S
DIRECTION. PROVIDE RECORD DRAWINGS
AT PROJECT COMPLETION DOCUMENTING
CIRCUIT CHANGES. PROVIDE UPDATED
TYPEWRITTEN DIRECTORIES IN ALL
EXISTING PANELS.
ALL NEW INTERIOR LIGHTING CIRCUITS TO
BE CONNECTED TO NEW PANEL 182.1.C.32.
PROVIDE LOCK-OUT DEVICE ON ALL
CIRCUITS FEEDING EMERGENCY LIGHTS
AND EXIT SIGNS.
KEYED NOTES:
1.
2.
3.
J.3
J.2
G.2
LUMARK
LDWP-FC-4A
F5
F.2
E.2
LUMARK
LDWP-FC-4A
3
D.2
LUMARK
LDWP-FC-4A
5
ERL
+25'-0" AFF
+25'-0" AFF
ERL
C.2
4.
A.2
5
5.
+25'-0" AFF
1.2
6.
7.
F1
F2
182.1.C.32
1a
182.1.C.32
1a
F3
1
F3
182.1.C.32
1
F1
TYP.
F1
F3
F2
182.1.C.32
3
F1
F1
182.1.C.32
3b
F1
182.1.C.32
3b
8.
182.1.C.32
3b
1
182.1.C.32
1a
2
182.1.C.32
1a
182.1.C.32
3
182.1.C.32
3b
TYP.
TYP.
9.
ADDITION TO
EXISTING
FACILITY
F4
9
101
LUMARK 182.1.C.321
MPWR-65T
6
7
3W
3W
a
b
EX1
182.1.C.32
1
F3
9
EX1
182.1.C.32
3
8
F1
182.1.C.32
1
182.1.C.32
1a
F1
F3
F1
182.1.C.32
1
182.1.C.32
1a
F1
182.1.C.32
1a
TYP.
182.1.C.32
1a
a
b
F3
F1
182.1.C.32
3
F1
182.1.C.32
3b
F3
182.1.C.32
3b
F1
182.1.C.32
3
3W
3W
10.
LUMARK
MPWR-65T
F4
11.
182.1.C.32
3
6
FIXTURE TYPES F1, F2, AND F3 SHALL BE
PROVIDED WITH A CORD AND PLUG
CONNECTION TYPE. PROVIDE LOCKING
TYPE RECEPTACLE TO MATCH PLUG
PROVIDED WITH FIXTURE AND LOCATE AT
ROOF LEVEL NEAR FIXTURE LOCATION
SHOWN IN COMPLIANCE WITH NEC
REQUIREMENTS
FIXTURES TO BE SUSPENDED FROM
CEILING AT 19'-0" AFF UNLESS NOTED
OTHERWISE. SEE DETAIL 3 ON SHEET E600 FOR MOUNTING DETAIL.
CONNECT NEW EXTERIOR FLOOD LIGHT
FIXTURE TO EXISTING EXTERIOR LIGHTING
PANEL AND CONTROLS. COORDINATE
EXTERIOR LIGHTING PANEL LOCATION AND
CONNECTION REQUIREMENTS WITH
OWNER.
EXISTING HID FIXTURE TO BE RELOCATED.
DISCONNECT, CLEAN AND STORE FOR
LATER REUSE. REMOVE CONDUIT AND
WIRE BACK TO SOURCE OR NEAREST
FIXTURE TO REMAIN.
RELOCATED HID FIXTURE. CONNECT TO
EXISTING EXTERIOR LIGHTING PANEL AND
CONTROLS. COORDINATE EXTERIOR
LIGHTING PANEL LOCATION AND
CONNECTION REQUIREMENTS WITH
OWNER.
CONNECT NEW EXIT SIGN TO CIRCUIT IN
NEW PANEL 182.1.C.32 AS SHOWN. MOUNT
EXIT SIGN AT APPROXIMATELY 1'-0" ABOVE
TOP OF DOOR FRAME. EXIT SIGN SHALL BE
RATED FOR A HOSE-DOWN ENVIRONMENT.
CONNECT NEW EXTERIOR LIGHT FIXTURE
TO CIRCUIT IN NEW PANEL 182.1.C.32 AS
SHOWN. MOUNT EXTERIOR LIGHT FIXTURE
AT APPROXIMATELY 1'-0" ABOVE TOP OF
DOOR FRAME.
ALL FIXTURES DESIGNATED AS
EMERGENCY SHALL BE PROVIDED WITH
INDICATOR LIGHTS AND REMOTE TEST
SWITCHES AS REQUIRED BY CODE.
CONTRACTOR SHALL PROVIDE AND
LOCATE ALL ACCESSORIES REQUIRED
FOR A COMPLETE AND PROPER
INSTALLATION.
SWITCH SHALL BE RATED FOR A HOSEDOWN ENVIRONMENT. SEE ATTACHED
OWNER SPECIFICATIONS.
EXISTING EXIT SIGN TO BE RELOCATED
PER NOTE 11.
RELOCATED EXIT SIGN. EXTEND CONDUIT
AND WIRE AS NECESSARY TO RECONNECT
FIXTURE TO EXISTING CIRCUIT.
7
182.1.C.32
3b
KEY PLAN
F1
F2
F2
F2
F2
F2
2.1
182.1.C.32
1a
182.1.C.32
1a
182.1.C.32
3b
182.1.C.32
1a
4
182.1.C.32
3b
182.1.C.32
3b
4
2.2
ERR
ERR
1
182.1.C
EX
FAN CONTROL
CENTER
4W
EX
182.1.B
182.1.C.32
ab
4W
ERR
ERL
11
10
EXISTING
FACILITY
100
K
J
H
G
F
E
D
C
A
3
2
1
NO.
01.13.2014
12.13.2013
11.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
SCHEMATIC DESIGN 50%
REVISIONS/ISSUANCES
DATE
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
www.epsteinglobal.com
13109
PROJECT NUMBER:
PROJECT MANAGER:
AJ
ARCH/ENG:
JF
SCALE:
3/16" = 1'-0"
JF
1/9/2014 7:19:40 AM
DRAWN BY:
MS
CHECKED BY:
MEP / FP Engineer
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
LIGHTING REFLECTED
CEILING PLAN
SEAL
©
E-200
2013 A. Epstein and Sons International, Inc. All rights reserved.
NESTLE WATERS POLAND SPRINGS
ADDITION
NESTLE WATERS
109 Poland Spring Drive
Poland Spring, ME 04274
KEY PLAN
3
2
1
NO.
01.13.2014
12.13.2013
11.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
SCHEMATIC DESIGN - 50%
REVISIONS/ISSUANCES
DATE
RE-ISSUED FOR BID
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
01.13.2014
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
www.epsteinglobal.com
PROJECT NUMBER:
13109
PROJECT MANAGER:
AJ
ARCH/ENG:
DD
01/09/14 6:54 P
SCALE:
DRAWN BY:
DD
CHECKED BY:
TP
TITLE SHEET
MEP / FP Engineer
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
SEAL
©
G-001
2013 A. Epstein and Sons International, Inc. All rights reserved.
2014/01/13 - RE-ISSUED FOR BID
Current Revision
01-GENERAL
G-001
TITLE SHEET
G-002
PROJECT INFORMATION AND INDEX
02-CODE ANALYSIS
CA-101 LEVEL 1 CODE ANALYSIS
03-DEMOLITION
D-101
DEMOLITION PLAN AND ELEVATION
04-CIVIL
C-100
DEMO PLAN
C-200
SITE PLAN
C-300
PAVING PLAN
C-400
UTILITY PLAN
06-ARCHITECTURE
A-001
GENERAL INFORMATION
A-100
PLOT PLAN AND AREA OF WORK SITE PLAN
A-101
LEVEL 1 AND ROOF PLAN
A-301
BUILDING ELEVATIONS, SECTIONS, AND DETAILS
A-900
DOOR SCHEDULE, TYPES AND FRAME TYPES, AND
FINISH PLAN
09-STRUCTURAL
S-001
STRUCTURAL GENERAL NOTES
S-002
LOADING CRITERIA AND DIAGRAMS
S-003
SPECIAL INSPECTIONS
S-100
FOUNDATION AND LEVEL 1 PLAN
S-300
FOUNDATION SECTIONS AND DETAILS
S-301
FOUNDATION SECTIONS AND DETAILS
10 - MECHANICAL
M-001
GENERAL NOTES AND SYMBOLS
M-002
SPECIFICATIONS
M-100
MECHANICAL FLOOR PLAN
M-101
MECHANICAL ROOF PLAN
M-500
MECHANICAL DETAILS
M-700
MECHANICAL SCHEDULES
13 - PLUMBING
P-001
LEGEND AND NOTES
P-100
LEVEL ONE PLUMBING PLAN
14 - FIRE PROTECTION
FP-001 LEGEND AND NOTES
FP-100 LEVEL ONE FIRE PROTECTION PLAN
15 - ELECTRICAL
E-001
ELECTRICAL SYMBOLS ABBREVIATIONS AND NOTES
E-002
ELECTRICAL SPECIFICATIONS
E-100
ELECTRICAL POWER AND SYSTEMS PLAN
E-102
SILO RELOCATION POWER PLAN
E-200
LIGHTING REFLECTED CEILING PLAN
E-400
PANEL SCHEDULES
E-500
MECHANICAL EQUIPMENT AND LUMINAIRE
SCHEDULE
E-600
ELECTRICAL DETAILS
2013/12/13 - ISSUED FOR BID
SHEET NAME
2013/11/13 - SCHEMATIC DESIGN 50%
NO
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3
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3
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3
3
3
3
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3
2
3
3
3
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3
3
3
3
3
3
3
2
2
3
3
3
3
3
1 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN ALL SUB-CONTRACTORS.
2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR WITH AND VERIFY THE EXISTING
CONDITIONS. THESE DEMOLITION DRAWINGS SHALL SERVE TO AID THE CONTRACTOR IN THEIR EVALUATION OF THE EXTENT OF
DEMOLITION; BUT SHALL NOT BE HELD TO BE ALL INCLUSIVE.
3 THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION
AND AS NECESSARY TO FULFILL THE PURPOSE AND INTENT OF THE FINISHED WORK, WHETHER OR NOT IT IS SPECIFICALLY SHOWN
OR NOTED IN THESE DOCUMENTS.
4 THE CONTRACTOR SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO ITS REMOVAL, TO INSURE SUCH REMOVAL DOES NOT
IMPAIR THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY
MAY BE IMPAIRED, NOTIFY THE ARCHITECT IMMEDIATELY.
5 THE CONTRACTOR SHALL VERIFY IN FIELD THE EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED IN THE DESIGN
DOCUMENTS PRIOR TO IMPLEMENTING THE WORK, INCLUDING ORDERING MATERIALS. ANY DISCREPANCIES THAT DIFFER FROM THAT
INDICATED IN THE DESIGN DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO IMPLEMENTING THE WORK.
6 THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL REQUIRED MEANS OF EGRESS CONTINUOUSLY DURING CONSTRUCTION. IF ANY
MEANS OF EGRESS WILL BE AFFECTED BY CONSTRUCTION THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN TO THE
ARCHITECT AND THE OWNER TO DEMONSTRATE THAT ALL MEANS OF EGRESS WILL BE MAINTAINED CONTINUOUSLY DURING
CONSTRUCTION.
7 THE CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, INSTALLING AND MAINTAINING DUST TIGHT TEMPORARY
CONSTRUCTION BARRIERS TO ALL INTERIOR AREAS OF THE EXISTING FACILITY WITHIN THE CONSTRUCTION LIMIT LINES, DURING THE
CONSTRUCTION PROCESS. LOCATIONS SHALL BE COORDINATED WITH THE OWNER. THE BARRIERS THERMALLY PERFORM TO MATCH
THAT OF THE EXISTING CONSTRUCTION WHEN BARRIER IS TO SEPARATE EXTERIOR AND INTERIOR CONDITIONS.
8 UNLESS NOTED OTHERWISE ALL DEMOLITION AND EXCAVATED MATERIAL BECOMES THE PROPERTY OF THE CONTRACTORS AND IS TO
BE REMOVED FROM THE PROPERTY, IN A LEGAL MANNER. NO STOCKPILING OF THESE MATERIALS WILL BE ALLOWED ON THE
PROPERTY OR WITHIN THE PROJECT AREA.
9 IN THE EVENT THAT UNEXPECTED REGULATED SUBSTANCES ARE ENCOUNTERED DURING THE WORK, THE CONTRACTOR SHALL
COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS/LAWS.
10 PROTECT FROM DEMOLITION AND CONSTRUCTION WORK, ALL “EXISTING TO REMAIN” FIXTURES AND EQUIPMENT REQUIRED TO
REMAIN IN PLACE DURING CONSTRUCTION.
11 ALL WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS TO REMAIN THAT NEED TO BE REMOVED TO GAIN ACCESS FOR NEW OR
DEMOLITION WORK OF ANY BUILDING SYSTEM SHALL BE PATCHED TO MATCH ADJUNCT EXISTING CONDITIONS.
12 OPENINGS IN WALLS, FLOORS, ETC THAT REMAIN UNUSED FROM THE REMOVAL OF DUCTS, PIPES, CONDUIT, ETC. ARE TO BE FILLED.
ALL FILLED AND PATCHED WORK TO MATCH EXISTING ADJACENT MATERIAL
13 WHEN ITEM(S)/SYSTEM(S) ARE INDICATED TO BE REMOVED/DEMOLISHED ALL COMPONENTS OF THE ITEM(S)/SYSTEM(S) (INCLUDED
BUT NOT LIMITED TO ANCHORS, CLIPS, HANGERS, SUPPORT) ARE TO BE REMOVED/DEMOLISHED. CAP AS NECESSARY
14 ITEMS INDICATED IN LIGHTER TONES (HALF TONES) ARE EXISTING TO REMAIN (SEE BELOW).
15 UNLESS OTHERWISE NOTED THE INDICATION BELOW REPRESENTS EXISTING WALLS/PARTITIONS TO BE REMOVED/DEMOLISHED IN ITS
ENTIRETY, INCLUDING BUT NOT LIMITED TO BASES, FASTENERS, BRACING, ANCHORS, FINISHES (SEE BELOW).
16 UNLESS OTHERWISE NOTED THE INDICATION BELOW REPRESENTS EXISTING DOORS TO BE REMOVED/DEMOLISHED IN ITS ENTIRETY,
INCLUDING BUT NOT LIMITED TO FRAMES AND ASSOCIATED HARDWARE (SEE BELOW).
ALUMINUM
FINISH WOOD
RIGID INSULATION
BRICK
GLASS
ROUGH WOOD
CERAMIC TILE
GRAVEL
SAND FILL
CONCRETE
GYPSUM BOARD
STEEL
CONCRETE BLOCK
LOOSE OR BATT
INSULATION
WATERPROOF
MEMBRANE
CONCRETE TILT-UP
PANEL
PARTICLE BOARD
EARTH
PLYWOOD
MATERIAL SYMBOLS
DETAIL NUMBER
1
A-101
DETAIL CALLOUT
CALLOUT
BREAK LINE
SHEET
NUMBER
CEILING HEIGHT (AFF)
CEILING TAG
2
ELEVATION - INTERIOR
3
A-101
8'-0" ACT-1
CEILING TYPE
DETAIL NUMBER
1
SHEET NUMBER
4
CENTER LINE
NEW
DETAIL NUMBER
ELEVATION - EXTERIOR
0
COLUMN BUBBLE
1
A101
EXISTING
SHEET NUMBER
101A
DOOR TAG
●
●
●
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●
●
3
3
●
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●
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●
●
●
●
●
●
●
3
2
3
2
3
2
3
●
●
●
3
●
●
0
(SEE SHEET A-900
FOR SCHEDULE)
LOBBY LEVEL
EL: 100' - 0"
SHEET ORDER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
G
CA
DX
C
L
A
I
X
S
M
PR
R
P
FP
E
Q
VT
SD
WW
GENERAL
CODE ANALYSIS
DEMOLITION
CIVIL
LANDSCAPE
ARCHITECTURE
INTERIORS
GRAPHICS
STRUCTURAL
MECHANICAL
PROCESS SYSTEMS
REFRIGERATION
PLUMBING
FIRE PROTECTION
ELECTRICAL
EQUIPMENT
VERTICAL TRANSPORTATION
SECURITY
WINDOW WASHING
KEY PLAN
GENERAL PROJECT NOTES
LEVEL NAME
ELEVATION - DATUM
1 REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND AVAILABLE INFORMATION.
2 All CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 2009 IBC, 2009 IECC, AND ADA. REFER TO THE PROJECT
INFORMATION SECTION FOR ADDITIONAL REQUIREMENTS.
3 CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING
AND FIRE PROTECTION EQUIPMENT CONTRACTORS AND ANY SPECIALTY CONTRACTORS NECESSARY TO COMPLETE THE WORK
REQUIRED BY THE THE CONTRACT DOCUMENTS, AND IS TO INFORM THE ARCHITECT OF ANY CONFLICTS AND/OR DISCREPANCIES. IN
ADDITION, ALL DEVICES SUCH AS, ELECTRICAL OUTLETS, ELECTRICAL SWITCHES, THERMOSTATS, VOICE AND DATA JACKS, ETC.
LOCATED IN ALL AREAS OF THE BUILDING SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ARCHITECT AND THE OWNER.
4 CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL OVERHEAD ELEMENTS WITH BUT NOT LIMITED TO MECHANICAL, ELECTRICAL,
FIRE ALARM, FIRE PROTECTION AND/OR SIGNAGE WORK AND CEILING INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN
DRAWINGS AND INSTALLATION, CONSULT THE ARCHITECT PRIOR TO PROCEEDING.
5 SEE CIVIL DRAWINGS TO THE CONVERSION FACTOR OF ACTUAL SITE ELEVATION TO BUILDING DATUM ELEVATION SHOWN ON THE
ARCHITECTURAL AND STRUCTURAL DRAWINGS.
6 REFER TO CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR
ADDITION GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS FOR THOSE SPECIFIC SECTIONS.
7 THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREIN. THEY SHALL INVESTIGATE, VERIFY AND
BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING
MODIFICATION BEFORE PROCEEDING WITH THE WORK.
8 THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO THE DEMOLITION AND CONSTRUCTION
OPERATIONS, AND WHERE EXISTING ELEMENTS ARE REMOVED, DAMAGED, OR OTHERWISE AFFECTED BY THE NEW WORK, THEY ARE
TO BE REPAIRED, REPLACED OR EXTENDED AS REQUIRED TO PROVIDE A COMPLETE OPERATIONAL SYSTEM.
9 REFER TO CIVIL DRAWINGS FOR NORTH-SOUTH AND EAST-WEST COORDINATES AND FOR LOCATION OF CONTROL POINTS TO
ESTABLISH PROJECT GRID AND REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF STRUCTURAL GRID.
10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDING ON THE SITE.
11 ALL ELEVATIONS INDICATED ON FLOOR PLANS ARE TOP OF STRUCTURAL SLAB (UNO) AND ALL ELEVATIONS INDICATED ON ROOF
PLANS ARE TOP OF ROOF MEMBRANE (UNO).
12 FOR NOTES APPLICABLE TO THE SCOPE OR WORK INDICATED ON INDIVIDUAL SHEETS, REFER TO SHEET NOTES ON THAT SHEET.
13 DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS
NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE
DETERMINED, CONSULT THE ARCHITECT.
14 NOTES AND REFERENCES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIALS. ALL SHEETS ARE
TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLICABLE TO RELATED DRAWINGS AND DETAILS.
15 IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE DRAWINGS, NOTES, AND/ OR PROJECT MANUAL, THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT TO RESOLVE THE DISCREPANCY.
16 ANY DETAILS, SYSTEMS, MATERIALS, ETC., WHICH ARE PROPOSED TO BE CHANGED MUST BE REVIEWED AND FOUND ACCEPTABLE BY
THE ARCHITECT.
17 FLAME SPREAD RATING FOR ALL MATERIALS INCLUDING INSULATION AND FIRE SAFING SHALL COMPLY WITH LOCAL CODE
REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS.
18 ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR BREAKDOWN AND/OR
ELECTROLYTIC ACTION.
19 CONTRACTOR TO COORDINATE SIZE AND LOCATION OF ALL FLOOR AND WALL SLEEVES.
20 CONTRACTOR SHALL PROVIDE ALL REQUIRED CONCRETE EMBEDS, ANCHORAGE, AND DEVICES TO BE CAST-IN-PLACE IN THE
STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE ACCURACY OF THE PLACEMENT OF EMBEDS, ANCHORAGE,
AND DEVICES, PRIOR TO THE PLACEMENT OF POURED CONCRETE SLABS, WALLS, COLUMNS, ETC. THE CONTRACTOR SHALL INSPECT
AND ACCEPT THE PLACEMENT OF ALL CAST-IN-PLACE ELEMENTS.
0
EQUIPMENT TAG
LEVEL LINE
LEVEL ELEVATION
SITE
NOTE 17
NOTE 18
NORTH ARROW
DETAIL NUMBER
1
SECTION
A-101
SHEET NUMBER
1
REVISION TAG
NOTE 19
ROOM NAME
NOTE 17
ITEM
ROOM TAG
LOCATION
SPOT ELEVATION TAG
LOBBY
101
35°F
3
2
1
ROOM NUMBER
ROOM TEMPERATURE
(IF PRESENT)
T/ STEEL
EL. + 96'-6"
WALL TAG
G1
30
(SEE SHEET A-800
FOR TYPES)
-
LETTERS =
WINDOW TYPES
(SEE SHEET A-910)
NO.
01.13.2014
12.13.2013
11.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
SCHEMATIC DESIGN - 50%
REVISIONS/ISSUANCES
DATE
ELEVATION
NOTE 18
WINDOW/
LOUVER TAG
NOTE 17
NUMBERS =
LOUVER TYPES
(SEE SHEET A-920)
NOTE 19
DRAWING TITLE
1 NORTH ELEVATION
SCALE: 1/8" = 1'-0"
DRAWING NAME
01/09/14 6:53 P
DRAWING SCALE
GENERAL DEMOLITION NOTES
LOCATION MAP
ADDRESS:
PROJECT DESCRIPTION:
AUTHORITY HAVING JURISDICTION:
SITE SIZE (IN ACRES):
SITE ZONING:
CONSTRUCTION TYPE:
GROSS BUILDING AREA (IN SQUARE FEET):
NUMBER OF STORIES AT AND ABOVE GRADE:
NUMBER OF STORIES BELOW GRADE:
MAXIMUM BUILDING HEIGHT (IN FEET):
DRAWING NUMBER
SYMBOLS
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
109 POLAND SPRING DRIVE, POLAND SPRING, MAINE
CARBON FILTER INSTALLATION BUILDING ADDITION
TOWN OF POLAND
www.epsteinglobal.com
PROJECT NUMBER:
IIB
7,229 SF
1
0
55'
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
13109
PROJECT MANAGER:
AJ
ARCH/ENG:
DD
SCALE:
PROJECT INFORMATION
MEP / FP Engineer
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
As indicated
DRAWN BY:
DD
CHECKED BY:
TP
PROJECT INFORMATION
AND INDEX
SEAL
©
G-002
2013 A. Epstein and Sons International, Inc. All rights reserved.
NEW FOUNDATION
PAD FOR RELOCATED
EXISTING SILO
NEW ADDITION TO
EXISTING FACILITY
EXISTING FACILITY
PROPERTY LINE
POLE
1092
350.73
UP
PROPERTY LINE
D
1010
350.27
1007
350.54
CLF
1008
350.54
CLF
NEW FOUNDATION PAD FOR RELOCATED EXISTING SILO.
REFER TO STRUCTURAL DWGS FOR FOUNDATION.
COORDINATE NEW RESIN PROCESS DESIGN WITH
PROCESS ENGINEER / DESIGNER
1009
350.52
15000
5008
5001
5009
349.19
349.16
349.08
348.99
348.96
gps sta
gps-sta
SPK
STA
KEY PLAN
1085
351.05
1090
351.58
CLF
1086
351.49
1089
352.16
CLF
1087
1088
352.13
1094
352.58
EP
1097
352.78
CLF
1093
1388
1389
353.52
354.35
354.36
UP
ELEVATION
ELEVATION
NEW ADDITION TO FACILITY
1095
354.16
EP
1096
354.53
CLF
0
33
1123
355.34
EP
1122
355.53
CLF
1124
355.61
EP
1121
355.55
CLF
1125
355.62
EP
1120
355.59
CLF
35
0
1119
355.85
CLF
1126
355.19
EP
1118
355.79
CLF
1127
355.24
EP
1117
355.94
CLF
EXISTING FACILITY
1170
1169
355.55
355.30
TC
1106
355.69
1105
TC
355.27
1116
355.99
CLF
6
35
1107
355.89
1104
TC
355.56
34
0
1115
356.65
CLF
1108
356.31
1103
TC
356.03
2
1
1114
356.86
CLF
01.13.2014
12.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
1109
1102
356.37
356.01
TC
NO.
REVISIONS/ISSUANCES
DATE
1113
356.78
CLF
1110
356.38
1101
TC
355.99
1112
356.44
CLF
1100
355.96
4
356.04
STA SPK
1294
393.41
NP S ILO
1214
378.72
NP S ILO2
1216
378.92
NP S ILO2
1215
379.01
NP S ILO2
1211
379.85
NP S ILO1
1213
391.06
NP S ILO1
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
BLS
1217
377.91
NP S ILO3
BLF
1212
380.21
NP S ILO1
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
www.epsteinglobal.com
PROJECT NUMBER:
PROJECT MANAGER:
ARCH/ENG:
SCALE:
01/09/14 6:52 P
CHECKED BY:
1 PLOT PLAN
SCALE: 1" = 40'-0"
AJ
Designer
As indicated
DRAWN BY:
2 ENLARGED SITE PLAN
13109
Author
Checker
SCALE: 1" = 300'-0"
MEP / FP Engineer
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
PLOT PLAN AND AREA OF
WORK SITE PLAN
SEAL
©
A-100
2013 A. Epstein and Sons International, Inc. All rights reserved.
2
NOTES
A-301
1.2
1 2.2
1
EXTERIOR IMP WALL BY PREENGINEERED BUILDING MANUFACTURER
RELOCATED EXISTING
AHU AIR INTAKE REFER
TO MECH DWGS
2
1
PROVIDE BASE TRIM PER PREENGINEERED BUILDING MANUFACTURER'S
TYP DETAILS
A-301
EXISTING ROOF EDGE (VIF)
134'-1"
CONTINUOUS FLASHING AND SEALANT
PROVIDE LEVELING GROUT
SLIDE SHEET METAL UNDER EXISTING
SIDING TO UNDERSIDE OF EXISTING
SIDING FASTENER
ANCHOR TO CONCRETE
EXISTING ROOF EDGE (VIF)
134'-1"
2
6"
EXISTING GUTTER AND
TRIM TO REMAIN
T/FIN GRADE
REFER TO CIVIL
11
A-301
CONCEPTUAL STRUCTURAL FRAMING.
FINAL DESIGN BY PRE-ENGINEERED BUILDING
MANUFACTURER
ISOLATION JOINT
INS-2
INS-2
4'-0"
ADDITION TO
EXISTING
FACILITY
101
EXTERIOR FACES OF EXISTING
RIBBED METAL SIDING
CONT GRADE BEAM
REFER TO STRUCTURAL DWGS
ROOF ASSEMBLY AND STRUCTURE BY PREENGINEERED BUILDING MANUFACTURER
EXISTING
FACILITY
100
LEVEL 1
103'-0"
ADDITION TO
EXISTING
FACILITY
101
EXISTING
FACILITY
100
CONTINUOUS PRE-FABRICATED INSULATED
ROOF CURB ANCHOR TO ROOF STRUCTURE
OR ROOF DECK
12
A-301
8
A-301
LEVEL 1
103'-0"
12 EXISTING SIDING TO CONC WALL 8 TYP FOUNDATION DETAIL
SCALE: 3/4" = 1'-0"
6 EXPANSION JOINT @ NEW ROOF
SCALE: 3/4" = 1'-0"
4 TRANSVERSE SECTION
SCALE: 1" = 1'-0"
SCALE: 1/8" = 1'-0"
1.2
2.2 1
STANDING SEAM ROOF BY
BUILDING PRE-ENGINEERED
MANUFACTURER
1 2.2
1.2
2
RELOCATED EXISTING
AHU AIR INTAKE LOUVER
REFER TO MECH DWGS
2
A-301
A-301
EXISTING ROOF EDGE (VIF)
134'-1"
ADDITION ROOF LEVEL
133'-0"
EXISTING ROOF EDGE (VIF)
134'-1"
ADDITION ROOF LEVEL
133'-0"
SEAL AND FLASH AROUND
EXISTING PIPE AND CONDUIT
PENETRATIONS THROUGH
INSULATED METAL PANEL
TYP
FASCIA TRIM
CONTINUOUS VAPOR BARRIER
SEAL AND FLASH NEW PROCESS PIPE
PENETRATIONS THROUGH INSULATED
METAL PANEL. COORDINATE LOCATION
WITH PROCESS DWGS
TYP
R19 ROOF INSULATION
SEAL AND FLASH NEW PROCESS PIPE
PENETRATIONS THROUGH INSULATED METAL
PANEL. COORDINATE LOCATION WITH
PROCESS DWGS
TYP
IMP BY PRE-ENGINEERED
BUILDING MANUFACTURER
IMP WALL BY BUILDING
MANUFACTURER
BID ALTERNATES
R19 ROOF INSULATION
CONTINUOUS GUTTER
SEAL AND FLASH AROUND EXISTING
PIPE AND CONDUIT PENETRATIONS
THROUGH INSULATED METAL PANEL
TYP
WALL MOUNTED
LIGHT FIXTURE
CONTINUOUS
EXPANSION JOINT
- 24" CONCRETE FOUNDATION CURB
- CREDIT FOR SHORTER INSULATED METAL PANELS
WALL MOUNTED
LIGHT FIXTURE
- PAINTING OF EXISTING EXTERIOR METAL PANEL
WALL, 2' CONCRETE FOUNDATION CURB, AND
COLUMN FOUNDATIONS
5'-4 1/2"
CONTINUOUS VAPOR BARRIER
6
5'-4 1/2"
STANDING SEAM ROOF BY PREENGINEERED BUILDING
MANUFACTURER
LEVEL 1
103'-0"
11 SSR ROOF WITH EAVE GUTTER 7 SSR RAKE TRIM
SCALE: 3" = 1'-0"
LEVEL 1
103'-0"
5 WEST ELEVATION
SCALE: 3" = 1'-0"
3 EAST ELEVATION
SCALE: 1/8" = 1'-0"
A
A.2
C
REMOVE CHIPPING PAINT AND RUST
FROM EXISTING PIPE RACK
SUPPORT SURFACES. TYP (EXISTING
PROCESS PIPING AND INSULATION
TO REMAIN IN SERVICE.)
WASH AND CLEAN ALL EXISTING
SURFACES THAT WILL BE
INCORPORATED INTO NEW ADDITION
SPACE
3 PROVIDE 6" CONCRETE
HOUSEKEEPING PAD FOR PROCESS
TANK. REFER TO STRUCTURAL
DETAILS AND PROCESS DWGS
4 OPEN HUB DRAIN. REFER TO
PLUMBING DWGS
5 TRENCH DRAIN. MINIMUM FLOOR
SLAB SLOPE OF 1/4" PER FOOT TO
DRAIN. REFER TO PLUMBING DWGS.
6 PROVIDE FRAMED OPENING WITH
KNOCKOUT PANELS. REFER TO
BUILDING MANUFACTURER FOR
TYPICAL DETAILS
7 DOWNSPOUT FROM GUTTER. TIE
INTO UNDERGROUND STORM LINE,
REFER TO CIVIL DWGS
8 NEW PROCESS EQUIPMENT SHOWN
FOR COORDINATION PURPOSES.
TYP. REFER TO PROCESS DWGS
9 PROTECTIVE BOLLARDS 18" FROM
BUILDING FACE TO CENTERLINE,
TYP. REFER TO CIVIL DETAIL
10 INFILL OPENINGS FROM DEMOED
STORM DRAIN PIPING
6
A-301
ADDITION ROOF LEVEL
133'-0"
IMP RIB FILLER
SEAL ALL VOIDS BETWEEN NEW SHT
MTL, EXISTING SIDING, AND CONCRETE
EXST CONC WALL
EXISTING
FACILITY
100
MIN
LEVEL 1
103'-0"
MIN
EXST IMP WALL
1
EXPAND-O-FLASH CF/EJ EXPANSION JOINT
(RS-6016)
3'-0"
CONTINUOUS 6" GALVANIZED PTD
SHEET METAL WITH HEMMED EDGES.
LAP PIECES MIN 4" AND SEAL
OVERHEAD PIPE LADDER BY
OTHERS COORDINATE WITH
PROCESS DWGS
1.2
SCALE: 1/8" = 1'-0"
C.2
D
D.2
E
E.2
F
F.2
G
G.2
H
J
J.2
J.3 K
L
4
KEY PLAN
A-301
SEALANT
7
A-301
RELOCATED EXISTING
AHU AIR INTAKE LOUVER
REFER TO MECH DWGS
AREA BEYOND OF DEMOLISHED INTAKE
LOUVER. COORDINATE REROUTED
DUCTWORK AND INFILL METAL PANEL WALL
EXISTING PROCESS PIPING TO
REMAIN IN SERVICE
EXISTING ROOF EDGE (VIF)
134'-1"
ADDITION ROOF LEVEL
133'-0"
PREFABRICATED ROOF CURB
1
1
1
LAP AND SEAL PER PREENGINEERED BUILDING
MANUFACTURERS TYPICAL DETAILS
2
2
STANDING SEAM ROOF SYSTEM, BY
PRE-ENGINEERED BUILDING
MANUFACTURER
2
10
10
10
10
EXISTING OHD
TO REMAIN
8
DUCTWORK FOR REROUTED
AHU INTAKE. REFER TO
MECHANICAL DWGS
DUCT
SEE MECH DWGS
LEVEL 1
103'-0"
PREFABRICATED CURB FLASHING AND
FRAMING BY PRE-ENGINEERED BUILDING
MANUFACTURER, REFER TO
MANUFACTURER'S TYP DETAILS
10 ROOF DETAIL - DUCT PENETRATION
SCALE: 1 1/2" = 1'-0"
2 LONGITUDINAL SECTION
SCALE: 1/8" = 1'-0"
A
A.2
C
C.2
D
D.2
E
E.2
F
F.2
G
G.2
H
J
J.2
PER EQMT
J.3 K
4
A-301
L
3
2
1
RELOCATED EXISTING
AHU AIR INTAKE REFER
TO MECH DWGS
NO.
01.13.2014
12.13.2013
11.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
SCHEMATIC DESIGN - 50%
REVISIONS/ISSUANCES
DATE
EXISTING ROOF EDGE (VIF)
134'-1"
ADDITION ROOF LEVEL
133'-0"
PREFABRICATED ROOF CURB
LAP AND SEAL PER PREENGINEERED BUILDING
MANUFACTURERS TYPICAL DETAILS
STANDING SEAM ROOF SYSTEM, BY
PRE-ENGINEERED BUILDING
MANUFACTURER
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
EXT LIGHT FIXTURE
REFER TO ELEC DWGS
CONTINUOUS GUTTER
MECH LOUVER REFER
TO MECH DWGS
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
INSULATED METAL PANEL
MIN R-VALUE = 19
www.epsteinglobal.com
7
14'-0"
7
7
7
7
PROJECT NUMBER:
6
01/09/14 6:53 P
9 ROOF DETAIL - EQUIPMENT CURB
SCALE: 1 1/2" = 1'-0"
LEVEL 1
103'-0"
9
9
9
9
9
AJ
PROJECT MANAGER:
ARCH/ENG:
PREFABRICATED CURB FLASHING AND FRAMING
BY PRE-ENGINEERED BUILDING MANUFACTURER,
REFER TO MANUFACTURER'S TYP DETAILS
13109
9
2' CONCRETE CURB
21'-2"
9
9
SCALE:
As indicated
DRAWN BY:
CHECKED BY:
1 NORTH ELEVATION
Designer
Author
Checker
SCALE: 1/8" = 1'-0"
MEP / FP Engineer
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
BUILDING ELEVATIONS,
SECTIONS, AND DETAILS
SEAL
©
A-301
2013 A. Epstein and Sons International, Inc. All rights reserved.
GENERAL NOTES:
A.
B.
C.
D.
E.
F.
PROVIDE NEW CIRCUITING AND SWITCHING
TO ALL NEW LIGHT FIXTURES AS SHOWN.
ALL FIXTURES AND EQUIPMENT ARE NEW
UNLESS NOTED OTHERWISE.
PROVIDE NEW BREAKERS IN EXISTING
PANELS AS REQUIRED. NEW BREAKERS TO
BE FROM SAME MANUFACTURER AS
EXISTING PANEL.
CIRCUIT NUMBERS ARE FOR REFERENCE
ONLY. CONTRACTOR MAY USE DIFFERENT
AVAILABLE CIRCUITS BASED ON OWNER'S
DIRECTION. PROVIDE RECORD DRAWINGS
AT PROJECT COMPLETION DOCUMENTING
CIRCUIT CHANGES. PROVIDE UPDATED
TYPEWRITTEN DIRECTORIES IN ALL
EXISTING PANELS.
ALL NEW INTERIOR LIGHTING CIRCUITS TO
BE CONNECTED TO NEW PANEL 182.1.C.32.
PROVIDE LOCK-OUT DEVICE ON ALL
CIRCUITS FEEDING EMERGENCY LIGHTS
AND EXIT SIGNS.
KEYED NOTES:
1.
2.
3.
J.3
J.2
G.2
LUMARK
LDWP-FC-4A
F5
F.2
E.2
LUMARK
LDWP-FC-4A
3
D.2
LUMARK
LDWP-FC-4A
5
ERL
+25'-0" AFF
+25'-0" AFF
ERL
C.2
4.
A.2
5
5.
+25'-0" AFF
1.2
6.
7.
F1
F2
182.1.C.32
1a
182.1.C.32
1a
F3
1
F3
182.1.C.32
1
F1
TYP.
F1
F3
F2
182.1.C.32
3
F1
F1
182.1.C.32
3b
F1
182.1.C.32
3b
8.
182.1.C.32
3b
1
182.1.C.32
1a
2
182.1.C.32
1a
182.1.C.32
3
182.1.C.32
3b
TYP.
TYP.
9.
ADDITION TO
EXISTING
FACILITY
F4
9
101
LUMARK 182.1.C.321
MPWR-65T
6
7
3W
3W
a
b
EX1
182.1.C.32
1
F3
9
EX1
182.1.C.32
3
8
F1
182.1.C.32
1
182.1.C.32
1a
F1
F3
F1
182.1.C.32
1
182.1.C.32
1a
F1
182.1.C.32
1a
TYP.
182.1.C.32
1a
a
b
F3
F1
182.1.C.32
3
F1
182.1.C.32
3b
F3
182.1.C.32
3b
F1
182.1.C.32
3
3W
3W
10.
LUMARK
MPWR-65T
F4
11.
182.1.C.32
3
6
FIXTURE TYPES F1, F2, AND F3 SHALL BE
PROVIDED WITH A CORD AND PLUG
CONNECTION TYPE. PROVIDE LOCKING
TYPE RECEPTACLE TO MATCH PLUG
PROVIDED WITH FIXTURE AND LOCATE AT
ROOF LEVEL NEAR FIXTURE LOCATION
SHOWN IN COMPLIANCE WITH NEC
REQUIREMENTS
FIXTURES TO BE SUSPENDED FROM
CEILING AT 19'-0" AFF UNLESS NOTED
OTHERWISE. SEE DETAIL 3 ON SHEET E600 FOR MOUNTING DETAIL.
CONNECT NEW EXTERIOR FLOOD LIGHT
FIXTURE TO EXISTING EXTERIOR LIGHTING
PANEL AND CONTROLS. COORDINATE
EXTERIOR LIGHTING PANEL LOCATION AND
CONNECTION REQUIREMENTS WITH
OWNER.
EXISTING HID FIXTURE TO BE RELOCATED.
DISCONNECT, CLEAN AND STORE FOR
LATER REUSE. REMOVE CONDUIT AND
WIRE BACK TO SOURCE OR NEAREST
FIXTURE TO REMAIN.
RELOCATED HID FIXTURE. CONNECT TO
EXISTING EXTERIOR LIGHTING PANEL AND
CONTROLS. COORDINATE EXTERIOR
LIGHTING PANEL LOCATION AND
CONNECTION REQUIREMENTS WITH
OWNER.
CONNECT NEW EXIT SIGN TO CIRCUIT IN
NEW PANEL 182.1.C.32 AS SHOWN. MOUNT
EXIT SIGN AT APPROXIMATELY 1'-0" ABOVE
TOP OF DOOR FRAME. EXIT SIGN SHALL BE
RATED FOR A HOSE-DOWN ENVIRONMENT.
CONNECT NEW EXTERIOR LIGHT FIXTURE
TO CIRCUIT IN NEW PANEL 182.1.C.32 AS
SHOWN. MOUNT EXTERIOR LIGHT FIXTURE
AT APPROXIMATELY 1'-0" ABOVE TOP OF
DOOR FRAME.
ALL FIXTURES DESIGNATED AS
EMERGENCY SHALL BE PROVIDED WITH
INDICATOR LIGHTS AND REMOTE TEST
SWITCHES AS REQUIRED BY CODE.
CONTRACTOR SHALL PROVIDE AND
LOCATE ALL ACCESSORIES REQUIRED
FOR A COMPLETE AND PROPER
INSTALLATION.
SWITCH SHALL BE RATED FOR A HOSEDOWN ENVIRONMENT. SEE ATTACHED
OWNER SPECIFICATIONS.
EXISTING EXIT SIGN TO BE RELOCATED
PER NOTE 11.
RELOCATED EXIT SIGN. EXTEND CONDUIT
AND WIRE AS NECESSARY TO RECONNECT
FIXTURE TO EXISTING CIRCUIT.
7
182.1.C.32
3b
KEY PLAN
F1
F2
F2
F2
F2
F2
2.1
182.1.C.32
1a
182.1.C.32
1a
182.1.C.32
3b
182.1.C.32
1a
4
182.1.C.32
3b
182.1.C.32
3b
4
2.2
ERR
ERR
1
182.1.C
EX
FAN CONTROL
CENTER
4W
EX
182.1.B
182.1.C.32
ab
4W
ERR
ERL
11
10
EXISTING
FACILITY
100
K
J
H
G
F
E
D
C
A
3
2
1
NO.
01.13.2014
12.13.2013
11.13.2013
RE-ISSUED FOR BID
ISSUED FOR BID
SCHEMATIC DESIGN 50%
REVISIONS/ISSUANCES
DATE
Chicago
New York
Bucharest
Warsaw
Architecture
Interiors
Engineering
Construction
600 W. Fulton Street
Chicago, IL 60661-1259
T 312.454.9100
www.epsteinglobal.com
13109
PROJECT NUMBER:
PROJECT MANAGER:
AJ
ARCH/ENG:
JF
SCALE:
3/16" = 1'-0"
JF
1/9/2014 7:19:40 AM
DRAWN BY:
MS
CHECKED BY:
MEP / FP Engineer
Structural Engineer
Civil Engineer
Design Architect
Owner
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
EPSTEIN
600 West Fulton
Chicago, IL 60661
312.454.9100
Nestle Waters
109 Poland Spring Drive
Poland Spring, ME 04274
207.998.6456
LIGHTING REFLECTED
CEILING PLAN
SEAL
©
E-200
2013 A. Epstein and Sons International, Inc. All rights reserved.