Plan Commission Packet 2010 07-14-10
PLAN COMMISSION
AGENDA
Wednesday, July 14, 2010
Yorkville Public Library
902 Game Farm Road
Meeting Called to Order: 7:00 p.m.
Roll Call:
Previous meeting minutes: June 9, 2010
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Public Hearings
1. PC 2010-08 US Cellular, Petitioner, has filed an application with the United City
of Yorkville, Kendall County, Illinois, requesting a Special Use for installation of a
new cell tower. The real property consists of approximately 1.89 acres, located
immediately north of Route 34, and immediately east of Eldamain Road, Yorkville,
Illinois.
Action Item
i. Special Use
Adjournment
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
Telephone: 630-553-4350
Fax: 630-553-7575
Page 1 of 3 DRAFT
UNITED CITY OF YORKVILLE
PLAN COMMISSION
City Hall Council Chambers
Wednesday, June 9, 2010 7:00pm
Commission Members in Attendance:
Anne Lucietto Jack Jones
Tom Lindblom Jeff Baker
Michael Crouch Sandra Adams
Charles Kraupner Clarence Holdiman
Jane Winninger
Other City Staff
Kristi Noble, Economic Development Director
Other Guests
Richard Scheffrahn
Christine Vitosh, Depo Court
Chairman Anne Lucietto called the meeting to order at 7:00pm. Roll call was taken and a
quorum was established.
Previous Meeting Minutes March 10, 2010
The March minutes were approved on a motion by Baker and second Jones. Motion
carried on a voice vote.
Public Hearing
0. The United City of Yorkville, petitioner, filed an application requesting to
amend Title 10, Chapter 8, Article A Section 10-SA-1: Uses Permitted of the
Municipal Zoning Code to allow manufacturing of alcoholic beverages with
the M-1 Manufacturing District; and to amend Title 10, Chapter 7 Article B
of the Municipal Zoning Code to define and identify microbreweries as an
allowed Special Use within the B-1 Limited Business District, B-2 General
Business District, B-3 Service Business District and B-4 Business District.
A motion was made by Crouch and seconded by Adams to open the Public Hearing.
Motion approved on a voice vote.
(See Court Reporter’s Transcript)
Ms. Noble summarized the Public Hearing as follows: the request is to allow alcohol
production in the M1 District and to allow micro-breweries/brewpubs in the Business
District. It excludes point of sale purchases to the public at the manufacturing site. The
City is proposing a maximum of 5,000 barrels to be manufactured per year.
Page 2 of 3
Following Ms. Noble’s testimony, Crouch moved and Jones seconded a motion to close
the Public Hearing. Closed at 7:07pm. Unanimous voice vote approval.
Discussion
It was noted the City would prefer a micro-brewery to be affiliated with a restaurant. Mr.
Lindblom suggested a language change to remove “bar” from “restaurant and/or bar”
from the staff recommendations.
Ms. Noble clarified that the M1 District is for only manufacturing, not for selling to the
public, while the Business District can produce, bottle and sell it.
Ms. Lucietto asked why this matter was being brought forward at this time. Ms. Noble
said she understood a request had been made by a small business in the M district.
The maximum of 5,000 barrels was discussed and some Commissioners questioned the
number. Currently there is no State Statute covering this, but Ms. Noble said the ability
to handle truck traffic and storage must be considered. Lucietto and Crouch also
questioned the limit of 5,000 barrels annually when other communities allow 15,000
barrels. The consensus of the committee was to allow 15,000 barrels in both districts.
Ms. Noble said the State does have a limit for production of alcohol for off-site
consumption of 50,000 gallons per year. It was also suggested to not limit the off-site
consumption.
Crouch asked why the City would want to separate the manufacture and sale of alcohol
and cited the example of the Roundhouse in Aurora that both brews and sells the product
at the same location. Ms. Noble said the Business District is for sales taxes. It was also
noted that Aurora views the Roundhouse as a restaurant.
Chairman Lucietto asked if there were any covenants that might affect this request, but it
was not known if there were any.
Baker said the only concern he would have would be if a business were to open in a
manufacturing zone. He said those zones are busy enough without adding further
congestion. Ms. Noble said that a retail use would not be located in a manufacturing
zone.
Action Item
i. Text Amendment
Commissioner Lindblom made a motion to accept the proposal as presented by staff with
the changes recommended by the committee. Jones seconded the motion.
Roll call: Lindblom-yes; Holdiman-yes; Crouch-yes, Kraupner-yes, Adams-yes,
Winninger-yes, Jones-yes, Baker-yes, Lucietto-yes. Unanimous approval.
Page 3 of 3
Additional Business:
Mr. Crouch provided an update on the Zoning Commission and said they had met at the
end of May. Ms. Noble will review what has been done thus far.
==========
Ms. Lucietto reported on the Kendall County Planning Consortium and said they had met
at Platteville. Water supplies, pollution, wells, etc were discussed. The next meeting is
at the end of July. The topic will be windmills and residential power.
===========
The proposed sports complex was brought up by Mr. Lindblom. Ms. Ochoa, who is
spearheading this project, was present at the Council meeting the previous night and a
plan is anticipated.
==========
The canoe chute was also discussed and the finish date is anticipated for August or
September. Baker mentioned that the City had discussed a possible permitted use for the
City park. He said he did not feel that was proper for a public park.
==========
There was no further business and the meeting was adjourned at 7:30pm on a motion by
Crouch and Jones.
Minutes respectfully submitted by
Marlys Young
BACKGROUND & PROJECT DESCRIPTION:
The applicant, U.S. Cellular, is requesting Special Use approval for the construction of a
new telecommunications tower to be located at the northeast corner of Eldamain Road and US
Route 34 in Yorkville, Illinois. U.S. Cellular is contracted to lease an approximately 3,600 square
foot area on the property for 5-years with an option for 30 years. The overall property is
approximately 1.89 acres, inclusive of an existing commercial building and parking area, and is
used for a transmission repair shop. The property is zoned B-3 Service Business District, which
identifies telecommunication towers as special uses.
As proposed, the 194’ tall cell tower and approximately 10’ tall equipment shelter will be
secured by a six-foot tall wooden fence. Landscaping is also planned around the perimeter of the
fence for screening. The applicant has requested a height variance for the tower and a public
hearing before the Zoning Board of Appeals was held on July 7, 2010. The request was
unanimously recommended for approval and both recommendations from the ZBA and Plan
Commission will be forwarded concurrently to the City Council for final approval.
EXISTING CONDITIONS:
The existing zoning and land use for properties surrounding the subject property are as
indicated below:
Zoning Land Use
North B-3 Service Business District (Cobblestone North) Agriculture/Undeveloped
East B-3 Service Business District (Cobblestone North) Agriculture/Undeveloped
South B-3 Service Business District (Cobblestone Commons) US Route 34 /Agriculture
West Unincorporated Kendall County/Plano, Illinois
Eldamain Road/
Fox Valley Family Center YMCA
(Plano, Illinois)
The 2008 Comprehensive Plan update designates the future land use of this property as
commercial.
TOWER AND ANTENNA REGULATIONS COMPLAINCE:
As set forth in Title 10 Chapter 15: Tower and Antenna Regulations of the City’s Zoning
Ordinance, the tower and equipment shelter must meet the setback, lot coverage and separation
distance requirements. The following tables illustrate the applicant’s compliance with these
regulations:
Memorandum
To: Plan Commission
From: Krysti J. Barksdale-Noble, AICP, Community Development Director
CC: Bart Olson, City Administrator
Date: July 9, 2010
Subject: PC 2010-08 U.S. Cellular
Special Use -New Telecommunications Tower
Table 1 - Bulk/Setback Requirements for Tower and Equipment Shelter (Section: 10-7D-4)
Required Setback
(B-3 District)
Proposed
Setback
(Tower)
Proposed
Setback
(Equipment Shelter)
Compliant
(Yes/No)
Front Yard
(Eldamain Road) 50 ft 60.63 ft 66.13 ft Yes
Side Yard
(North) 20 ft 83.18 ft 78.99 ft Yes
Corner Yard
(US Route 34) 30 ft 500 ft 479.63 ft Yes
Rear Yard (East) 20 ft 36.75 ft 20 ft Yes
Table 2 - Lot Coverage: Maximum of 50% of the lot area can be occupied by buildings and structures,
including accessory buildings (Section 10-7D-5)
Total Proposed Lot
Coverage
Maximum Lot Coverage Compliant
(Yes/No)
Proposed Development
(Existing Building, Tower,
Equipment Shelter and
Future Carrier Areas)
±4,822.60 sq. ft. (.11 ac) ±41,164 sq. ft. (.94 ac.) Yes
Table 3 - Separation Distance Requirements for Tower (Section 10-15-5E)
Off Site Use/
Designated Area
Required Separation
Distance
Provided Separation
Distance
Compliant
(Yes/No)
Single-Family or Duplex
Vacant SF or Duplex
(Platted)
Vacant SF or Duplex
(Un-platted)
500 ft
1,259.73 ft.
Min. distance to nearest
existing residence
Yes
Existing Multi-Family
(greater than Duplex)
100 ft or 100% of tower
height N/A N/A
Non-residentially zoned
lands or non-residential None. Only setbacks apply See Table 1 above Yes
Fox River or any water
course
500 ft., as measured from
shore
More than 1,000 ft. from
Rob Roy Creek Yes
Major highways 500 ft, from the ROW 500 ft (US Route 34) Yes
STAFF COMMENTS & RECOMMENDATIONS:
The Landscape Plan illustrates the installation of 39 arborvitae trees. Per Section 8-12-3 of
the City’s Landscape Ordinance requires a mixture of trees with a maximum of 33% of
any one type of genus. Staff recommends the applicant revise the Landscape Plan to
revise the plan with review and final approval by staff.
The plans indicate the potential for an additional three (3) carrier shelters. Section 10-15-
5K states that no more than three (3) equipment shelters are allowed, but multiple
equipment shelters can be contained under one roof if at all possible.
All future carrier shelters will have to maintain the required setbacks as provided in
Section 10-7D-4.
Plans have been forwarded and reviewed by the City of Plano and Kendall County
Engineer. There is no conflict with the current Plano/Yorkville Boundary Agreement
regarding the proposed cell tower. However, the applicant will need to obtain approval
from the County to construct the new access point on Eldamain Road.
SPECIAL USE CRITERIA:
Section 10-14-6F of the City’s Zoning Ordinance establishes standards for special use
requests. No special use shall be recommended by the plan commission unless said commission
shall find that:
1. The establishment, maintenance or operation of the special use will not be unreasonably
detrimental to or endanger the public health, safety, morals, comfort or general welfare.
2. The special use will not be injurious to the use and enjoyment of other property in the
immediate vicinity for the purpose already permitted, nor substantially diminish and
impair property values within the neighborhood.
3. The establishment of the special use will not impede the normal and orderly development
and improvement of surrounding property for uses permitted in the district.
4. Adequate utilities, access roads, drainage or other necessary facilities have been or are
being provided.
5. Adequate measures have been or will be taken to provide ingress or egress so designed as
to minimize traffic congestion in the public streets.
6. The special use shall in all other respects conform to the applicable regulations of the
district in which it is located, except as such regulations may in each instance be modified
by the city council pursuant to the recommendations of the plan commission.
Additionally, the plan commission must consider the following factors in determining
whether to issue a special use permit above and beyond those factors referenced above (Section
10-15-5C):
1. Height of the proposed antenna, antenna structure or tower;
2. Proximity of the antenna, antenna structure or tower to residential structures and
residential district boundaries;
3. Nature of uses on adjacent and nearby properties;
4. Surrounding topography;
5. Surrounding tree coverage and foliage;
6. Design of the antenna, antenna structure or tower, with particular reference to design
characteristics that have the effect of reducing or eliminating visual obtrusiveness;
7. Proposed ingress and egress; and
8. Availability of suitable existing antennas, antenna structures, towers, alternative power
structures and other structures, or alternative technologies not requiring the use of towers
or structures as discussed elsewhere in this chapter.
July 8, 2010
City of Yorkville
Attention: Krystal Barksdale-Noble
Community Development
800 Game Farm Road
Yorkville, IL 60560
Re: US Cellular’s tower proposal at Route 34 Automotive property located at 1947 US Hwy 34,
Yorkville, Kendall County, IL 60560.
Dear Ms. Noble:
Statement in Support of Application
U.S. Cellular is a federally-licensed provider of Personal Communications Services (“PCS”) with
corporate offices at 8410 West Bryn Mawr Avenue, Suite #700, Chicago, Illinois 60631, respectfully
requests that you support its petition for a variation of 94’ and special use to construct a
communications site located 1947 US Hwy 34, Yorkville, IL 60560, IL also known as Route 34
Automotive property located in Yorkville, IL (“the Site”).
Project Description
U.S. Cellular plans to construct an unmanned 194’ self-supporting monopole tower, equipped
with exterior receiving and transmitting antennas at Site. The tower mast will continue to be a self-
supporting monopole structure without any guyed lines. The proposed facility will allow U.S. Cellular to
promote seamless uninterrupted coverage in the area and locate other personal communication
services on the structure. Plans for the Proposed Facility will be submitted to the City of Yorkville’s
planning staff.
The supporting transmitting and receiving equipment will be located within a self- contained,
weather resistant shelter. Each shelter is locked and electronically monitored at a central office, where
personnel are alerted to potential equipment malfunctions and breaches of security. Coaxial cables will
connect each antenna array to the equipment shelter. Coaxial cables will not be visibly seen and run
inside the tower structure.
The design of and the construction of the Proposed Facility does not create any substantial
adverse on public safety. The antennas of the Proposed Facility will not create any noise and the base
station equipment will not create any noise beyond that produced by a typical residential air
conditioning unit. The Proposed Facility will be designed to comply with all applicable structural
engineering requirements. The Proposed Facility will be unstaffed and, upon completion, will require
only infrequent maintenance visits (approximately one or two times a month) by a service technician.
Hence, the facility will not have any material impact on traffic or parking. Moreover, no material noise,
glare, smoke, debris, traffic flow or any other nuisance will be generated by the Proposed Facility.
C/O Wireless Facilities Inc (WFI) - Agent for US Cellular
2777 Finley Road, Suite #19, Downers Grove, IL 60515
Page 2 July 9, 2010
2
The Proposed Facility will be designed and constructed to meet applicable governmental and
industry safety standards. Specifically, U.S. Cellular will comply with FCC and FAA rules governing
construction requirements, technical standards, interference protection, power and height limitations,
and radio frequency standards.
The Proposed Facility is designed to fill in a coverage gap in U.S. Cellular’s network. Like
traditional cellular phone systems, PCS operates on a “grid” system, whereby overlapping “cells”
(geographic areas of coverage) mesh to form a wireless network. In order to provide PCS coverage
within the geographic confines of each cell, a wireless communication facility such as the Proposed
Facility must be situated approximately in the center of that cell. If the wireless communications facility
is located outside that limited “search area” or at the wrong height, then gaps in coverage (i.e., area s in
which wireless communications cannot be adequately received, sent or maintained) and impermissible
overlapping coverage (resulting in audio clutter and poor call quality) will likely remain in certain areas
of the cell.
Special Use Approval Standards
U.S. Cellular hereby incorporates by reference all of the facts and materials contained in this Petition
into each response set forth. Without limiting the generality or efficacy of the foregoing U.S. Cellular
hereby specifically states that it Petition for a Special Use Permit and Variation in a B-3 Service
Business District, which identifies telecommunication towers as special uses satisfies any and all
applicable criteria under Section 10-14-6F of the City of Yorkville’s Zoning Ordinance.
Tower Construction Requirements:
1. The establishment, maintenance or operation of the special use will not be unreasonably
detrimental to or endanger the public health, safety, morals, comfort or general welfare
The establishment, maintenance and operation of this wireless telecommunications facility will
not be detrimental to the health, safety or general welfare of the community. To the contrary,
wireless technology provide vital communication and will commonly be used by local residents
and emergency personnel for a wide variety of business, personal, emergency personnel and
other uses; thereby actively promoting the general public’s health, safety and welfare.
2. The special use will not be injurious to the use and enjoyment of other property in the
immediate vicinity for the purpose already permitted, nor substantially diminishes and
impairs property values within the neighborhood.
The establishment of the Proposed Facility will not be injurious to the District in which it will be
located. U.S. Cellular has been sensitive in selecting and designing this site so that it can
eliminate any adverse impact on surrounding property. The site will be appropriately screened
to the north, south east and west. In addition, the site will be screened by weatherized outdoor
equipment that emits no objectionable sound to adjacent properties.
In my opinion, based on review of proposed plans, inspection of site, as well as our experience
with this factor in other locations, that the proposed communications facility will not have any
negative impact on the use, enjoyment, or value of surrounding properties. Additionally, it is in
my opinion that no substantial or adverse effect upon the adjacent property, the character of
the area, or other matters affecting the public health, safety, and general welfare will occur.
Page 3 July 9, 2010
3
3. The establishment of the special use will not impede the normal and orderly development and
improvement of surrounding property for uses permitted in the district.
U.S. Cellular has been sensitive in selecting and designing this site so that it will not impede
the normal and orderly development and improvement of surrounding property for uses
permitted in the district. The Proposed Facility is in the B-3 Service Business District rather
than in any of the residential districts. Appropriately screened, weatherized outdoor equipment
that emits no objectionable sound will have no impact on adjacent properties.
4. Adequate utilities, access roads, drainage or other necessary facilities have been or are
being provided.
US Cellular has proposed an adequate access utility and easement routes along with
submitting a substantial erosion control plan at site.
5. Adequate measures have been or will be taken to provide ingress or egress so designed
as to minimize traffic congestion in the public streets.
There will me adequate measures taken to provide ingress and egress so that the
designed cell site will minimize traffic congestion in the public streets. The access drive
has been increased to 14’ as recommended by staff. The Proposed Facility will be
unstaffed and, upon completion, will require only infrequent maintenance visits
(approximately one or two times a month) by a service technician. Hence, the facility will
not have any material impact on traffic or parking.
6. The special use shall in all other respects conform to the applicable regulations of the district in
which it is located, except as such regulations may in each instance be modified by the city
council pursuant to the recommendations of the plan commission.
US Cellular will conform to all applicable regulations of the district in which are located, except
as such regulations may in each instance be modified by the City council pursuant to the
recommendations of the plan commission. U.S. Cellular is licensed and regulated by the
Federal Communications Commission (“FCC”), which imposes strict health, safety and
interference standards. As noted above, the Proposed Facility has been designed to comply
with all other applicable safety standards, and contains several features that affirmatively
prohibit intrusions and other public safety concerns.
The establishment of the Proposed Facility is necessary for the public convenience.
Those that live or plan to on living in this area need seamless and reliable cellular technology for their
personal lives, business endeavors and (most importantly) emergency communications. Without the
establishment of the Proposed Facility, surrounding areas will experience gaps in coverage, in which
wireless customers will be “blocked” and “dropped” at unacceptably high levels. In addition, the spirit of
the telecommunications ordinance established in City of Yorkville stresses the need to balance the
needs of the local government, the telecommunication provider and the consumer of their services.
This application meets such requirements and should be considered as harmonious to the general
purpose and intent of the ordinance.
As noted above, hundreds of thousands of “911” calls are placed on mobile phones each day.
This accounts for roughly half of all 911 calls. Cellular providers now offer “E-911” service, which is
particularly helpful in locating customers who are unable to articulate their location. In addition, many
Page 4 July 9, 2010
4
emergency calls are placed on means other 911. For example, Chicago area highway authorities
advise motorists to report road emergencies through *999, and many emergency calls are placed
directly to private parties, thereby bypassing the 911 and *999 networks. Accordingly, reliable wireless
coverage is an essential part of a community’s emergency communications infrastructure.
Additionally, the plan commission must consider the following factors in determining whether to issue a
special use permit above and beyond those factors referenced above (Section 10-15-5C):
1. Height of the proposed antenna, antenna structure or tower; 194’
2. Proximity of the antenna, antenna structure or tower to residential structures and
residential district boundaries; 1200 feet
3. Nature of uses on adjacent and nearby properties;
Zoning Land Use
North B-3 Service Business District (Cobblestone North) Agriculture/Undeveloped
East B-3 Service Business District (Cobblestone North) Agriculture/Undeveloped
South B-3 Service Business District (Cobblestone Commons) US Route 34 /Agriculture
West Unincorporated Kendall County/Plano, Illinois
Eldamain Road/
Fox Valley Family Center YMCA
(Plano, Illinois)
4. Surrounding topography; flat
5. Surrounding tree coverage and foliage; none (landscaping being proposed)
6. Design of the antenna, antenna structure or tower, with particular reference to
design characteristics that have the effect of reducing or eliminating visual
obtrusiveness; Please see site plan attached.
7. Proposed ingress and egress; and Please see site plan attached
8. Availability of suitable existing antennas, antenna structures, towers, alternative
power structures and other structures, or alternative technologies not requiring the
use of towers or structures as discussed elsewhere in this chapter. There are
currently no suitable existing antennas, antenna structures, towers, alternative
power structures and other structures, or alternative technologies in this area to
co-locate on.
In summary, as explained throughout this memorandum and supported by the attached
exhibits, the Proposed Facility is consistent with all standards and applicable rules enumerated
elsewhere in the Zoning Ordinance for the Special Use and Variation.
Given the tremendous time pressure under which U.S. Cellular is working, and consistent with
applicable law, we respectfully ask that this application be processed as expeditiously as possible.
Please note that U.S. Cellular expressly reserves all of its rights and claims, including, without limitation,
those available to it under the Zoning Ordinance or any other state, local or Federal law. Without
limiting the generality of the foregoing, no waiver or similar consequence should be inferred herefrom
and no filing of any application for any permit, license or approval or any other action heretofore or
Page 5 July 9, 2010
5
hereafter taken by or on behalf of U.S. Cellular shall be construed as a waiver or limitation of any right
or claim of U.S. Cellular.
U.S. Cellular looks forward to working with the City of Yorkville to bring the benefits of U.S.
Cellular's service to the City of Yorkville community. Wireless telephone service has already proven to
be of great value to the public and we believe that the City of Yorkville community will reap the benefits
of superior digital service and greater competition in the marketplace.
Sincerely,
Erick N. Jenkins
Site Acquisition Manager I
414-732-6606 (Mobile)
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WEST R.O.W. LINE
EX
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IMPORTANT NOTES:1. GC TO HIRE PUBLIC DIGGER & PRIVATE LOCATE SERVICE IN ORDER TO LOCATE AND PROTECT ANY AND ALL SURFACE UTILITIES. DO NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES.2.THESE PLANS MAY NOT CONTAIN OR REVEAL ALL SUBSURFACE UTILITIES; GC IS RESPONSIBLE OF LOCATING AND PROTECTING ALL UTILITIES DURING CONSTRUCTION 3. GC WILL NOT START CONSTRUCTION UNTIL AFTER THEY RECEIVE THE PRE CON PACKAGE AND HAVE A PRE CON WALK WITH THE PM.
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01-25-226-00601-25-226-005
01-24-400-008
01-24-400-010
01-24-400-009
01-24-400-024
02-30-116-001
02-30-117-012
02-30-100-015
02-30-101-001
02-30-117-010
02-30-117-011
02-19-300-006
02-30-101-002
02-30-117-009
02-19-300-009
02-19-300-013
02-30-117-020
02-30-117-034
02-30-117-030
02-30-117-028
02-30-117-040
02-30-117-043 02-30-117-04501-25-229-001 01-25-229-002 02-30-100-012
01-25-200-013
02-19-300-014
01-25-200-009
01-24-400-006
02-30-117-013
01-24-400-023
02-30-117-046
United City of Yorkville GISAerial Photography & Parcel Data provided by Kendall County GIS
Plano
Plano
Parcels within 500'
01-24-400-00601-24-400-00801-24-400-00901-24-400-01001-24-400-02401-25-200-00902-19-300-00902-19-300-01302-19-300-01402-30-100-015
US Cellular - PC2010-08& ZBA2010-02500 Foot Buffer
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34
47
47
71
71
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126
126
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Legend
US Cellular Site
500 Foot Buffer
US CellularLocation
US Cellular - PC2010-08& ZBA2010-02500 Foot Buffer Map
SHEET DESCRIPTION
SHEET INDEX
NO.
VICINITY MAP
PROFESSIONAL LICENSURE
I CERTIFY THAT THESE DRAWINGS WERE PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
CONTROL AND TO THE BEST OF MY KNOWLEDGE
AND BELIEF COMPLY WITH THE REQUIREMENTS OF
THE GOVERNING LOCAL BUILDING CODE.
LICENSED PROFESSIONAL - STATE OF ILLINOIS
EXPIRES: SIGNED:
PROJECT INFORMATION PROJECT CONTACTS & UTILS
T-1
TITLE SHEET
REGIONAL MAP
DRIVING DIRECTIONS
8831654
DRIVING DIRECTIONS FROM 1 PIERCE PLACE, ITASCA, IL 60143:
SITE ADDRESS:
APPLICANTS:
SITE NAME:
W 88°-29'-15.85" (NAD 83)LONGITUDE:
PIN:
COUNTY:
JURISDICTION:
SITE TYPE:RAWLAND
SITE GROUND
ELEVATION:
LATITUDE:N 41°-39'-48.05" (NAD 83)
636.07' (NAVD 88)PROP. OWNER
CONTACT:
UTILITIES & CONTACT INFO
TITLE SHEETT-1
SP-1SITE NOTES
SP-2GENERAL NOTES AND SPECIFICATIONS
SITE GROUNDING PLANEG-1
GROUNDING RISER DIAGRAMEG-2
FENCE DETAILS & NOTES
ANTENNA DETAILS
SITE ELEVATION (FACING SOUTH)
ENLARGED SITE PLAN
A-3
A-2
A-1
Site Number
Site Name
Site Address
NEW U.S. CELLULAR TELECOMMUNICATIONS EQUIPMENT
CABINETS INSIDE A NEW SHELTER AND
(6) NEW ANTENNAS WITH (12) NEW COAX CABLES
ON A NEW 190-FT HIGH GALVANIZED STEEL MONOPOLE
(ANTENNA CENTER LINE= 190'-0" AGL)
(TOP OF LIGHTNING ROD= 194'-0" AGL)
A
No.
02/10/10
Revision/Issue Date
ISSUED FOR:
KENDALL
GROUNDING DETAILSEG-3
ANTENNA SCHEDULE
A-4
U.S.Cellular
FAX: (630) 285-1580
OFFICE: (630) 773-1600
ONE PIERCE PLACE
ITASCA, ILLINOIS 60143
SUITE 1100
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
ENGINEERING
& SURVEYING
CONTACT:
U.S. CELLULAR
PROJECT MANAGER:
GM SADAT, PE
PHONE: (847) 312-0830
FAX: (847) 981-0803
VINH DIEP
PHONE: (630) 285-8583
TELEPHONE:
ELECTRICAL:
A-6
07-31-11
Initial
KF
OVERALL SITE PLAN A-0
SHELTER PLANA-5
ICE BRIDGE SECTION & DETAILS
A-7
U.S. CELLULAR APPROVALS
SITE ACQ.
FIELD OPS
RF
NET OPS
CONST.
LANDLORD
GROUNDING DETAILSEG-4
SITE
LOCATION
CODES:INTERNATIONAL BUILDING CODE 2006, INTERNATIONAL
RESIDENTIAL CODE 2006, INTERNATIONAL FIRE CODE 2006,
INTERNATIONAL MECHANICAL CODE 2006, INTERNATIONAL
FUEL GAS CODE 2006, INTERNATIONAL ENERGY
CONSERVATION CODE 2006, INTERNATIONAL PROPERTY
AND MAINTENANCE CODE 2006, NATIONAL ELECTRIC CODE
2008, THE ILLINOIS PLUMBING CODE 2004, THE ILLINOIS
ACCESSIBILITY CODE 1997
ELECTRICAL & TELCO SITE PLANE-1
1947 US HWY 34
YORKVILLE, IL 60560
MARK & LEANN SVITSKI
2808 ROCK CREEK ROAD
PLANO, IL 60545
02-19-300-009
1. Head northwest on Pierce Rd toward Park Blvd 0.3 mi
2. Turn left at Park Blvd 0.9 mi
3. Turn right at Thorndale Ave 0.6 mi
4. Merge onto I-290 E 1.4 mi
5. Slight Left at I-355 S 9.5 mi
6. Take the I-88/IL-56/Butterfield Rd exit toward Chicago/Aurora 1.0 mi
7. Continue toward I-88 W
8. Keep Right at the fork to continue toward I-88 W and merge onto I-88 W
9. Exit onto IL-56 W toward US-30/IL-47/Sugar Grove 4.2mi
10. Merge onto IL-47 S via the ramp to US-30 E/ Sugar Grove 7.1mi
11. Turn right at Cannonball Trail 1.4 mi
12. Turn right at State Route 34/US-34 W 1.5 mi
13. Turn right at Eldamain Rd Destination will be on the left 197 ft
Total Est. Time: 56 minutes Total Est. Distance: 47.0 miles
PLANO EAST
1947 US HWY 34
YORKVILLE, IL 60560
PLANO EAST
SITE
ACQUISITION:
ERICK N. JENKINS
PHONE: (847) 954-1402
LEASE EXHIBIT
S-1
LOCATION OF LEASE AREA & EASEMENT PLANLS-1
FLOOD PLAIN MAP, WETLAND MAP & AERIAL VIEWLS-2
DISTANCES TO PROPERTY LINESLS-3
EQUIPMENT SHELTER FOUNDATION & FLOOR PLAN
UTILITY DETAILSE-3
YORKVILLE
B 02/17/10KF90% REVIEW
GROUNDING DETAILSEG-5
UTILITY DETAILSE-2
GRADING PLANC-1
COMMONWEALTH EDISON
ACCT#03710-77057
THOMAS PERKINS
PHONE: 630-723-2127
CELL: 847-894-7968
THOMAS.PERKINS@COMED.COM
AT&T
ROBERT BUGIELSKI
PHONE:815-210-0329
RB5137@ATT.COM
C 03/31/10PS90% RE-ISSUE
D 04/02/10TPZONING SET
07-08-10
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
BOUNDARY INFO; EASEMENT PLAN & LEGAL DESCRIPTIONSLS-4
E 06/30/10KGCITY SUBMITTAL
C-2
C-3
LANDSCAPING PLAN L-1
KG
06-30-10E
PK
07-08-10F
EROSION CONTROL PLAN
EROSION CONTROL & CIVIL DETAILS
SHELTER DRAWINGS-LANDSCAPING
REVISION
F 07/08/10PKLANDSCAPING
REVISION
SITE NOTES
COAXIAL CABLE
CHAIN LINK FENCING
OVERHEAD ELECTRIC/TELEPHONE
CONDUCTORS
BELOW GRADE ELECTRICAL CONDUIT
BELOW GRADE TELEPHONE CONDUIT
GROUND CONDUCTOR
PROPERTY/LEASE LINE
GROUT OR PLASTER
WORK POINT
MATCH LINE
CENTERLINE
WOOD BLOCKING
WOOD CONT.
(E) MASONRY
X-X
X-X
X
X
X
1
T
DETAIL REFERENCE
ELEVATION REFERENCE
OE/OT
X
A
GRID REFERENCE
SET POINT
REVISION
FND. MONUMENT
SPOT ELEVATION
TELEPHONE BOX
LIGHT POLE
UE
UT
STEEL
E
GROUND BUS BAR
GROUND ACCESS WELL
ELECTRIC BOX
CAD WELD
MECHANICAL GRND. CONN.
GROUND ROD
EXISTING ANTENNA
NEW ANTENNA
CONCRETE
PLYWOOD
SAND
GRAVEL
EARTH
(E) BRICK
T.O.P.
U.N.O.
T.O.W.
T.O.S.
T.O.F.
T.O.A.
STRUC.
TEMP.
T.O.C.
REQ'D.
SPEC.
P.S.F.
REINF.
RAD.(R)
NO.(#)
N.T.S.
OPNG.
MECH.
LB.(#)
MDCMC
CLR.CLEAR PCS
F.G.FINISH GRADE
GROWTH (CABINET)
GLOBAL POSITIONING SYSTEM
GALVANIZE(D)
GROUND FAULT CIRCUIT INTERRUPTER
FOUNDATION
FINISH SURFACE
FACE OF CONCRETE
FACE OF STUD
FACE OF WALL
FACE OF MASONRY
FOOT(FEET)
GND.
HGR.
HT.
G.F.I.
GPS
GI.
HEIGHT
GROUND
HANGER
F.O.S.
FT.(')
FTG.
GA.
G.
F.O.W.
F.S.
FDN.
F.O.M.
F.O.C.
FLR.
FIN.
GAUGE
FOOTING
FLOOR
FINISH(ED)
WAP.
LC
LP
WT.
WCS
U.G.
V.I.F.
W
W/
U.L.
TYP.
FINISH FLOOR
FABRICATION(OR)
ELECTRICAL METALLIC TUBING
DEPARTMENT
ELECTRICAL
DRAWING(S)
CONSTRUCTION
CONTINUOUS
CONNECTION(OR)
EQ.
EXT.
FAB.
F.F.
EXIST.(E)
EXP.
ELEV.
EMT.
ENG.
ELEC.
EA.
EL.
EQUAL
EXPANSION
EXTERIOR
EXISTING
ENGINEER
EACH
ELEVATOR
ELEVATION
DWL.
DWG.
DIM.
DIAG.
DEPT.
DIA.
CONN.
CONST.
CONT.
DBL.
CONC.
COL.
DOWEL(S)
DIAMETER
DIMENSION
DIAGONAL
DOUBLE
CONCRETE
COLUMN
RGS.
THK.
STL.
STD.
S.S.
SQ.
SCH.
SHT.
SIM.
PWR.
REF.
QTY.
P.T.
P.S.I.
PRC
PLY.
BARE TINNED COPPER WIRE
BACK-UP CABINET
CANTILEVER(ED)
CAST IN PLACE
BOTTOM OF FOOTING
AMERICAN WIRE GAUGE
ABOVE FINISHED FLOOR
APPROXIMATE(LY)
ARCHITECT(URAL)
ABOVE FINISHED GRADE
AWG.
B.O.F.
CANT.
C.I.P.
CLG.
B/U
CAB.
BLKG.
BTCW.
BM.
BLDG.
BLK.
CEILING
CABINET
BLOCK
BEAM
BLOCKING
BUILDING
ARCH.
APPRX.
ANT.
ALUM.
A.F.G.
ALT.
ADD'L
A.F.F.
ABV.
ANTENNA
ALUMINUM
ALTERNATE
ADDITIONAL
ABOVE
O.C.
MTL.
(N)
MFR.
MISC.
MIN.
MAX.
MAS.
L.F.
L.
ICGB.
INT.
IN.(")
PERSONAL COMMUNICATION SERVICES
TOP OF CURB
WIRELESS COMMUNICATION SERVICE
WIRED ACCESSED POINT
CENTERLINE
PLATE
WEIGHT
.
UNLESS NOTED OTHERWISE
UNDERWRITERS LABORATORY
WIDE(WIDTH)
TOP OF PLATE (PARAPET)
VERIFY IN FIELD
TOP OF WALL
TOP OF STEEL
UNDER GROUND
TOP OF FOUNDATION
WITH
TYPICAL
RIGID GALVANIZED STEEL
TOP OF ANTENNA
THICK(NESS)
TEMPORARY
STRUCTURAL
STAINLESS STEEL
SPECIFICATION(S)
STANDARD
SCHEDULE
STEEL
SQUARE
SIMILAR
SHEET
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
REQUIRED
POWER (CABINET)
REINFORCEMENT(ING)
PRESSURE TREATED
REFERENCE
PRIMARY RADIO CABINET
QUANTITY
RADIUS
PLYWOOD
ISOLATED COPPER GROUND BUS
CONSTRUCTION MANAGEMENT
NOT TO SCALE
ON CENTER
& CONTRACTING
MISCELLANEOUS
MANUFACTURER
MECHANICAL
OPENING
NUMBER
METAL
NEW
MINIMUM
POUND(S)
METRICOM DESIGNATED
LONG(ITUDINAL)
LINEAR FEET (FOOT)
MASONRY
MAXIMUM
INCH(ES)
INTERIOR
PROCTOR DENSITY.
TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED
14. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL
EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH
13. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT
12. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED
ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT
BY A GEOTECHNICAL ENGINEER.
WITH THE EQUIPMENT AVAILABLE.
BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD
MAXIMUM STANDARD PROCTOR DRY DENSITY.
11. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 100% OF
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.
10. ALL EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES,
SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS.
9. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN
STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION.
AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK OR AS
8. THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED
FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS.
AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT.
BE ACCURATELY NOTED AND PLACED ON AS-CONSTRUCTED DRAWINGS
LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL
RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE,
4. ANY DRAIN AND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE
2. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,
1. REPRESENTATIVES OF THE OWNER MUST BE NOTIFIED AT LEAST TWO
UNLESS OTHERWISE NOTED.
REMOVING OR ADJUSTING EXISTING UTILITIES.
REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
6. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND
DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF
CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY
EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF
ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ENGINEER
ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR
AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR
5. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN
DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR
7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE
FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION.
AND EXPENSE. CONTRACTOR SHALL CALL OUPS AT (800) - 362-2764
INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK
CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH
WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND
THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER
AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO
VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS
TO FINAL INSPECTION OF WORK.
IMPROVEMENTS SHALL BE PROTECTED.
17. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE
MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF
PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL
16. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SO THAT NO
ACHIEVING FINISH GRADE BY ADDING 6" OF 3/4" CRUSHED STONE-NO FINES.
WITH 6 MIL. VISQUENE (1' OVERLAP AT SEAMS) FOR WEED SUPPRESSION, THEN
CLEAN FILL TO A DENSITY OF 90% OF STANDARD PROCTOR COVERING THE AREA
15. THE GRADES WITHIN THE FENCED-IN AREA ARE TO BE ACHIEVED BY COMPACTING
OFF-SITE.
SP-1GENERAL NOTES
SCALE: NTS2
PROJECT ABBREVIATIONS
SCALE: NTS3PROJECT SYMBOLS
SCALE: NTS1
18. GC TO HIRE PUBLIC JULIE & PRIVATE LOCATE SERVICE IN ORDER TO LOCATE AND PROTECT ANY
AND ALL SURFACE UTILITIES. DO NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES.
19. THESE PLANS MAY NOT CONTAIN OR REVEAL ALL SUBSURFACE UTILITIES; GC IS RESPONSIBLE OF
LOCATING AND PROTECTING ALL UTILITIES DURING CONSTRUCTION
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
SP-2
GENERAL NOTES
& SPECIFICATIONS
A.
C.
B.
A.
B.
A.
F.
G.
E.
D.
A.
B.
C.
FALL PROTECTION
CONFINED SPACE
ELECTRICAL SAFETY
TRENCHING AND EXCAVATION
SHELTER (GROUND BUILD/CO-LOCATE ONLY)
AC/TELCO INTERFACE BOX(PPC)
TOWERS, MONOPOLE
BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE
HANGERS
HOISTING GRIPS
BTS EQUIPMENT
GENERATORS & LIQUID PROPANE TANK
ANTENNA STANDARD BRACKETS, FRAMES, AND PIPES
FOR MOUNTING.
ANTENNAS (INSTALLED BY OTHERS)
TRANSMISSION LINE
TRANSMISSION LINE JUMPERS
TRANSMISSION LINE CONNECTORS WITH
WEATHERPROOFING KITS
TRANSMISSION LINE GROUND KITS
TOWER LIGHTING
ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE
ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
6.
CONTRACTOR SHALL ESTABLISH GRADE AND LINE STAKES PRIOR TO CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING.
6.PROTECTION
2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT
RUNS OF COAXIAL CABLE (NOT WITHIN BENDS).
ANTENNA AND COAXIAL CABLE GROUNDING:
1. ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS
ARE TO BE WEATHER SEALED WITH RFS CONNECTOR/SPLICE
WEATHERPROOFING KIT #221213 OR EQUAL.
LOCATION UNLESS OTHERWISE STATED.
TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT
INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT
PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS
BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.
AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION.
SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND
FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING
CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU-
PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN
REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS
SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED
PROVIDE PRINTOUT OF THAT TEST.
INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND
INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND U.S. CELLULAR SPECIFICATIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL AND
PROPERTY.
CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB-
ANTENNA INSTALLATION
1.
DIVISION 13 - SPECIAL CONSTRUCTION
ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY U.S. CELLULAR UNDER A
SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION
WORK INCLUDED:
ZINC BASED PAINT. COLOR TO MATCH THE GALVANIZING PROCESS.
UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL
AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH
FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS VISUAL
INSPECTION IS ACCEPTABLE.
USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS.
WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL
CONFORM TO ASTM A-233, E70 SERIES. BARE ELECTRODES AND GRANULAR FLUX
REQUESTED.
5.
ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS
WELDING
SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF
SPRAYING DEVICES.
SUCCESSFUL CURING SHALL BE OBTAINED BY USE OF AN AMPLE WATER SUPPLY
UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF SPRINKLERS, AND
AND FREE FROM ACID, ALKALI, SALTS, OIL SEDIMENT, AND ORGANIC MATTER.
C. ALL CONCRETE SHALL BE WATER CURED BY CONTINOUS (NOT PERIODIC) FINE
MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN
B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY
CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND
HARDENING OF CONCRETE.
10.PROTECTION
MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED.
FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND
A. IMMEDIATELY AFTER PLACEMENT, THE CONTRACTOR SHALL PROTECT THE CONCRETE
B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301.
AND GIVEN APPROVAL TO START PLACEMENT IN WRITING.
THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL
ITEMS HAVE BEEN APPROVED AND U.S. CELLULAR HAS PERFORMED A FINAL INSPECTION
BEEN APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE U.S. CELLULAR
REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF
A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAT 24 HOURS IN ADVANCE OF
CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER.
CONCRETE PLACEMENT, UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF
CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL
REINFORCEMENT, FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PLACING HAVE
9.PLACING CONCRETE
C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN.
B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND
CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS.
A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION.
TWO SHALL BE TESTED @ THREE DAYS, TWO @ TWENTY-EIGHT DAYS. THE FIFTH
CYLINDER SHALL BE KEPT SEPARATELY, IF REQUIRED TO BE USED IN THE FUTURE.
IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE.
8.TESTS
CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE
ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK
OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT
15.CONTRACTOR SHALL SUBMIT AT THE END OF THE PROJECT A COMPLETE SET OF
AS BUILT DRAWINGS TO U.S. CELLULAR'S ' PROJECT ENGINEER.
GENERAL NOTES (CONT'D):
1.
2.
3.
4.
5.
6.
7.
4.
3.
2.
1.
5.
4.
3.
2.
9.
8.
7.
6.
5.
4.
3.
1.
14.
13.
12.
11.
10.
2.
1.DIVISION 5 - STRUCTURAL STEEL:
DIVISION 2 - SITE WORK:
A. ASTM A36, GRADE 36; ROLLED STEEL, RODS, PLATES,
B. ASTM A325 BOLTS, BEARING TYPE
C. ALL STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123.
U-BOLTS AND ANCHOR BOLTS.
LATEST AISC MANUAL OF STEEL CONSTRUCTION (ASD), AWS D1.1, AND THE
DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE
BASIC BUILDING CODE. STRUCTURAL STEEL SHALL BE AS FOLLOWS:
THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE
REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE.
A FEW IMPACTS OF A IMPACT WRENCH
THE FULL EFFORT OF A PERSON USING A SPUD WRENCH.
ENGINEER, AND T- MOBILE PROJECT MANAGER IN WRITING
TIGHTEN HIGH STRENGTH BOLTS TO A SNUG TIGHT CONDITION WHERE ALL PLIES
IN A JOINT ARE IN FIRM CONTACT BY EITHER
ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE
OF ENGINEERING.
NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL
AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL
WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED
ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,
SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH
COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM
THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT
CONSTRUCTION.
CONSTRUCTION. EROSION CONTROL MEASURES, AS REQUIRED DURING
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
DIVISION 3 - CONCRETE:
C172, ASTM C31 AND ASTM C39 UNLESS OTHERWISE NOTED.
AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM
4000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH THE
MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4".UNLESS OTHERWISE NOTED.
DETAILING REINFORCED CONCRETE STRUCTURES (ACI STD-315 LATEST EDITION).
DETAILING SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF
OF 60,000 PSI (40,000 PSI GRADE MAY BE USED FOR TIES & STIRRUPS).
REBARS SHALL BE ASTM A-615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH
SPECIFICATION FOR STRUCTURAL CONCRETE.
REQUIREMENTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARD
EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI 318) BUILDING CODE
ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST
OBTAIN SLUMP OVER 3-INCHES.
CONTROL TOTAL AIR CONTENT, WATER REDUCING ADMIXTURE PERMITTED TO
PERCENT TO 7 PERCENT BY VOLUME. AIR ENTRAINING ADMIXTURE REQUIRED TO
AGGREGATE, SLUMP RANGE 3 INCHES TO 5 INCHES, TOTAL AIR CONTENT 4
CONCRETE MINIMUM CEMENT CONTENT FOR 1-INCH MAXIMUM SIZE
CONCRETE FOR ALL FOUNDATIONS: 540 LBS PER CUBIC YARD OF
#5 BAR AND SMALLER ... 1-1/2"
#6 THROUGH #18 ... 2"
EXPOSED TO EARTH OR WEATHER:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ... 3"
MINIMUM COVER (INCHES)
D.
C.
B.
A.
WORKING CREW. THIS WILL INCLUDE BUT NOT LIMITED TO:
NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE
BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR
RELOCATED AS DIRECTED BY THE PROJECT MANAGER. EXTREME CAUTION SHOULD
WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, AND
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
LEGAL MANNER.
CONTAMINATED OR DANGEROUS TRASH AND DEBRIS, AND DISPOSE OF IN A
EXCAVATED MATERIAL INCLUDING MATERIAL CLASSIFIED UNSATISFACTORY,
REMOVE FROM SITE/OWNER'S PROPERTY ALL WASTE MATERIALS, UNUSED
THE CONTRACTOR SHALL CALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
SHALL BE PROVIDED, EXCEPT AS NOTED ON DRAWINGS.
DRAWINGS. THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT
IN POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE
REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED
AFFECTED UTILITIES.
RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING
SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION
SAID UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL
ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.
WHATEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN
ARCHITECT/ENGINEER AND OWNER (U.S. CELLULAR) ASSUME NO RESPONSIBILITY
ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE
ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN
EXPENSE.
INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND
CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH
NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND
REPORTED TO THE PROJECT MANAGER FOR RESOLUTION AND INSTRUCTION, AND
DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY
AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY
JURISDICTION OVER THIS LOCATION.
LOCAL GAS, ELECTRIC, TELEPHONE, AND ANY OTHER UTILITY COMPANIES HAVING
ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH
COORDINATED WITH THE BUILDING/PROPERTY OWNER.
BUILDING/PROPERTY OWNER AND ANY SUCH SHUTDOWN TIME SHALL BE
SHALL BE MADE WITH A MINIMUM AMOUNT OF INCONVENIENCE TO THE
SUCH INTERRUPTION, AT LEAST 72 HOURS IN ADVANCE. ANY INTERRUPTION
SECURE PERMISSION IN WRITING FROM THE BUILDING/PROPERTY OWNER FOR
NECESSARY TO INTERRUPT ANY SERVICE OR UTILITY, THE CONTRACTOR SHALL
UTILITIES OF THE BUILDING/SITE WITHOUT INTERRUPTION. SHOULD IT BE
DURING CONSTRUCTION, THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE
DISPOSED OF OFF-SITE BY THE CONTRACTOR.
MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE PROPERLY
PAPERS, TRASH, DEBRIS, WEEDS, BRUSH, OR ANY OTHER DEPOSITS REMAIN. ALL
CONTRACTORS SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO
CONSTRUCTION.
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
LABEL.
REQUIREMENTS OF THE UNDERWRITERS' LABORATORIES (U.L.) AND BEAR THE U.L.
(EXCEPT WHERE OTHERWISE NOTED) AND SHALL COMPLY WITH THE
ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE NEW
APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES. ALL
ELECTRICAL CODE (NEC). NATIONAL ELECTRICAL SAFETY CODE, OSHA, AND ALL
OF THE LATEST EDITIONS AND INTERIM AMENDMENTS OF THE NATIONAL
ALL WORK, MATERIAL, AND EQUIPMENT SHALL COMPLY WITH ALL REQUIREMENTS
CONTRACTOR AT NO COST TO THE OWNER.
DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THE
ACCEPTANCE, UNLESS NOTED OTHERWISE. ANY FAILURE OF EQUIPMENT OR WORK
WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL
DOCUMENTS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS OR
ALL EQUIPMENT FURNISHED AND WORK PERFORMED UNDER THE CONTRACT
COST TO THE OWNER OR HIS ARCHITECT/ENGINEER.
REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE
EQUIPMENT OR MATERIALS WHICH, IN HIS OPINION ARE NOT IN COMPLIANCE WITH
U.S. CELLULAR OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY
ITS ORIGINAL CONDITION AT HIS OWN EXPENSE.
AFTER IT HAS BEEN INSPECTED, THE CONTRACTOR SHALL RESTORE THE WORK TO
INSPECTION AND TEST SHALL BE UNCOVERED AT THE CONTRACTOR'S EXPENSE;
AUTHORITIES. ANY WORK THAT IS ENCLOSED OR COVERED UP BEFORE SUCH
COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED BY THE GOVERNING
THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK TO BE
DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTION.
EXISTING STRUCTURES DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING
REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF ANY
THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS
CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING:
RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS.
IT IS THE POSITION OF U.S. CELLULAR TO APPLY FOR PERMITTING AND CONTRACTOR
SPECIFICATIONS.
REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND
NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR
AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS,
DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS
ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE
TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY
WIRES, COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS,
PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE
CONTRACTOR WILL INSTALL:
OWNER FURNISHED MATERIALS, U.S. CELLULAR "THE COMPANY" WILL PROVIDE AND THE
M.
L.
K.
J.
I.
H.
G.
F.
E.
D.
C.
B.
A.
O.
N.
GENERAL NOTES:
THE EQUIPMENT AFTER PICKING UP.
OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTRACTOR WITH ALL APPURTENCES REQUIRED TO PLACE THE EQUIPMENT IN
WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED,
U.S. CELLULAR FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE U.S. CELLULAR
CONTRACTOR SHALL FIELD LOCATE ALL
BELOW GRADE GROUND LINES AND UTILITY
LINES PRIOR TO CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR
RELOCATION OF ALL UTILTITIES AND GROUND
LINES THAT MAY BECOME DISTRUBED OR
CONFLICTING IN THE COURSE OF
CONTSTRUCTION.
UNCRATED, PROTECTED AND INSTALLED BY THE
16.GC WILL NOT START THE CONSTRUCTION UNTIL AFTER THEY RECEIVE THE PRE CON
PACKAGE AND HAVE A PRE CON WALK WITH THE PROJECT MANAGER.
CONCORDIA DOES NOT GUARANTEE OR WARRANT THAT THE AFOREMENTIONED7.
EASEMENTS ARE SUFFICIENT FOR CONSTRUCTION TRAFFIC. GC SHALL CONSULT WITH A
U.S. CELLULAR REPRESENTATIVE AND LANDLORD WITH EXACT LOGISTICS TO FACILITATE
CONSTRUCTABILITY OF THE SITE AND DELIVERY OF CRITICAL MATERIALS SUCH AS THE TOWER,
STEEL, CONCRETE AND CRANES TO THE PROPOSED LEASE AREA. GC SHALL RESTORE SITE TO
ORIGINAL CONDITIONS AND REPLACE ANY AND ALL DISTURBED TREES OR LANDSCAPING.
8.CONCORDIA IS NOT RESPONSIBLE FOR THE MAINTENANCE AND/OR OPERATIONAL FEASIBILITY.
MAINTAINABILITY OPERATIONS OF THE SITE, ACCESS OR UTILITIES.
SCOPE OF WORK FOR THESE PLANS DOES NOT INVOLVE VALUE ENGINEERING AS WELL AS 9.
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
THE WORK SHALL COMPLY WITH
THE UNITED CITY OF YORKVILLE'S
STANDARD SPECIFICATIONS FOR
IMPROVEMENTS.KG
06-30-10E
KG
06-30-10E
6.7%
6 3 5
636
1
.
8
%
2
.
4
%
3.3%
HVAC
HVAC
W
N W
S
W
S
E
N
E
N
SE
C-1
GRADING PLAN
1 ENLARGED SITE PLAN
SCALE: 1" = 10'-0" (1" = 20'-0" IF 11 X 17 SHEET SIZE)
PROPERTY
LINE
PROPERTY
LINE
ELDAMAIN
RD
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
(CONCRETE)
NOTES
1. HORIZONTAL SAWCUTTING OF THE BACK OF CURB TO CREATE DEPRESSED CURB IS PERMITTED.
2. INSTALL 3/4" FIBER EXPANSION BOARD AND TWO-(2) 1 1/4" x 18" COATED OR CAPPED SMOOTH
DOWEL BARS INTO BASE OF EXISTING CURB AT CONNECTIONS.
LEGEND & SYMBOLS
EROSION CONTROL BLANKET
RESTORE & SEED WITH
EXISTING GRASS
PROPOSED ASPHALT PAVEMENT
EXISTING FIELD
EXISTING CONCRETE PAVEMENT
DH
06-30-10E
6 3 5
636
HVAC
HVAC
W
N W
S
W
S
E
N
E
N
SE
C-2
EROSION CONTROL
PLAN
1 EROSION CONTROL PLAN
SCALE: 1" = 10'-0" (1" = 20'-0" IF 11 X 17 SHEET SIZE)
PROPERTY
LINE
PROPERTY
LINE
ELDAMAIN
RD
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
(CONCRETE)
CONSTRUCTION & EROSION CONTROL NOTES
1. CLEAR AND GRUB SITE ACCORDING TO PLANS. LEGALLY DISPOSE OF ANY DEBRIS
PRODUCED DURING THE CLEARING AND GRUBBING ACTIVITY.
2. FURNISH AND INSTALL EROSION CONTROL SILT FENCE 5.0 FT OUTSIDE OF WORK
AREA.
3. CONSTRUCT EROSION CONTROL BARRIER AROUND EXISTING STORM AND SANITARY
STRUCTURES AS REQUIRED.
4. STRIP AND REMOVE ALL TOPSOIL FROM PROJECT AREA. COMPACT SUBGRADE TO
95% STANDARD PROCTOR DENSITY.
5. INSTALL ALL SITE IMPROVEMENTS AS SHOWN ON PLANS.
6. BACKFILL PROJECT AREA WITH CA-6 COARSE AGGREGATE. GRADE SITE AS SHOWN
ON PLANS. ACCESS DRIVE SHALL BE GRADED AS REQUIRED TO MATCH EXISTING
TERRAIN. COMPACT CA-6 AGGREGATE TO 95% STANDARD PROCTOR DENSITY.
7. AS THE SITE IMPROVEMENTS ARE BEING COMPLETED, ALL DISTURBED AREAS SHALL
BE PERMANENTLY STABILIZED WITH 4" TOPSOIL, SEEDED WITH CLASS 2 SEEDING AT
THE SUPPLIERS RECOMMENDED RATE.
8. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES WEEKLY AND AFTER
RAINFALL OF 0.5" OR MORE.
9. REMOVE ANY TEMPORARY CONTROL MEASURES NOT NEEDED.
10. CONTROL DUST DURING CONSTRUCTION BY ADEQUATE USE OF WATER.
11. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED AND
REPAIRED AS NEEDED TO ENSURE EFFECTIVE PERFORMANCE OF THE REQUIRED
MEASURES.
LEGEND & SYMBOLS
EROSION CONTROL BLANKET
STABILIZED CONSTRUCTION
RESTORE & SEED WITH
ENTRANCE
EXISTING GRASS
PROPOSED ASPHALT PAVEMENT
12. ALL EROSION CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS OF
FINAL STABILIZATION OF THE SITE.
13. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE LOCAL
STANDARDS AND PROCEDURES FOR EROSION CONTROL.
14. ALL ACCESS TO AND FROM THE CONSTRUCTION SITE IS TO BE RESTRICTED TO THE
CONSTRUCTION ENTRANCE.
15. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES
MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE EFFECTIVE
PERFORMANCE OF THEIR INTENDED FUNCTION.
16. MAJOR AMENDMENTS OF THE SITE DEVELOPMENT OR EROSION AN SEDIMENTATION
CONTROL PLANS SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY
SERVICES & DEVELOPMENT TO BE APPROVED IN THE SAME MANNER AS THE
ORIGINAL PLANS.
17. ANY SEDIMENT REACHING A PUBLIC OR PRIVATE ROAD SHALL BE REMOVED BY
SHOVELING OR STREET CLEANING (NOT FLUSHING) BEFORE THE END OF EACH
WORKDAY AND TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL.
18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED
OF WITHIN 30 DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED WITH
PERMANENT SOIL STABILIZATION MEASURES.
19. DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT
MEASURES WITHIN 7 CALENDAR DAYS FOLLOWING THE END OF ACTIVE
DISTURBANCE OR REDISTURBANCE.
20. IF DEWATERING DEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED
FROM EROSION. ALL PUMPED DISCHARGES SHALL BE ROUTED THROUGH
APPROPRIATELY DESIGNED SEDIMENT TRAPS OR BASINS.
EXISTING FIELD
EXISTING CONCRETE PAVEMENT
DH
06-30-10E
5
0
'
1 6 '
M I N I M U M
C-3
EROSION CONTROL &
CIVIL DETAILS
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
4 STABILIZED CONSTRUCTION ENTRANCE DETAIL
NTS
1'
-
6
"
M
I
N
.
2'
-
0
"
M
I
N
.
6"
6'-0"MAX.
LIN
E
FLO
W
WELDED WIRE OR
CHICKEN WIRE
FENCING
SEDIMENT CONTROL FABRIC ATTACHED
USING "HOG RINGS" OR PLASTIC TIES
COMPACTED SOIL
BACKFILL
KEY 8"- 12" OF FABRIC INTO TRENCH
"LUGGED-U" OR "T" STEEL
FENCE POST (TYP.)GENERAL CONTRACTOR SHALL PROVIDE AT
HIS/HER OWN EXPENSE ANY AND ALL SOIL
EROSION CONTROL MEASURES/FENCING
AROUND ALL AREAS THAT HAVE A GRADE IN
EXCESS OF 5% OR WHERE THERE IS
POTENTIAL FOR SOIL EROSION AND SOIL
RUN-OFF DURING THE CONSTRUCTION PHASE
OF THE PROJECT
3 ACCESS ROAD CROSS SECTION
NTS
NEW 6 MIL MIRIFI WEED CONTROL
FABRIC OR APPROVED EQUAL
SUITABLE UNDISTURBED SUBGRADE, REMOVE
ALL ORGANIC MATERIAL OR UNSUITABLE
MATERIAL, COMPACT TO 90% (MIN.)
NEW 4" (MIN.) THICK (CA-6, GRADE 9) STONE
SLOPE TO MAINTAIN POSITIVE DRAINAGE
COMPACT TO 95%.
NEW 2" MIN. SPREAD OF NEW 3/4" WASHED STONE
1"
M
I
N
.
5 GRAVEL COMPOUND DETAIL
NTS
1 SOIL EROSION CONTROL
NTS
METAL OR WOOD
POST OR STAKE
FABRIC ANCHORAGE
TRENCH, BACK FILL W/
TAMPED NATURAL BOIL
6'
'
6"
MIN
FLOW
GEOTEXTILE
FABRIC
2 SILT FENCING DETAIL
NTS
2" ANGULAR CRUSHED AGGREGATE
COMPACTED IN PLACE
6" MINIMUM DEPTH
DH
06-30-10E
OHW
OHW
OHW
OHW
OHW
OHW
6'-0"
(TYP.)
HVAC
HVAC
PLACE TOP OF BAL
SAUCER AROUND TRUNK
BASE TO DIRECT WATER
TO TREE BALL
RUBBER HOSE GUY
WIRE
TYP. AMERICAN
ARBORVITAE 6'-0" HT=
TIME OF PLANTING
WRAP TREE STARTING @
THE BOTTOM WORKING UP
MUST BE TAPED IN @
LEAST (3) PLACES.
12"BACK FILL W/ SAME
EXCAVATED SOIL IF SOIL IS
CONSIDERED UNSUITABLE DUE
TO HARD CLAY OR HIGH ROCK
CONTENT, BACK FILL SHALL
CONSIST OF 1/3 TOP SOIL, 1/3
COMPOST & 1/3 SAND.
2" x 2" WOODEN
STARE
2" TO 3" MULCH
2"
DE
P
T
H
O
F
BA
L
L
6"
L-1
LANDSCAPING PLAN
LANDSCAPING PLAN
SCALE:1/8"=1' ( 1/8"=2' IF 11X17 SHEET SIZE)1 W
N W
S
W
S
E
N
E
N
SE
PLANT DETAIL
SCALE: NTS2
TEGANY ARBORVITAE
BOTANICAL NAME /SCIENTIFIC NAME
Pyramidalis Arborvitae
TAG
1
SIZE
15' TEGANY ARBORVITAE
COMMON NAME
CONT.
ROOT TOTAL
20
NOTES
1.PRIOR TO DEMOLITION, INSPECT TREE PROTECTION MEASURES.
2.ALL UTLILITIES SHALL BE FIELD LOCATED A MINIMUM OF 2 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES WITH THIS
DRAWING SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. CALL JULIE @ 1-800-892-0123.
3.PLACE TREE PROTECTION FENCING AT THE DRIP LINE OF TREES. TREE PROTECTION FENCING SHOWN ON PLANS FOR REFERENCE ONLY.
4.PROTECT ALL EXISTING UTILITY STRUCTURES UNLESS SHOWN TO BE ABANDONED OR REMOVED.
5.DEMOLISH AND REMOVE ALL EXISTING MATERIALS AS REQUIRED TO INSTALL AND OPERATE ALL PROPOSED WORK.
6.ALL STRUCTURES, UTILITIES, PAVEMENT AND TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE CAUSED BY THE CONTRACTOR TO ITEMS AND STRUCTURES TO
REMAIN SHALL BE REPAIRED TO ORIGINAL CONDITIONS AT NO COST TO THE OWNER.
7.ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. DISPOSE IN ACCORDANCE WITH ALL STATE, LOCAL AND FEDERAL GUIDELINES, UNLESS OTHERWISE NOTED.
8.NOTIFY THE APPROPRIATE YORKVILLE AGENCIES AT LEAST 2 BUSINESS DAYS PRIOR TO THE STARTOF ANY WORK AFFECTING CITY PROPERTY.
9.COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH THE APPROPRIATE CITY AGENCIES OR PRIVATE UTILITY. NO WORK TO PUBLIC OR PRIVATE UTILITIES SHALL BE DONE WITHOUT WRITTEN CONSENT BY
UTILITY OWNER. ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED TO FINISH GRADE UNLESS OTHERWISE NOTED.
10.REPAIR ALL DAMAGED TURF WITH NEW SOD.
11.ALL EXISTING AT GRADE ELEVATIONS OF UTILITY EQUIPMENT INCLUDING; BUT NOT LIMITED TO: CLEAN-OUT, MANHOLE, CATCH BASINS, STRUCTURES, VALVES, VAULT COVERS, ELECTRICAL VAULT COVERS, ELECTRICAL
PULL BOXES, ETC. MUST BE ADJUSTED TO MEET NEW FINISH GRADES, UNLESS IDENTIFIED TO BE VACATED OR REMOVED.
12.INSTALL MIN. 8" HEIGHT CONSTRUCTION FENCING AROUND LIMITS OF CONSTRUCTION. MODIFY PLACEMENT OF FENCE TO ACCOMMODATE PHASING OF CONSTRUCTION, EMERGENCY ACCESS AND PEDESTRIAN
INGRESS/EGRESS AS NESESSARY. COORDINATE FINAL LOCATION OF FENCE WITH OWNER'S REPRESENTATIVE TO PROVIDE SAFETY AND ACCESS AS REQUIRED DURING CONSTRUCTION. ALL CONSTRUCTION FENCING
SHALL HAVE WINDSCREEN.
13.SAWCUT TO REMOVE PAVEMENT TO NEAREST JOINT, IF APPLICABLE
14.REVIEW CONSTRUCTION STAGING AND ENTRANCE WITH PROJECT MANAGER PRIOR TO THE START OF CONSTRUCTION.
15.PATCH, PAINT AND REPAIR FENCE PER SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL FENCE WITHIN SITE.
NEW LANDSCAPING
(ARBORVITAE TREES) TO BE
FURNISHED & PLANTED BY GC
SEE THIS SHEET FOR
PLANTING DETAILS
EXISTING
GRASS AREA
GC TO PROTECT
ALL UNDERGROUND
UTILITIES
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
NEW 6-FT HIGH OPAQUE
WOOD FENCE , FURNISHED &
INSTALLED BY GC.
NEW 60'x60' (3600 SQ.
FT.) U.S. CELLULAR
LEASE AREA
NEW 10-FT HIGH U.S.
CELLULAR ICE
BRIDGE, FURNISHED
& INSTALLED BY GC.
NEW 190-FT HIGH U.S.CELLULAR
MONOPOLE TO BE FURNISHED BY
U.S. CELLULAR & INSTALLED BY GC.
FUTURE CARRIER'S
10' x 20' SHELTER WITHIN
FUTURE 10' x 20'
LEASE AREA
FUTURE
CARRIER
11.5'x24'
SHELTER
WITHIN
FUTURE 15'x30'
LEASE AREA
NEW 14-FT WIDE
U.S. CELLULAR ACCESS
EASEMENT w/ NEW
12-FT WIDE ASPHALT
DRIVEWAY
NEW 8-FT WIDE
U.S. CELLULAR
UTILITY
EASEMENT
PROPERTY
LINE
PROPERTY
LINE
EXISTING
TREE TO BE
PROTECTED
DURING
CONSTRUCTION
NEW U.S. CELLULAR
TURN AROUND
ELDAMAIN
RD
(CONCRETE)
PK
07-08-10F
KG
06-30-10E
KG
06-30-10 E NEW U.S. CELLULAR
TEMPORARY
CONSTRUCTION
EASEMENT
KG
06-30-10E
NEW UTILITY POLE
FURNISHED &
INSTALLED BY
COMED; FINAL
LOCATION TO BE
DETERMINED BY
COMED
FUTURE CARRIER'S
10' x 20' SHELTER WITHIN
FUTURE 10' x 20'
LEASE AREA
NEW 12" DEEP & WIDE
GRAVEL SHOULDER
NEW 11.25'x24.0'
U.S. CELLULAR
SHELTER,
FURNISHED BY
U.S. CELLULAR
& INSTALLED
BY GC.
BLUE POINT JUNIPER TREE FAT ALBERT COLORADO BLUE SPRUCE
NEW LANDSCAPING (FAT
ALBERT COLORADO BLUE
SPRUCE TREE - TYP. OF 9) TO
BE FURNISHED & PLANTED BY
GC SEE THIS SHEET FOR
PLANTING DETAILS
PK
07-08-10F
NEW LANDSCAPING ( BLUE POINT
JUNIPER TREE - TYP. OF 10) TO BE
FURNISHED & PLANTED BY GC
SEE THIS SHEET FOR PLANTING
DETAILS
PK
07-08-10 F
PK
07-08-10F
2
3
12' BLUE POINT JUNIPER TREE CONT.10
15' FAT ALBERT COLORADO BLUE SPRUCE CONT.9
Juniperus chinensis 'Blue Point'
Picea pungens
OHW OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW OHW
E
E
HVAC
HVAC
A-0
OVERALL SITE PLAN
OVERALL SITE PLAN
SCALE: 1" = 35'-0" (1" = 70'-0" IF 11 X 17 SHEET SIZE)1 W
N W
S
W
S
E
N
E
N
SE
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
US HWY 34
(CONCRETE)
EXISTING
GRASS AREA
EXISTING
PARKING
AREA
NEW 14-FT WIDE
U.S. CELLULAR ACCESS
EASEMENT w/ NEW 12-FT WIDE
ASPHALT DRIVEWAY
EXISTING
FIELD AREA
ELDAMAIN
RD
(CONCRETE)
NEW 11.25'x24.0' U.S. CELLULAR
SHELTER, FURNISHED BY U.S. CELLULAR
& INSTALLED BY GC.
NEW 60'x60'
U.S. CELLULAR LEASE AREA
(3,600 SQ. FT.)
NEW 190-FT HIGH U.S.CELLULAR MONOPOLE
TO BE FURNISHED BY U.S. CELLULAR
& INSTALLED BY GC.
EXISTING
COMMERCIAL
BUILDING
EXISTING UTILITY POLE
W/ TELCO SPLICE
EXISTING
DRIVEWAY
EXISTING
UTILITY POLE
(TYP.)
EXISTING
UTILITY POLE
(TYP.)
NEW 8-FT WIDE U.S.
CELLULAR
UTILITY EASEMENT
R.O.W.LINE
PROPERTY
LINE
P
R
O
P
E
R
T
Y
LI
N
E
PROPERTY
LINE
WEST
R.O.W.
LINE
EXISTING
ASPHALT
PARKING
EXISTING
ASPHALT
DRIVEWAY
EXISTING
ROCKS W/
CULVERTEXISTING
MANHOLE
EXISTING
INLET (TYP.)
EXISTING
DETENTION
POND
R.O.W.LINE
EXISTING
GRAVEL
AREA
EXISTING
BUILDING
PROPERTY LINE
EXISTING
GRASS AREA
EXISTING
OVERHEAD
WIRES
IMPORTANT NOTES:
1. GC TO HIRE PUBLIC DIGGER & PRIVATE LOCATE SERVICE IN
ORDER TO LOCATE AND PROTECT ANY AND ALL SURFACE
UTILITIES. DO NOT SCALE OFF THESE PLANS FOR ANY BELOW
GRADE UTILITIES.
2.THESE PLANS MAY NOT CONTAIN OR REVEAL ALL
SUBSURFACE UTILITIES; GC IS RESPONSIBLE OF LOCATING AND
PROTECTING ALL UTILITIES DURING CONSTRUCTION
3. GC WILL NOT START CONSTRUCTION UNTIL AFTER THEY
RECEIVE THE PRE CON PACKAGE AND HAVE A PRE CON WALK
WITH THE PM.
NEW
UTILITY POLE
FURNISHED &
INSTALLED BY
COMED; FINAL
LOCATION TO
BE
DETERMINED
BY COMED
EXISTING
TREE TO BE
PROTECTED
DURING
CONSTRUCTION
NEW LANDSCAPING TO BE
FURNISHED & PLANTED BY GC ) SEE
L-1 SHEET FOR DETAILS
PK
07-08-10F
PK
07-08-10F
KG
06-30-10E
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
NEW 95'-3"U.S.CELLULAR ASPHALT DRIVEWAY
5'-0"
20'-0"
30'-0"
20'-0"
30'-0"
R
10'-0"
R 1 0'-0 "
HVAC
HVAC
16'-2"
1 6 '-2 "
12
'
-
0
"
53'-9"
W
N W
S
W
S
E
N
E
N
SE
NEW GRAVEL AREA INSIDE
U.S. CELLULAR COMPOUND TO BE
FURNISHED & INSTALLED BY GC.
GEOTEXTILE FABRIC WEED
BARRIER TO BE PLACED UNDER
GRAVEL. MIRAFI 500X OR
APPROVED EQUAL.
NEW 11.25'x24.0' (270 SQ. FT.) U.S.
CELLULAR SHELTER, FURNISHED
BY U.S. CELLULAR & INSTALLED
BY GC.
NEW 6-FT HIGH OPAQUE
WOOD FENCE , FURNISHED
& INSTALLED BY GC.
NEW 60'x60'
U.S. CELLULAR LEASE
AREA (3,600 SQ. FT.)
NEW 8-FT WIDE
U.S. CELLULAR
UTILITY EASEMENT
NEW 10-FT HIGH U.S.
CELLULAR ICE
BRIDGE, FURNISHED
& INSTALLED BY GC.
A-1
ENLARGED SITE PLAN
1 ENLARGED SITE PLAN
SCALE: 3/16" = 1'-0" (3/16" = 2'-0" IF 11 X 17 SHEET SIZE)
SECTOR A
AZIMUTH:0°
NEW U.S.CELLULAR ANTENNA MOUNT W/ (6) NEW
PANEL ANTENNAS TO BE LOCATED AT 190'-0"
CENTERLINE ELEVATION TO BE FURNISHED BY USC &
INSTALLED BY GC;
(2) NEW MODCELL U.S.
CELLULAR CABINETS,
FURNISHED BY U.S.
CELLULAR &
INSTALLED BY GC.
NEW UTILITY RACK WITH NEW TELCO
DEMARCATION BOX & 3-GANG METER
TO BE FURNISHED & INSTALLED BY
GC. U.S. CELLULAR TO UTILIZE (1)
SPARE METER SOCKET.
NEW 12-FT WIDE OPAQUE WOOD
FENCE GATE FURNISHED &
INSTALLED BY GC.
NEW 190-FT HIGH U.S.CELLULAR GALVANIZED STEEL
MONOPOLE MONOPOLE TO BE FURNISHED BY U.S.
CELLULAR & INSTALLED BY GC.
PROPERTY
LINE
EXISTING GRASS AREA
NEW 4'x4' CONCRETE
STOOP TO BE FURNISHED
& INSTALLED BY GC
(TYP. OF 2)
IMPORTANT NOTES:
1. GC TO HIRE PUBLIC DIGGER & PRIVATE LOCATE SERVICE IN
ORDER TO LOCATE AND PROTECT ANY AND ALL SURFACE
UTILITIES. DO NOT SCALE OFF THESE PLANS FOR ANY BELOW
GRADE UTILITIES.
2.THESE PLANS MAY NOT CONTAIN OR REVEAL ALL
SUBSURFACE UTILITIES; GC IS RESPONSIBLE OF LOCATING AND
PROTECTING ALL UTILITIES DURING CONSTRUCTION
3. GC WILL NOT START CONSTRUCTION UNTIL AFTER THEY
RECEIVE THE PRE CON PACKAGE AND HAVE A PRE CON WALK
WITH THE PM.
NEW UTILITY POLE
FURNISHED &
INSTALLED BY COMED;
EXACT LOCATION TO BE
DETERMINED BY COMED
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
PROPERTY
LINE
ELDAMAIN
RD
(CONCRETE)
EXISTING GRASS AREA
SECTOR C
AZIMUTH:240°
NEW 14-FT WIDE
U.S. CELLULAR ACCESS
EASEMENT w/ NEW 12-FT WIDE
ASPHALT DRIVEWAY
NEW LANDSCAPING TO BE
FURNISHED & PLANTED BY GC
SEE L-1 SHEET FOR DETAILS
PK
07-08-10
KG
06-30-10E
F
NEW U.S. CELLULAR
TEMPORARY
CONSTRUCTION
EASEMENT
PK
07-08-10F
KG
06-30-10E
KG
06-30-10E
FUTURE CARRIER'S
10' x 20' SHELTER WITHIN
FUTURE 10' x 20'
LEASE AREA
FUTURE
CARRIER
11.5'x24'
SHELTER
WITHIN
FUTURE 15'x30'
LEASE AREA
FUTURE CARRIER'S
10' x 20' SHELTER WITHIN
FUTURE 10' x 20'
LEASE AREA
NEW 12" DEEP & WIDE
GRAVEL SHOULDER
A-2
SITE ELEVATION
NORTH SITE ELEVATION
SCALE: 3/32"= 1'-0" (3/32"=2'-0" IF 11X17 SHEET SIZE)1
3 ENLARGED SITE ELEVATION
SCALE: 3/8"= 1'-0" (3/8"=2'-0" IF 11X17 SHEET SIZE)0'-0"± (AGL)
FINISHED GRADE
NEW USC LOWER TOWER
GROUND BAR FURNISHED &
INSTALLED BY GC
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
NEW MONOPOLE FOUNDATION
TO BE FURNISHED &
INSTALLED BY GC
1. GC TO VERIFY ALL HEIGHTS AND
AZIMUTHS IN FIELD PRIOR TO
CONSTRUCTION. GC SHALL NOTIFY
U.S. CELLULAR AND ENGINEER OF
DISCREPANCIES IMMEDIATELY.
2. STRUCTURAL/ DESIGN & ANALYSIS
SHALL BE PERFORMED & APPROVED
BY TOWER OWNER AND
MANUFACTURER (DESIGN BY
OTHERS)
SPECIAL NOTES:
NOTES :
1. GC TO VERIFY FINAL HOOKUP LOCATIONS
w/U.S. CELLULAR ENGINEER, RF ENGINEER &
NETOPS PRIOR TO INSTALLATION.
2. THIS IS A GENERAL PERSPECTIVE DETAIL. REFER TO
SITE PLAN FOR ACTUAL ROUTING AND LOCATION OF
ICEBRIDGE. GC SHALL CONFIRM ACTUAL RF CONFIG SHEET
FOR ACTUAL NUMBER OF CABINETS TO BE INSTALLED.
NEW STEEL STEP-BOLTS &
SAFETY LINE FOR TOWER
CLIMBING
A-2SEE DETAIL 3
NEW 11.25'x24.0' U.S. CELLULAR
SHELTER, FURNISHED BY U.S.
CELLULAR & INSTALLED BY GC.
NEW 10-FT HIGH U.S. CELLULAR
ICE BRIDGE, FURNISHED
& INSTALLED BY GC
NEW 190-FT HIGH U.S.
CELLULAR MONOPOLE TO BE
FURNISHED BY U.S. CELLULAR
& INSTALLED BY GC
NEW GPS ANTENNA TO BE
FURNISHED BY U.S.
CELLULAR & INSTALLED BY
GC (SEE SHEET A-6 FOR
DETAILS)
NEW 6-FT HIGH
OPAQUE WOOD
FENCE, FURNISHED &
INSTALLED BY GC
ENLARGED ANTENNA ELEVATION DETAIL
SCALE: N.T.S.2
0'-0"± (AGL)
FINISHED GRADE
NEW HVAC UNIT MOUNTED ON
EXTERIOR SHELTER WALL
SUPPLIED W/ SHELTER
NEW RAINPROOF ENCLOSURE AT
TELCO ENTRANCE TO BE
FURNISHED & INSTALLED BY GC.
NEW STEEL STEP-BOLTS &
SAFETY LINE FOR TOWER
CLIMBING
NEW ENTRY PORT
FOR COAX
CABLE ROUTING
NEW LB BOX AT POWER
ENTRANCE FURNISHED &
INSTALLED BY GC.
NEW 190'-0" HIGH
MONOPOLE FURNISHED
BY U.S. CELLULAR &
INSTALLED BY GC
NEW ANTENNA MOUNT
FURNISHED & INSTALLED
BY GC
NEW PANEL ANTENNA
(TYP.)
NEW ANTENNA
MOUNTING PIPE (TYP.)
4-FT HIGH
LIGHTNING ROD
CL OF NEW U.S. CELLULAR ANTENNAS
& TOP OF MONOPOLE
(12) NEW 1 5/8" COAX CABLES
FURNISHED BY U.S. CELLULAR,
INSTALLED BY GENERAL
CONTRACTOR
ELEV. ± 190'-0" (AGL)
NEW U.S.CELLULAR
ANTENNA MOUNT W/ (6)
NEW PANEL ANTENNAS TO
BE LOCATED AT 190'-0"
CENTERLINE ELEVATION
TO BE FURNISHED &
INSTALLED BY GC;
ANTENNA F. BY U.S.
CELLULAR & BY GC
NEW 190'-0" HIGH U.S.CELLULAR
GALVANIZED STEEL MONOPOLE
W/ 4-FT HIGH LIGHTNING ROD TO
BE FURNISHED BY U.S. CELLULAR
& INSTALLED BY GC
TOP OF LIGHTNING ROD
ELEV. ± 194'-0" (AGL)
TOP OF NEW USC ANTENNAS (GAMMA)
ELEV. ± 192'-1 1/2" (AGL)
ELEV. ± 187'-10 1/2" (AGL)
ELEV. ± 193'- 2" (AGL)
BOTTOM OF NEW USC ANTENNAS (ALPHA & BETA)
ELEV. ± 186'-10" (AGL)
BOTTOM OF NEW USC ANTENNAS (GAMMA)
TOP OF NEW USC ANTENNAS (ALPHA & BETA)
FUTURE CARRIER'S ANTENNAS
TO BE FURNISHED & INSTALLED BY
OTHERS
NEW LANDSCAPING TO BE FURNISHED
& PLANTED BY GC SEE L-1 SHEET
FOR DETAILS
KG
06-30-10E
KG
06-30-10E
FUTURE CARRIER
EQUIPMENT
SHELTER TO BE
FURNISHED &
INSTALLED BY
OTHERS
FUTURE CARRIER
EQUIPMENT
SHELTER TO BE
FURNISHED &
INSTALLED BY
OTHERS
SHELTER MATERIALS
EXTERIOR
ROOF
PAINT
CAULK
NATURAL STONE EXPOSED AGGREGATE FINISH*
HEAVY DUTY LOW PITCH WITH
PASSIVE VENTILATION SYSTEM*
EXPOSED METAL: PRIMED & PAINTED WITH
MARINE GRADE PAINT COLOR: DESERT BROWN*
CEDAR WOOD CAULK*
* OR APPROVED EQUAL
KG
06-30-10E
KG
06-30-10E
ANTENNA SCHEDULE
A-3
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
120°240°0°
190-FT
1-5/8" (240')
LCF158-50J-A7
ANTENNA NOTES:
1. CONTRACTOR TO PROVIDE USC A WRITTEN REQUEST FOR AMOUNT OF COAX (# OF
FEET) AS DETERMINED FROM DRAWINGS AND BID WALK.
2. ANTENNAS ARE TO BE INSTALLED IN ACCORDANCE WITH US CELLULAR STANDARDS.
3. ANTENNAS SHALL BE PLUMB AND AT AZIMUTH INDICATED IN ANTENNA SCHEDULE.
4. CONTRACTOR TO PROVIDE ANTENNA SERIAL NUMBERS ON RED LINE DRAWINGS.
5. AZIMUTH ARE ORIENTED CLOCKWISE FROM TRUE NORTH.
6. CONTRACTOR TO CONFIRM ANTENNA DOWN TILT & AZIMUTH WITH US CELLULAR
ENGINEER PRIOR TO CONSTRUCTION.
7. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER: SECTOR 1/ALPHA CLOSEST
TO ZERO DEGREES (NORTH), SECTOR 2/BETA & 3/GAMMA FOLLOW CLOCKWISE SEQUENCE.
ELECTRICAL DOWN TILT:
1. CONTROL CABLE CONNECTED TO AIRCRAFT CABLE WITH NYLON TIE WRAPS AT 24" O.C. MAX.
2. MESSENGER CABLE SHOUD BE LOOPED AND CLAMPED AT TOP OF TOER (ON HOISTING GRIP
HOOK) FOR STRESS RELIEF.
COAXIAL CABLE:
1. CONTRACTOR SHALL NOT EXCEED CABLE LENGTHS AS INDICATED IN SCHEDULE
WITHOUT RF APPROVAL.
2. CONTRACTOR TO AS-BUILT CABLE LENGTHS ON SITE. NO PREFABRICATION OF CABLE
LENGTHS PERMITTED UNLESS FACTORY ORDERED TO LENGTH.
3. CONTRACTOR TO MAINTAIN ANDREW MINIMUM BEND RADIUS STANDARDS.
4. AVOID EXCESSIVE DRIP LOPS AT ENTRY TO WAVE GUIDE PORT (12" BELOW PORT).
5. COAXIAL CABLE TO BE SUPPORTED AT ICE BRIDGE AND TOWER USING SNAP IN
HANGERS A MAXIMUM OF 36" SPACING BETWEEN HANGERS. PROVIDE BUTTERFLY CLAMPS
WITH APPROPRIATE ADAPTERS ELSE WHERE. TIE WRAPS ARE NOT PERMITTED.
6. COORDINATE TERMINATION OF COAX WITH US CELLULAR CONSTRUCTION MANAGER.
7. COAXIAL CABLE TO BE LABELED USING SCOTCH VINYL 35 (OR EQUAL) AT TOP & BOTTOM
OF MAIN LINES, BOTH ENDS OF TOP JUMPER & INSIDE SHELTER ACCORDING TO COLOR
CODED INDICATED ON SCHEDULE.
8. CONNECTORS INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
9. ALL CONNECTORS AND GROUND KITS ARE TO BE WEATHER PROOFED WITH ANDREW
COLD SHRINK WEATHERPROOFING KITS.
10. GROUND KITS TO BE ANDREW 241088 SERIES AND PROVIDED AT THREE LOCATIONS
PER COAXIAL CABLE, TOP TO GROUND BAR, BOTTOM AT GROUND BAR AND ENTRY TO
SHELTER GROUND KITS TO BE INSTALLED PARALLEL TO COAXIAL CABLE PATH.
0° 120°240°
ANTENNA AND COAXIAL CABLE SCHEDULE
TX1/RX1
AZIMUTH
GREEN
SECTOR 1 (ALPHA)
TX1/RX1
SECTOR 2 (BETA)SECTOR 3 (GAMMA)
ITEM DESCRIPTION RX2 RX2 TX1/RX1RX2
COLOR CODE
MATERIALS
PROVIDED BY
MATERIALS
INSTALLED BY
TOTAL
QUANTITY
ANTENNA (SEE NOTE 3 & 4)
AS-BUILT ANTENNA SERIAL #
ANTENNA RAD CENTER
MECHANICAL DOWN-TILT 0°0°0°
0°0°0°ELECTRICAL DOWN-TILT
CONTRACTORCONTRACTOR -
U.S.CELLULARCONTRACTOR 6
-
-
-
TOP ANTENNA JUMPER
(RFS)
(LENGTH)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
CONTRACTOR 12
TOP FEMALE DIN
CONNECTOR
(RFS)
716F-LCF158-022
DIN F
CONTRACTOR 12
MAIN COAX
(RFS)
(LENGTH)
U.S.CELLULARCONTRACTOR
3000'
BOTTOM FEMALE DIN
CONNECTOR CONTRACTOR 12
COAX SURGE
ARRESTORS
(RFS)
716-STUB-12 12USC WITH
SHELTER
USC WITH
SHELTER
BOTTOM ANTENNA JUMPER
(RFS) (LENGTH)
USC WITH
SHELTER
USC WITH
SHELTERS SURGE
END/USC-OPS
MODCELL END
12
GPS ANTENNA LUCENT U.S.CELLULARCONTRACTOR 1
GPS COAX SURGE TO
ANTENNA NM-SCF12-070 NM 12" CONNECTOR CONTRACTOR 1
GPS COAX SURGE TO
MODCELL 716F-LCF12-707 DIN F 12" CONNECTOR USC WITH
SHELTER
USC WITH
SHELTERS SURGE
END/USC-OPS
MODCELL END
1
GPS LIGHTNING ARRESTOR RDP-MF-19100350 (NTI-DIN MALE/FEMALE GPS SURGE ARRESTOR)USC WITH
SHELTER
USC WITH
SHELTER 1
MOTORIZED ACTUATOR
(POWERWAVE)MODEL # T.B.D. (MOTOR THAT CONNECTS THE CONTROL CABLES TO THE ANTENNAS - ONE PER ANTENNA)U.S.CELLULARCONTRACTOR 6
MAIN ELECTRIC DOWN TILT
CONTROL CABLE
(POWERWAVE)
7095.60 (60 METER CABLE) & 7010.00 SINGLE BAND RET (FACTORY INSTALLED)U.S.CELLULARCONTRACTOR 1
DAISY CHAINED ELECTRIC
DOWNTILT CONTROL CABLE
(POWERWAVE)
7085.30 (3 METER CABLE) OR 7085.50 (5 METER CABLE)U.S.CELLULARCONTRACTOR2
COAX CABLES
(12)
TX1/RX1
SECTOR 1 (ALPHA)
RX2
0°
0°
TX1/RX1
SECTOR 2 (BETA)
RX2
0°
0°
SECTOR 3 (GAMMA)
TX1/RX1RX2
0°
0°
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
(RFS)
716F-LCF158-022
DIN F
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
7M7ML12-080FFS
DIN MALE-DIN MALE
(8 - FT)
716-STUB-12716-STUB-12716-STUB-12716-STUB-12716-STUB-12716-STUB-12716-STUB-12716-STUB-12716-STUB-12716-STUB-12716-STUB-12
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
TBD
(15-FT)
U.S.CELLULAR
U.S.CELLULAR
U.S.CELLULAR
U.S.CELLULAR
N/AN/A
N/AN/A
N/AN/A
POSITION A1A2B1B2C1C2
POWERWAVEPOWERWAVEPOWERWAVEPOWERWAVEPOWERWAVEPOWERWAVE
(1 RING)
RED
(1 RING)
GREEN
(2 RINGS)
RED
(2 RINGS)
GREEN
(3 RINGS)
RED
(3 RINGS)
GREEN
(4 RINGS)
RED
(4 RINGS)
GREEN
(5 RINGS)
RED
(5 RINGS)
GREEN
(6 RINGS)
RED
(6 RINGS)
AZIMUTH:0°
A
Z
I
M
U
T
H
:
2
4
0
°
S
E
C
T
O
R
C AZIM UT H:120°
SE C T O R B
SECTOR A
A1
B2
C
2
A2
B1
C
1
ANTENNA ORIENTATION
SCALE: N.T.S.1
G1 R1 G2 R2
G 3
R3
G 4
R4G
5
R
5
G
6
R
6
NOTE:
COAX JUMPER CUT TO LENGTH
AND ATTACHMENT DIN MALE
CONNECTOR BY USC/LUCENT
TECHNICIAN AT TIME OF
EQUIPMENT INSTALL
RA11.7745.00
190-FT190-FT190-FT190-FT190-FT
A3
FUTURE
B3FUTURE
C
3
F
U
T
U
R
E
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
1-5/8" (240')
LCF158-50J-A7
RA11.7745.00RA11.7745.00RA11.7745.00RA11.7745.00RA11.7745.00
ANTENNA DETAILS
A-4
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
ANTENNA DETAILS (ISOMETRIC VIEW)
SCALE: N.T.S.2
NOTES:
1. CABLE GOING TO ANTENNA OR TO NEXT ANTENNA IS FEMALE WITH A RED CAP.
2. CONTRACTOR SHALL ENSURE A TIGHT SEAL ON ALL CONNECTORS. ENSURE CONNECTOR IS
TURNED TO HEAR PRONOUNCED "CLICK".
3. CONTRACTOR SHALL WEATHER PROOF ACTUATOR AND ANTENNA PLUNGER CONNECTION.
USE CAUTION NOT TO COVER ANGLE WINDOW. USE TAPE, BUTYL AND TAPE.
4. "V" IN ACTUATOR SHOULD BE POINTING TO FRONT OF ANTENNA TO ENSURE ROOM FOR
ANTENNA COAX JUMPERS.
5. INSTALL SEAL BETWEEN ACTUATOR AND PLUNGE.
ALPHA SECTOR
BETA SECTOR
GAMMA SECTOR
SERVER MOTOR
ACCURATOR
ATM100-D01
ANTENNA
NEW COLLECTOR
GROUND BAR HARGER
GBI-14412-6 NEW GROUND KITS
(TYPICAL OF 6)
ANTENNA PLATFORM
1/2" JUMPERS TYPICAL OF 6
FOR ANTENNA MAST
GROUNDING CADWELD TO
GROUND BAR AT TOWER TOP
NEW ANTENNAS
AZIMUTH:0°
SECTOR A
SHELTER PLAN
A-5
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
EQUIPMENT CALL-OUT
SCALE: N.T.S.2
1
NUMBER DESCRIPTION
LOAD CENTER
2
3
4 EXTERIOR LIGHT FIXTURE, QUARTZ W/ MO
(OPTIONAL) GENERATOR RECEPTACLE
5
6 DOOR, LOCKGUARD
DOOR, FRAME & HARDWARE
7
8 HVAC #1 & 2, 3 TON, 5 KW, MARVAIR, BGE
CONCRETE STOOP, 4' X 4'
9
10 MASTER GROUND BAR
RAINPROOF ENCLOSURE FOR TELCO
11
12 WOOD BACKBOARD 1
4" PLYWOOD
LB BOX FOR POWER
13
14
20" WALL MOUNTED WOOD SHELF
SHELTER PLAN
SCALE: 3/4"=1"-0" (3/4"=2'-0" IF 11X17 SHEET SIZE)1
5 5
2
8
8
3
11
1
9
4
77
10
15
6
6
44' VENT HOOD
32" VENT HOOD
13
14
W
N
W SW
S
E
N E
N
S
E
15 EXHAUST TAIL PIPE
12
NEW GENERATOR FURNISHED
BY USC & INSTALLED BY GC
ICE BRIDGE AND GPS
ANTENNA DETAILS
A-6
# 2 AWG GROUNDING
JUMPER
#6 GROUNDING KIT
CABLE
# 2 AWG GROUND WIRE
TO EXTERNAL GROUND
BAR, CONNECT W/
CADWELD CONNECTOR
1/2" COAX CABLE (OR
EQUAL) MIN. BENDING
RADIUS PER MFR'S
SPECIFICATIONS
TO GROUND BAR
TO RADIO EQUIPMENT
GPS SURGE ARRESTOR,
SEE CABLE CHART
1/2" COAX APPROVED
USC CONNECTORS
1/2" COAX APPROVED
USC CONNECTORS
CADWELD
1-1/4" SCHED 40 X 18"
LONG MIN. SS OR GALV.
PIPE
SET SCREW
GPS ANTENNA
4 GPS ANTENNA MOUNTING
SCALE: N.T.S.
MACHINED ALUMINUM
MOUNTING
(KS24019L115)
(2) 3/8"-16x3/8" LONG CUP
POINT SET SCREWS
(3/16" HEX DRIVER)
(4) 10/32 STAINLESS
STEEL SCREWS
CAPTIVE IN MOUNTING
(5/32" HEX DRIVER)
1/16" THICK
NEOPRENE GASKET
(PART OF MOUNT)
CABLE
TERMINATION
GPS ANTENNA
KS24019L110A,
L112, OR L116
"N" TYPE
CONNECTOR
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
# 2 AWG BCN
CABLE TO PIPE GND KIT,
BURNDY TYPE GAR
1-1/4" SCHED 40 X 18"
LONG MIN. SS OR GALV.
PIPE
NOTES:
1. THE GPS ANTENNA MOUNT IS DESIGNED
TO FASTEN TO A STANDARD 1-1/4" DIA. SCH.
40 GALVANIZED OR STAINLESS STEEL PIPE.
THE PIPE MUST BE THREADED AT THE
ANTENNA MOUNT END. THE PIPE SHALL BE
CUT TO THE REQUIRED LENGTH (MIN. OF
18') USING A WAND OR ROTARY PIPE
CUTTER TO ASSURE A SMOOTH
PERPENDICULAR CUT. THE CUT PIPE END
SHALL BE DEBURRED AND SMOOTH IN
ORDER TO SEAL AGAINST THE NEOPRENE
GASKET ATTACHED TO THE ANTENNAS
MOUNT.
WELDED PIPE TO PIPE
CLAMP 'MTS' "BB-S10" OR
EQUAL
2. THE MOUNTING PLATE SHALL BE
FABRICATED AS SHOWN AND ATTACHED TO
THE APPROPRIATE SUPPORT STRUCTURE
USING U-BOLTS. THE SUPPORT PIPE FOR
THE GPS SHALL BE MOUNTED USING
OVERSIZED U-BOLTS TO ALLOW
ADJUSTMENT. IT IS CRITICAL THAT THE GPS
ANTENNA IS MOUNTED WITHIN 2" OF
VERTICAL AND THE BASE OF THE ANTENNA
IS WITHIN 2" LEVEL.
3. INSTALL GPS ANTENNA AS SPECIFIED ON
SITE PLAN. IF INSTALLING ON ICE/CABLE
BRIDGE ENSURE THAT GPS IS A MINIMUM
OS 10' ABOVE GRADE, ON THE FURTHEST
POST FROM THE TOWER TO ATTAIN
MAXIMUM COVERAGE.
4. GENERAL CONTRACTOR SHALL ENSURE
THE GPS ANTENNA HAS THE REQUIRED
FULL EXPOSURE TO THE SOUTHERN
HEMISPHERE/HORIZON.
SECTION
SCALE: N.T.S.2
3'
-
0
"
M
I
N
.
SE
E
S
I
T
E
P
L
A
N
4'
-
0
"
6"
12" Ø
# 2 GROUND
WIRE
# 6 AWG
ICE BRIDGE PIPE SUPPORT
FOUNDATION
3 1/2" DIA. GALV.
STEEL PIPE
COAX CABLE W/SNAP
IN CABLE HANGERS
TRAPEZE KIT PART
# MT-357-24
NEW 24" GRIP
STRUT
NEW 24" WAVE GUIDE SUPPORT
BRACKET MTS # WB-LB24-3
NEW MTS BRIDGE
KIT
# 2 BCW COPPER
TINNED JUMPER
(CADWELD)
GPS ANTENNA SUPPORT
3"
TYP.
GROUND WIRE
W/TIE WRAP IF
REQUIRED
GPS 1/2" Ø HELIAX
COAXIAL CABLE
5/8" Ø THREADED ROD
W/ NUTS & OVERSIZED
WASHERS
NOTE:
ICE BRIDGE PROVIDED AND INSTALLED BY G.C. INSTALL
PER MANUFACTURERS REQUIREMENTS.
ICEBRIDGE SECTION
SCALE: N.T.S.1
GPS ANTENNA DETAIL
SCALE: N.T.S.3
#2 AWG SOLID, TINNED BARE
COPPER GROUND WIRE, BOND
ICE BRIDGE POST W/ VS TYPE
CADWELD.
FENCE DETAILS & NOTES
A-7
8" ZING COATED 270
DEGREE HINGE WITH 2-1/2"
X 1/4" FLAT HEAD SCREWS
(HINGES ATTACHED ON
THE INSIDE OF FENCE)
GATE POST 6" X 6"
(NOMINAL)
FINISHED GRADE
1" X 6" FACE BOARD
(NOMINAL)
4" GALVANIZED PLATES
WITH 1/2" CARRAGE
BOLTS WITH HEX NUT,
WASHER AND LOCK
WASHER
SECURITY LATCH WITH
LOCK WELDED TO 4"
GALVANIZED PLATES
(SEE SECURITY LATCH
DETAIL)
GATE POST 6" X 6"
(NOMINAL)
CAST IN PLACE
CONCRETE FOUNDATION6"
2"
M
A
X
.
0.00 AGL
-48" AGL
6"
3'
-
6
"
M
I
N
.
GC MAY INSTALL
OPTIONAL AN HEADER
PLANK ON TOP OF
FENCE PER
MANUFACTURER
RECOMMENDATION &
DESIGN
1" X 6" FACE BOARD
(NOMINAL)
CROSS BOARD 2" X 4"
(NOMINAL)
CAST IN PLACE
CONCRETE FOUNDATION
CORNER POST 6" X 6"
(NOMINAL)
12" MIN. DIA.
WELDED HOOK FOR LOCK
TOP VIEW
1-3/8" DIA. GALV. SOLID
IRON ROD WITH 6" HANDLE
6"
2"9"6"9"14"
4"
9"
44"9" LONG, 1-1/2" I.D. STEEL
PIPE WELDED TO 4"
GALV. PLATE ON
CENTER CROSS BOARD
4" GALVANIZED PLATES WITH 1/2"
CARRAGE BOLTS WITH HEX NUT,
WASHER AND LOCK WASHER
6"
3'
-
6
"
M
I
N
.
6'
-
0
"
2"
M
A
X
.
5-1/2"
1" X 6" FACE BOARD
(NOMINAL)
CROSS BOARD 2" X 4"
(NOMINAL)
FINISHED GRADE
CAST IN PLACE
CONCRETE FOUNDATION
12" DIA. MIN.
NOTE:
VERIFY WITH LANDLORD COLOR
AND TYPE OF STAINED FINISH
PRIOR TO STAINING
FENCE DOUBLE SWING GATE
SCALE: N.T.S.1
FENCE SECTION DETAIL
SCALE: N.T.S.2
SECURITY LATCH DETAIL
SCALE: N.T.S.3
CORNER DETAIL
SCALE: N.T.S.4
OPAQUE FENCE STYLE NOTES & GENERAL
SPECIFICATIONS:
1. ALL POSTS AND RAILS SHALL BE ROUGH SAWN OF "NO. 1
STRUCTURAL" GRADE, PRESSURE TREATED WITH A WOOD
PRESERVATIVE NON-TOXIC TO SURROUNDING PLANT
MATERIAL, IN ACCORDANCE WITH CSA STANDARD 080.2
AND COMPATIBLE WITH STAINING REQUIREMENTS BELOW.
STAIN TO MATCH FENCE BOARDS.
2. ALL FENCE BOARDS AND PLANKS SHALL BE ROUGH
SAWN OF "QUALITY FENCING" GRADE, FINISHED WITH
PENETRATING STAIN WITH PRESERVATIVE, CONFORMING
TO CGSB STANDARDS 1-GP145M AND 204M, APPLIED TO ALL
SURFACES PRIOR TO INSTALLATION AND ON ANY CUTS
THEREAFTER.
3. LINE POSTS SHALL BE MINIMUM 8.0 FT. IN LENGTH AND AT
LEAST (STANDARD) 4"X 4".
4. CORNER POSTS SHALL BE MINIMUM 8.0 FT. IN LENGTH
AND AT LEAST (STANDARD) 6"X 6".
5. FENCE RAILS (MIN. 3) SHALL BE MAXIMUM 7.5 FT. IN
LENGTH AND AT LEAST (STANDARD) 2"X 4".
6. CAP RAILS SHALL BE AT LEAST (STANDARD) 2"X 6". CANT
TO DRAIN.
7. THE FINISHED HEIGHT OF OPAQUE FENCING SHALL BE AT
LEAST 6.0 FT.
8.0 ALL NAILS USED IN FENCE CONSTRUCTION SHALL MEET
THE FOLLOWING SPECIFICATIONS:
8.1 MINIMUM GAUGE OF NAILS USED - #9, COMMON IN
POST/RAIL CONNECTIONS
8.2 MINIMUM GAUGE OF NAILS USED - #11.5,COMMON IN
RAIL/FENCE BOARD CONNECTIONS
8.3 GALVANIZED - CSA G164
9.0 LINE POSTS SHALL BE PLACED NO MORE THAN 8.0 FT.
O.C. AND BE FIRMLY ANCHORED IN THE SOIL TO A DEPTH
OF NOT LESS THAN 2.0 FT.
10. THE FENCE SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THESE SPECIFICATIONS AND DETAILS PROVIDED IN
THESE DRAWINGS WHICH FORMS PART OF THESE
SPECIFICATIONS.
0.00 AGL
0.00 AGL
SEE SITE PLAN FOR DOUBLE SWING GATE WIDTH
GALVANIZED FENCE
FRAME, SEE DETAILS ON
THIS SHEET.
EXAMPLE OF OPAQUE WOOD FENCE
SCALE: N.T.S.6
3-
1
/
2
"
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
3'
-
6
"
M
I
N
.
GATE FRAME
INFORMATION
FEDERAL COMMUNICATIONS COMMISSION
TOWER REGISTRATION NUMBER
# # # # # # # #
Posted In accordance with federal communications
commission rules on antenna tower registration
47CFR 17.4 (g).
FCC TOWER REGISTRATION SIGN
SCALE: N.T.S.5
KG
06-30-10E
1. PLACE SIGN ON ENTRANCE GATE.
2. CONTRACTOR SHALL ORDER & PROVIDE SIGN.
NOTE:
B B
A
A
C
C
11
'
-
3
"
24'-0"
4"x8"x14"
BEARING SHIM
(SEE NOTE 7)
6X6 D8/D8
WELDED WIRE
FABRIC
(2) #4 REBAR
TOP AND BOTTOM
#3 CLOSED
STIRRUP
@ 12" O.C.
#4 REBAR
#3 TIES @
12" O.C.
6X6 D8/D8
WIRE WELDED
FABRIC
GRADE
1" CHAMFER
STRUCTURAL NOTES:
1. SLAB TO BE LEVEL ±1/8".
2. FOOTING TO EXTEND BELOW UNDISTURBED SOIL AND FROST LINE; IT MAY VARY AS
REQUIRED PER LOCAL CODE, FROST LINE AND/ OR SOIL BEARING CAPACITY
3. SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF
2,000 PSF.
4. CONCRETE STRENGTH SHALL BE A MINIMUM OF 3000 PSI
5. USE SHIMS AS REQUIRED TO ASSURE SHELTER IS BEARING AT PERIMETER. SEAL
PERIMETER W/ GROUT IF SHIMS ARE USED
6. TOP 8" OF FOUNDATION SIDES SHALL BE FROMED FLAT TO ACCEPT TIE-DOWN
PLATES
7 . SUBGRADE PREPARATION:
A.) REMOVE ALL SOILS CONTAINING TOPSOIL: ORGANIC MATERIALS, AND/OR FILL
MATERIALS FROM WITHIN
AREA OF ENCLOSURE FOUNDATION.
B.) COMPACT SUBGRADE UNDER FOUNDATIONS TO 95% STANDARD PROCTOR
DENSITY
C.) PROVIDE 6" COMPACTED COARSE AGGREGATE IDOT CA-6 OR EQUIVALENT
UNDER FOOTINGS AND SLAB
8. FINAL SITE DESIGN IS THE RESPONSIBILITY OF THE SITE CONTRACTOR.
EQUIPMENT SHELTER
FOUNDATION
PLAN
S-1
FOUNDATION PLAN
SCALE: 1/2" = 1'-0" (1/2" = 2'-0" IF 11 X 17 SHEET SIZE)1
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
12"x12"x14"
TIE DOWN PLATE
(TYP. OF 4)
BUILDING
FOUNDATION
3 4"x6 12" HILTI
KWIK BOLT 3
1"x2" UNC BOLT
(2 PER TIE-DOWN)
12"x12"x14"
TIE DOWN PLATE
(TYP. OF 4)
BUILDING
FOUNDATION
3 4"x6 12" HILTI
KWIK BOLT 3
1"x2" UNC BOLT
(2 PER TIE-DOWN)
SECTION A-A
SECTION C-CSECTION B-B
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
HVAC
HVAC
U.S. CELLULAR'S GC TO ROUTE NEW
UNDERGROUND ELECTRIC CONDUIT
FROM NEW 3 GANG METER ON NEW
UTILITY RACK TO NEW USC
EQUIPMENT SHELTER (APPROXIMATE
LENGTH: ±70')
E-1
ELECTRICAL & TELCO
SITE PLAN
ELECTRICAL & TELCO SITE PLAN
SCALE: 1/8" = 1'-0" (1/8" = 2'-0" IF 11 X 17 SHEET SIZE)1 W
N W
S
W
S
E
N
E
N
SE
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
NEW 60.0'x60.0'
U.S. CELLULAR LEASE
AREA (3,600 SQ. FT.)
NEW U.S.CELLULAR MONOPOLE
TO BE FURNISHED BY U.S.
CELLULAR & INSTALLED BY GC.
NEW 11.25'x24.0' U.S. CELLULAR
SHELTER, FURNISHED BY U.S.
CELLULAR & INSTALLED BY GC.
PROPERTY
LINE
NEW 14-FT WIDE U.S.
CELLULAR ACCESS EASEMENT
W/ NEW 12-FT WIDE ASPHALT
DRIVEWAY
NEW 8-FT WIDE
U.S. CELLULAR
UTILITY EASEMENT
NEW UTILITY RACK WITH NEW TELCO
DEMARCATION BOX & 3-GANG METER
TO BE FURNISHED & INSTALLED BY GC.
U.S. CELLULAR TO UTILIZE (1) SPARE
METER SOCKET. (COMED TO FURNISH &
INSTALL METER, AT&T TO FURNISH &
INSTALL DEMARCATION BOX)
NEW RAINPROOF ENCLOSURE
AT TELCO ENTRANCE
(BELOW HVAC UNIT)
FURNISHED & INSTALLED BY GC
NEW LB BOX AT POWER ENTRANCE
TO BE FURNISHED & INSTALLED BY GCNEW UTILITY POLE WITH TRANSFORMER
& TELCO TERMINAL TO BE FURNISHED &
INSTALLED BY COMED. TELCO TERMINAL
TO BE FURNISHED & INSTALLED BY
AT&T; EXACT LOCATION OF UTILITY
POLE TO BE DETERMINED BY COMED
U.S. CELLULAR'S GC TO ROUTE NEW
UNDERGROUND TELCO CONDUIT
FROM TELCO DEMARCATION BOX TO
NEW USC EQUIPMENT SHELTER
(APPROXIMATE LENGTH: ± 85')
NEW LOAD CENTER MOUNTED
ON INTERIOR SHELTER WALL
SUPPLIED W SHELTER
AS REQUIRED BY UBC, NEC, U.S. CELLULAR, AND ALL APPLICABLE
PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN
DAMAGED IN THE COURSE OF THE ELECTRICAL WORK.
WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI,
SHOWING ACTUAL ROUTINGS AND WIRING CONNECTIONS.
"AS-BUILT" DRAWINGS AT THE COMPLETION OF THE JOB
LABEL ALL ELECTRICAL EQUIPMENT PER U.S. CELLULAR
ALL MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE
ALL SINGLE- PHASE SELF- CONTAINED METER CONNECTION
DEVICES MUST INCLUDE HORN TYPE BY-PASS PROVISION
ALL ABOVE GROUND CONDUITS AND BUSHING SHALL BE RGS.
SO THAT SERVICE WILL NOT BE INTERRUPTED WHEN A
ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT
PROVIDE U.S. CELLULAR WITH ONE SET OF COMPLETE ELECTRICAL
THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED
SPECIFICATIONS.
12.)
11.)
METER IS REMOVED FROM THE SOCKET.
7.)
9.)
10.)
8.)
6.)
4.)
5.)
20,000 AIC WHERE APPLICABLE.
SHALL HAVE A MINIMUM INTERRUPTING RATING OF
THE AMOUNT AND LOCATION OF EQUIPMENT.
ELECTRICAL PLANS, DETAILS, AND DIAGRAMS ARE
DIAGRAMMATIC ONLY. FIELD CONDITIONS DICTATE
NEMA, NFPA, AND "UL" LISTED.
LOCAL CODES.
ELECTRICAL METALLIC TUBING
PERSONAL COMMUNICATION SYSTEM
GLOBAL POSITIONING SYSTEM
UNDERGROUND GAS
RIGID GALVANIZED STEEL
POWER PROTECTION CABINET
UNDERGROUND WATER
RGS
TYPICAL
STORM SEWER
UG
TYP
SS
UW
GPS
OVERHEAD
PCS
O/H
PPC
GENERATOR
ELECTRICAL
GROUND
EMT
GEN
ELEC
GND
GENERAL ELECTRICAL NOTES
TO CONFORM WITH LOCAL JURISDICTION REQUIREMENTS.
ALL ELECTRICAL MATERIALS, EQUIPMENT AND 2.)
1.)
3.)CONTRACTOR SHALL PERFORM ALL VERIFICATION
ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE
THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL
ENGINEER LISTING ALL MALFUNCTIONS, FAULTY
ORDERING OF THE ELECTRICAL EQUIPMENT AND
TESTS AND EXAMINATION WORK PRIOR TO THE
EQUIPMENT & DISCREPANCIES.
CHICAGO BUILDING CODE, VOLUME 2, LATEST EDITION
AMERICAN WIRE GAUGE
AMPS INTERRUPTING CAPACITY
ABBREVIATIONS
BASE TRANSMISSION SYSTEM
DISCONNECT SWITCH
BARE COPPER WIRE
CABINET
CONDUIT
DRAWING
CAB
C
DWG
DISC
AWG
AIC
MODCELL
BCW
NATIONAL ELECTRIC CODE, LATEST EDITION .
TELCO
ELECTRIC
GROUNDING
NOTE:
* THE CONDUIT LENGTH
GIVEN IS BASED ON THE
DRAWING +15%
THE EXACT LENGTH TO BE
VERIFIED IN FIELD. GC TO
VERIFY LENGTHS AFTER
COORDINATING W/ SERVICE
UTILITY COMPANIES.
45' ±
42' ±
550' ±
SERVICE CONDUIT LENGTH (FROM R.O.W TO
LOAD CENTER ONLY- EXCLUDING LENGTH FOR
1" CONDUITS TO MODCELL CABINETS)
NEMA
NFPA
UL
ANSI
IBC
NEC
AMERICAN NATIONAL STANDARDS INSTITUTE
BUILDING OFFICIAL AND CODE ADMINISTRATORS
UNDERWRITERS LABORATORIES, INC.
NATIONAL FIRE PROTECTION ASSOCIATION
CODES AND STANDARDS
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
INTERNATIONAL BUILDING CODE
NATIONAL ELECTRICAL CODE
BIDDING&CONSTRUCTIONNOTE:
WIRESIZESSHOWNAREESTIMATEDMINIMUMS.ITISTHE
ELECTRICALCONTRACTOR'SRESPONSIBILITYTOIDENTIFYAND
COMPLYWITHTHEAPPLICABLELOCALELECTRICALAND
BUILDINGCODESINADDITIONTONEC2009ANDFOLLOW
WHICHEVERISMORECONSERVATIVE.CONTR ACTORSHALL
ESTIMATEPHASECONDUCTORSIZE&UTILIZETHE
APPROPRIATEWIRESIZEANDTYPEA SSUMINGA2%VO LTAGE
DROP.CONTRACTORTOCONFIRMWITHLOCALELECTRICAL
INSPECTORPRIORTOCONSTRUCTION.NOTIFYENGINEEROF
DISCREPANCIESPRIORTOCONSTRUCTIONSTART.
(AS ADOPTED BY KENDALL COUNTY)
INSTALLATION PROCEDURES
ELDAMAIN
RD
(CONCRETE)
U.S. CELLULAR'S GC TO
ROUTE UNDERGROUND
ELECTRIC CONDUIT FROM
NEW 3-GANG METER INSIDE
U.S. CELLULAR COMPOUND
TO EAST R.O.W. LINE
EXISTING OVERHEAD
POWER AND TELEPHONE
LINES TO BE PROTECTED
DURING CONSRUCTION
EAST
R.O.W.
LINE
U.S. CELLULAR'S GC TO ROUTE
UNDERGROUND TELCO
CONDUIT FROM NEW TELCO
DEMARCATION BOX INSIDE U.S.
CELLULAR COMPOUND TO
EAST R.O.W. LINE
NEW TELCO CONDUIT
FURNISHED &
INSTALLED BY AT&T
NEW ELECTRIC
CONDUIT FURNISHED
& INSTALLED BY COMED
USC'S GC TO
STUB-UP
& FLAG NEW
POWER AND
TELCO CONDUITS
NEW U.S. CELLULAR
TEMPORARY
CONSTRUCTION
EASEMENT
PROPERTY
LINE
NOTE:
LANDSCAPING NOT SHOWN
FOR CLARITY; SEE SHEET L-1
FOR LANDSCAPING DETAILS
UTILITY DETAILS
E-2
ELECTRIC & TELCO SINGLE-LINE DIAGRAM
SCALE: N.T.S.1
THIS IS AN ELECTRICAL DIAGRAM ONLY,
FOR ACTUAL LOCATIONS OF SERVICE
POINTS, PPC & UTILITY RACK SEE
SHEETS E-1 & LS-1
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
C
NEW BELOW GRADE
TELCO & ELECTRIC
CONDUITS
NEW UTILITY
H-FRAME FOR
U.S. CELLULAR,
SEE SHEET E-3
FOR MORE
DETAIL.
NEW 200 AMP,
120/240V, 1Ø, 3W
NEMA 3R
DISCONNECTNEW 600A, 120/240, 1Ø, 3W 3-GANG
METER BANK FURNISHED &
INSTALLED BY GC.
G
12"X12" NEMA 3R
PULL BOX
TELCO SMARTJACK
INSIDE ENCLOSURE
36'' x 18'' x 3/4"
TREATED PLYWOOD
BACKBOARD
LOOP MIN. 15' SLAG
UP SERVICE POLE
FOR UTILITY
SERVICE CONNECT
- ENCLOSE IN POLE
PROTECTOR
NEW 8-FT RIGID
SLEEVE ALONG
NEW POLE
E
METER DISC.
SWITCH
200A
SPARE
SPARE
NEW LB BOX
FURNISHED &
INSTALLED BY GC
C
E E
12" X 12" X 6" RAINPROOF
ENCLOSURE AT TELCO
ENTRANCE (BELOW
HVAC UNIT) FURNISHED
& INSTALLED BY GC
NEW UTILITY POLE WITH
TRANSFORMER & TELCO TERMINAL
TO BE FURNISHED & INASTALLED BY
COMED. TELCO TERMINAL TO BE
FURNISHED & INSTALLED BY AT&T
F
D D
CONDUCTOR NOTES:
1. ALL CONDUCTORS SHALL BE COPPER
2. ALL WIRING SHALL BE COPPER WITH THHN/THWN DUAL RATED 600
VOLTS INSULATION.
3. CONDUCTORS SHALL BE 12 AWG MINIMUM UNLESS SPECIFICALLY NOTED
OTHERWISE.
4. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS
OTHERWISE NOTED.
6.CONCORDIA HAS PROVIDED POWER AND TELCO INFORMATION BASED ON
DISCUSSIONS AND WALKS WITH THE UTILITY COMPANIES. THIS INFORMATION MAY
BE SUBJECT TO CHANGE AT ANY TIME AT THE DISCRETION OF THE UTILITY
COMPANIES WITHOUT NOTICE TO US. THESE PLANS REFLECT TO THE BEST OF
CONCORDIA’S KNOWLEDGE THE LATEST INFO GIVEN TO US. CONTACT INFO WITH
THE UTILITIES IS PROVIDED AS AN ADDITIONAL CHECK FOR THE GC. PRIOR TO
CONSTRUCTION START, WE KINDLY REQUEST THE GC TO PROVIDE CONCORDIA
WITH AT LEAST A 2 WEEK NOTICE TO ALLOW US TO CONTACT THE SERVICE
COMPANIES TO VERIFY THAT ROUTES AND SERVICE LOCATIONS HAVE NOT
CHANGED. GC IS DIRECTED TO BID ON THESE PLANS AS SHOWN.
7. PROVIDE DAILY UPDATES TO PM UNTIL FINAL ELECTRICAL SERVICE IS EFFECTED.
SERVICE EQUIPMENT NOTES:
1. SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT TO
WITHSTAND RATING THAT IS EQUAL TO OR EXCEEDS THE MAXIMUM
AVAILABLE FAULT CURRENT AT THE SUPPLY TERMINAL. THE
INSTALLATION SHALL BE FREE FROM ANY SHORT CIRCUITS AND
GROUNDS.
2. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO
WITHSTAND 80 M.P.H. WIND SPEED, EXPOSURE C.
3. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH
PERMANENT ENGRAVED PLASTIC LABELS.
4. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED
IN THE COURSE OF ELECTRICAL WORK.
UTILITY COORDINATION NOTES:
1. IT SHALL BE THE GC'S RESPONSIBILITY TO COORDINATE WITH THE
PROPERTY OWNER & NECESSARY UTILITY COMPANIES FOR THE LOCATION
OF ALL EXISTING BELOW GRADE UTILITIES PRIOR TO BEGINNING
CONSTRUCTION SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS
ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES.
2. GC TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF
TEMPORARY AND PERMANENT POWER TO THE SITE. GC SHALL INCLUDE IN
THE BID ANY EXCESS FACILITY CHARGES ASSOCIATED W/ PROVIDING
ELECTRICAL SERVICE FROM LOCAL UTILITY COMPANY
3. GC TO CALL J.U.L.I.E. (800) 892-0123 48 HRS. PRIOR TO EXCAVATING FOR
UNDERGROUND UTILITY LOCATIONS. SURROUNDING EXCAVATED AREA
MUST BE PRIVATELY LOCATED FOR NONPUBLIC UTILITIES.
4. ALL CONDUITS & CONDUCTORS FURNISHED AND INSTALLED BY GC
UNLESS NOTED OTHERWISE.
5. SEE SINGLE-LINE DIAGRAM FOR UTILITY CONDUITS & CONDUCTOR SIZES.
CONDUIT MATERIAL SCHEDULE:
UNLESS NOTED OTHERWISE, ALL CONDUIT RUNS SHALL CONFORM TO THE
FOLLOWING :
1. ALL ABOVE GRADE, EXTERIOR CONDUITS SHALL BE RGS.
2. ALL BELOW GRADE HORIZONTAL CONDUITS SHALL BE PVC
3. ALL BELOW GRADE 3" Ø & 45" BENDS SHALL BE STEEL W/THREADED
CONNECTIONS.
4. ALL BELOW GRADE TO ABOVE GRADE RISERS SHALL BE STEEL W/THREADED
CONNECTIONS. 5. PVC SHALL BE SCH 40 .
ANY CONDUITS LOCATED UNDER NEW OR EXISTING TRAFFIC AREAS SHALL BE
MINIMUM SCH.80 CONDUIT.
6. HWGC SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN
CONTACT WITH EARTH, OR EXPOSED ABOVE GRADE.
7. EMT SHALL BE USED ONLY FOR INTERIORS RUNS AND SHALL HAVE
COMPRESSION TYPE FITTINGS.
8. SERVICE CONDUITS SHALL HAVE NO MORE THAN (3) -90° BENDS IN ANY SINGLE
RUN. THE GC SHALL PROVIDE PULL BOXES AS NEEDED WHERE CONDUIT
REQUIREMENTS EXCEED THESE CONDITIONS.
9. SERVICE CONDUIT SHALL BE AT A MINIMUM DEPTH OF 42".
10. ALL COAX, POWER AND TELEPHONE SYSTEM CONDUIT SHALL HAVE A MINIMUM
36" RADIUS SWEEPS TO EQUIPMENT, PULL BOXES, MONOPOLE, ETC., UNLESS
OTHERWISE NOTED, OR AS REQUIRED BY UTILITY COMPANIES.
MATERIALS NOTES:
ROUTE PVC SCH. 40 CONDUIT BELOW GRADE FROM THE DISCONNECT
TO LOAD CENTER -- ALL CONDUITS BELOW PAVED SURFACED SHALL BE
SCH. 80. ALL EXPOSED EXTERIOR CONDUITS SHALL BE RGS SCH. 40 AND
INTERIOR CONDUITS (I.E. ROOFTOPS) MAY BE SUBSTITUTED BY EMT.
TELCO SHALL BE 12-PAIR SHIELDED 24 AWG WIRE, ROUTE FROM THE
NEW SMART JACK AND JUNCTION BOX FRAME TO MODCELL CABINET.
GC IS RESPONSIBLE FOR COORDINATING & VERIFYING SERVICE
CONNECTION POINT AND TELCO DEMARC INSTALLATION
GC TO FURNISH & INSTALL NEW SERVICE GROUND @ METER LOCATION
IN COMPLIANCE WITH LOCAL ELECTRICAL, NEC & ELECTRICAL UTILITY
REQUIREMENTS. GC SHALL AT A MINIMUM INSTALL #6 AWG GROUND
WIRE CONNECTED TO A NEW 5/8" COPPER CLAD GROUND ROD
(1) 2" RIGID w/ (4) 12-PAIRS
TELCO & (2) PULL ROPE
(1) 1/2" CONDUIT w/ #6 AWG
SERVICE GROUND
(1) 4" RIGID w/ (4) 12 PAIRS
TELCO & (2) 1/4" PULL ROPE
G
F
RISER DIAGRAM LEGEND:
(1) 2" RIGID w/ (3) 3/Ø, (1) #4
AWG CU. THHN
(1) 2" RIGID w/ (3) 3/Ø, (1) #4
AWG CU. THHNC
D
E
6" WIDE UTILITY WARNING
TAPE (8" TO 12" BELOW
GRADE) ENTIRE LENGTH OF
TRENCH.
RESTORE SURFACE COURSE
AND BASE COURSE MATERIAL
ORIGINAL CONDITION
NATIVE SOIL, COMPACTED AS
REQUIRED TO PREVENT
SETTLEMENT
CRUSHED LIMESTONE
OR GRAVEL
3'
-
6
"
M
I
N
.
2 JOINT UTILITY TRENCH DETAIL
SCALE: N.T.S.
4"
12"
1'
-
0
"
ELECTRICAL CONDUIT
SEE DWG. E-2 FOR SIZE
TELCO CONDUIT
SEE DWG. E-2 FOR SIZE
SAND
SECTION FOR USE UNDER PAVEMENT
OR VEHICLE TRAFFIC AREAS
SECTION FOR USE UNDER GRASS
OR BARE GROUND AREAS
UTILITIES & CONTACT INFO
TELEPHONE :
ELECTRICAL:
AT&T
ROBERT BUGIELSKI
PHONE: 815-210-0329
RB5137@ATT.COM
COMMONWEALTH EDISON
ACCT#03710-77057
TOM PERKINS
PHONE: 630-723-2127
CELL: 847-894-7968
THOMAS.PERKINS@COMED.COM
NEW 10-FT
RIGID SLEEVE
ALONG NEW
POLE
RI
G
H
T
O
F
W
A
Y
L
I
N
E
GC TO FLAG
LOCATION OF
BURIED PIPE
TELCO CONDUIT
BY AT&T
ELECTRIC
CONDUIT BY
COMED
UTILITY DETAILS
E-3
5 3R BREAKER BOX PLAN VIEW DETAIL
SCALE: N.T.S.
10'-0"
3"Ø GALVANIZED STEEL
PIPE SCH. 40
NEW 12" DIA.
CONCRETE
SUPPORT PIERS
W/42" MIN. DEPTH
BELOW GRADE
UNISTRUT FOR
CONDUITS
NEW TELCO BOX
NEW 12" DIA. CONCRETE
SUPPORT PIERS W/42"
MIN. DEPTH BELOW
GRADE
3"Ø GALVANIZED STEEL
PIPE SCH. 40
10'-0"
12"
3'
-
6
"
M
I
N
.
O
R
F
R
O
S
T
L
I
N
E
6'
-
0
"
2"
METER &TELCO H-FRAME ( REAR ELEVATION VIEW ) 4 SCALE: N.T.S.
12"
NEW 3-GANG METER WITH
FUSIBLE DISCONNECT
"U" BOLT UNISTRUT
TO VERTICAL PIPES
TELCO CONDUIT FROM
TELCO SOURCE W/ 1/4" PULL
ROPE AND (3) 6 PAIR. (SEE
E-2 FOR CONDUIT SIZE)
12"X12" NEMA 3R
PULL BOX
TELCO SMARTJACK INSIDE
ENCLOSURE
36'' x 18'' x 3/4" TREATED
PLYWOOD BACKBOARD
P1000 UNISTRUT 1-5/8"
FOR CONDUIT SUPPORT
USE APPROVED
CONDUIT CLAMPS
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I SNEW 3-GANG METER WITH
FUSIBLE DISCONNECT
0'-0"± (AGL)
FINISHED GRADE
12"X12"X6" RAINPROOF
ENCLOSURE FOR TELCO;
FURNISHED & INSTALLED BY GC
GC TO SEAL AND CAULK
AROUND PULL BOX
GC TO SEAL
OPENING
(1) 2" DIA. STEEL CONDUIT
FURNISHED & INSTALLED BY GC
EQUIPMENT SHELTER
EXTERIOR WALL
TELCO SERVICE DETAIL
SCALE: N.T.S.2
1 ELECTRIC SERVICE DETAIL
SCALE: N.T.S.
FINISHED GRADE
0'-0"± (AGL)
EQUIPMENT
SHELTER
EXTERIOR WALL
(1) 2" DIA. STEEL
CONDUITS FURNISHED &
INSTALLED BY GC
GC TO SEAL AND
CAULK AROUND PULL
BOX
NEW LB BOX,
FURNISHED &
INSTALLED BY GC
GC TO SEAL
OPENING
FEMAIL CONNECTOR
FURNISHED & INSTALLED BY GC
(1) 2" DIA. SCH 40 PVC
CONDUITS FURNISHED &
INSTALLED BY GC(1) 2" DIA. SCH 40 PVC
CONDUIT FURNISHED &
INSTALLED BY GC
FEMAIL CONNECTOR
FURNISHED & INSTALLED BY GC
UTILITY RACK ELEVATION DETAIL 3 SCALE: N.T.S.
NEW 12" DIA.
CONCRETE
SUPPORT PIERS
W/42" MIN. DEPTH
BELOW GRADE
3"Ø GALVANIZED
STEEL PIPE SCH. 40
NEW 200A
POWER METER
3"
C
L
E
A
R
A
N
C
E
3'
-
6
"
M
I
N
.
O
R
F
R
O
S
T
L
I
N
E
12"
2"
TELCO CONDUIT TO
EQUIPMENT SHELTER
(SEE E-1 SHEET FOR
CONDUIT SIZE)
ELEC. CONDUIT FROM
UTILITY SERVICE
POINTS (SEE SHEET E-1
FOR CONDUIT SIZE)
ELEC. CONDUIT TO
EQUIPMENT SHELTER ( SEE
SHEET E-1 FOR CONDUIT SIZE)
EG-1
SITE GROUNDING PLAN
1 ENLARGED SITE GROUNDING PLAN
SCALE: N.T.S.
W
N W
S
W
S
E
N
E
N
SE PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
FUTURE CONNECTION (10 FT.)
CADWELD OR U.S. CELLULAR APPROVED CONNECTION
GROUND BAR
SYMBOLS LEGEND:
GROUND WIRE (ABOVE GRADE)
GROUND WIRE (BELOW GRADE)
XIT GROUND ROD
SPARE GROUND WIRE FOR
GROUND ROD WITH ACCESS
GROUND ROD
(TEST WELL)
5/8" Ø X 10'-0" LONG COPPER CLAD GROUND ROD
NEW GROUND RING ( MIN. 20-FT LONG): #2 AWG SOLID, TINNED
BARE COPPER WIRE INSTALLED MIN. 2-FT APART FROM
FOUNDATION EDGE
2
KEY NOTES:
1
MECHANICAL CONNECTION
2
TYP.
1
3
12
24
6
7
8
9
10
11
27
13
14
25
16
17
18
19
21
23
22
15
10" DIA. GROUND SYSTEM TEST WELL3
4 NEW TOWER GROUND RING: #2 AWG SOLID, TINNED
BARE COPPER GROUND WIRE
5 #2 SOLID, TINNED BARE COPPER GROUND WIRE FROM TOWER
BASE TO NEW GROUND RING ( 2 REQUIRED).
6 LOWER TOWER COPPER GROUND BAR
(2) #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM
LOWER TOWER GROUND BAR TO NEW GROUND RING7
8 UPPER TOWER COPPER GROUND BAR
4/0 AWG GREEN STRANDED GROUND WIRE FROM UPPER
TOWER GROUND BAR TO TOWER STEEL9
MASTER GROUND BAR (MGB)10
(2) #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE
FROM MASTER GROUND BAR TO NEW GROUND RING11
12 RF GROUND BAR (RGB)
2/0 AWG GREEN STRANDED GROUND WIRE FROM MASTER
GROUND BAR TO RF GROUND BAR13
EXTERNAL GROUND BAR (EGB)14
(2) #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE
FROM EXTERNAL GROUND BAR TO NEW GROUND RING15
16 TELCO GROUND BAR
17 2/0 AWG GREEN STRANDED GROUND WIRE FROM MASTER GROUND
BAR TO TELCO GROUND BAR
#6 AWG (MIN.) SOLID, TINNED BARE COPPER GROUND
WIRE FROM ICE BRIDGE TO ICE BRIDGE POST.18
19 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE, BOND ICE
BRIDGE POST W/ VS TYPE CADWELD. (1 PER POST REQUIRED).
TYP.
TYP.
TYP.
TYP.
20
26
TYP.
TYP.
#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM
FENCE POST TO NEW GROUND RING
21 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM
H-FRAME POST TO NEW GROUND RING
22 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM
TELCO BOX TO NEW GROUND RING
23 #6 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM
METER SOCKET TO ISOLATED GROUND ROD
24 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE WITH
2-HOLE LUG FROM HVAC UNIT TO NEW GROUND RING
25 #6 AWG STRANDED GREEN COPPER GROUND WIRE FROM
GROUNDING KIT TO EGB ( TYPICAL ALL CABLES)
26 #4 AWG STRANDED GREEN COPPER GROUND WIRE FROM
MGB TO CABLE RACKS
27 #4 AWG STRANDED GREEN COPPER GROUND WIRE FROM
MGB TO CABINETS
GROUNDING NOTES:
1. NEW GROUND RING , GROUND RODS AND TEST WELL SHALL BE INSTALLED
MIN. 42" BELOW GRADE, OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER
2. GROUND RODS SHALL BE EXOTHERMICALLY WELDED OR COMPRESSION
CRIMPED AND INSTALLED AT THE APPROPRIATE SPACING WHICH SHALL NOT BE
LESS THAN 10' AND SHALL NOT EXCEED 15'
3. WHEN ALTERNATE OR MULTIPLE GROUND RINGS ARE USED, RINGS SHALL BE
EXOTHERMICALLY OR COMPRESSION CRIMPED TO EACH OTHER IN AT LEAST
TWO PLACES
4. ALL METALS WITHIN 6-FT OF THE RING SHALL BE BONDED TO THE RING
5. ALL BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC OR COMPRESSION
CRIMPED USING BURNDY HYGROUND OR T&B SYSTEMS
6.CHEMICAL TREATMENT USING BENTONITE, GRAPHITE, CONDUCTIVE
CONCRETE, ETC. IS REQUIRED IN ORDER TO ACHIEVE DEFINED RESISTIVE
VALUES
7. COAX CABLES SHALL BE GROUNDED TO ALL TOWER GROUND BARS (TGB)
8. EACH TGB SHALL BE EXOTHERMICALLY WELDED TO THE TOWER. TGB
MECHANICAL CONNECTION IS ALLOWED WHEN THERE ARE SAFETY CONCERNS
BY THE TOWER CREWS PERFORMING THE WELDS ON THE TOWER; TOP TGB
SHALL BE BONDED DIRECTLY TO THE TOWER DIAGONALLY BELOW ANTENNAS
9. FOR TOWERS 300-FT AND TALLER A MIDDLE GROUND BAR IS REQUIRED
10. THE EXTERNAL GROUND BAR (EGB) SHALL BE MOUNTED ON ISOLATED
STANDOFFS BELOW THE WAVE GUIDE ENTRY PLATE
11. ALL COAX CABLES SHALL BE GROUNDED TO THE EGB BEFORE ENTERING
THE EQUIPMENT BUILDING
12. AFTER ENTERING THE BUILDING ALL COAX CABLES SHALL HAVE RF SURGE
PROTECTION; ALL SURGE ARRESTORS (INCLUDING THE GPS ARRESTOR) SHALL
BE INSTALLED ON TRAPEZE BRACKET
*
*
*
*
*
*- ITEM SUPPLIED WITH EQUIPMENT SHELTER
GROUND KIT
(TYP. ALL
CABLES)
13. ALL AC POWER ENTERING THE BUILDING SHALL HAVE SURGE PROTECTORS
CONNECTED TO THE MGB
14. ALL GROUNDING HARDWARE, INSIDE AND OUTSIDE EQUIPMENT BUILDING
SHALL BE STAINLESS STEEL WITH 2-HOLE LUGS
15. FENCES SHALL BE GROUNDED TO THE EXTERNAL GROUND RING AT EACH
CORNER
16. ALL ACCESS GATES SHALL BE BONDED TO MAIN FENCE ASSEMBLY BY A
METAL STRAP
17. LIGHTNING AIR TERMINALS SHALL BE MIN. 2-FT ABOVE THE TALLEST
ANTENNA AND EXOTHERMICALLY BONDED OR BOLTED TO TE TOWER
18. ALL GROUNDING MATERIALS AND HARDWARE SHALL BE FURNISHED AND
INSTALLED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTES
28
TYP.
5
TYP.
4
28 #2 AWG STRANDED WIRE w/BLACK JACKET FROM
FENCE GATE TO FENCE POST
20
TYP.
GROUNDING RISER
DIAGRAM
EG-2GROUNDING RISER DIAGRAM
SCALE: N.T.S.1
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
CADWELD OR U.S. CELLULAR APPROVED CONNECTION
GROUND BAR
SYMBOLS LEGEND:
GROUND WIRE (ABOVE GRADE)
GROUND WIRE (BELOW GRADE)
1/2" PVC CONDUIT
MECHANICAL CONNECTION
CADWELD OR MECHANICAL CONNECTION
GROUND ROD
NOTE:
THIS IS A RAISER DIAGRAM ONLY, SEE SHEET EG-1
FOR GROUNDING LAYOUT AND SHEETS EG-3 AND
EG-4 FOR GROUNDING DETAILS.
REFER TO CELLXION DRAWINGS FOR GROUNDING
PLAN AND DETAILS INSIDE EQUIPMENT SHELTER
NOTE:
(1) ANTENNA PER SECTOR HAS
BEEN SHOWN FOR CLARITY. SEE
SHEET A-4 FOR ACTUAL NUMBER
OF PROPOSED ANTENNAS
SECTOR A SECTOR B SECTOR C
EG-3
GROUNDING DETAILS
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
4" X 20" X 1/4" TINNED INSULATED COPPER
GROUND BAR ATTACHED TO EQUIPMENT
SHELTER FURNISHED & INSTALLED BY GC
#2 SOLID, TINNED BARE COPPER GROUND
WIRE FROM EXTERNAL GROUND BAR TO
GROUND RING ( 2 REQUIRED)
(1) 1/2" DIA. PVC CONDUIT FOR GROUND
WIRE FURNISHED & INSTALLED BY GC
COAX CABLE GROUNDING KIT
(TYP. ALL CABLES) FURNISHED
& INSTALLED BY GC
HATCH PLATE AND ICE BRIDGE GROUNDING DETAILS
SCALE: N.T.S.1
MGB GROUNDING DETAIL
SCALE: N.T.S.3
MASTER GROUND BAR
SUPPLIED WITH SHELTER
#2 AWG SOLID, TINNED
BARE COPPER GROUND
WIRE TO GROUND RING
FURNISHED & INSTALLED
BY GC
(1) 1/2" DIA. PVC CONDUIT W/
(1) NON-METALIC PIPE
STRAP FURNISHED &
INSTALLED BY GC
HVAC GROUNDING DETAIL
SCALE: N.T.S.4
#2 SOLID, TINNED BARE
COPPER GROUND WIRE W/
LUGS TO GROUND RING
FURNISHED & INSTALLED BY GC
HVAC UNIT/EXTERIOR
METALIC COMPONENTS
(1) 1/2" DIA. PVC CONDUIT W/
(1) NON-METALIC 'C' CLAMP
FURNISHED & INSTALLED BY
GC
FINISHED GRADE
FINISHED GRADE
MAIN LINE
COAX CABLE
GPS SURGE
ARRESTOR "NTI"
RDP SERIES
GPS JUMPER
MAINLINE
SURGE
PROTECTION
JUMPER CABLE
TO RADIO
3/8" ALL THREAD
ROD (TYP. OF 2)
2/0 AWG GREEN
STRANDED GROUND
WIRE TO MASTER
GROUND BAR
-SUPPLIED WITH
SHELTER
INSULATOR
RF GROUND BAR-
SUPPLIED WITH
SHELTER
SHELTER
CABLE PORT
NOTE:
PROVIDE MIN. 12" BEND RADIUS ON
ALL GROUNDS, PROVIDE SMOOTH
SWEEPING BENDS
2 INTERIROR CABLE PORT
SCALE: N.T.S.
#6 AWG STRANDED INSULATED
GROUND WIRE FROM
GROUNDING KIT TO GROUND
BAR ( TYPICAL ALL CABLES);
FURNISHED & INSTALLED BY GC
#6 AWG GREEN STRANDED GROUND WIRE
FROM EGB TO HATCH PLATE
COAX CABLE
SURGE ARRESTOR
TRAPEZE RACK w/(3)
ALUMINUM PLATES AND
(2) 3/8" THREADED ROD,
NUTS & WASHERS (SEE
DETAIL 2/EG-3)
UNUSED PORT HOLES TO BE SEALED WITH
SUPPLIED COVERS WITH STAINLESS STEEL
PIPE CLAMPS FURNISHED & INSTALLED BY
GC
RF GROUND
BAR-SUPPLIED WITH
SHELTER
GROUND WIRE TO
MGB
(SEE DETAIL 2/EG-3)
#6 (MIN.) AWG SOLID,
TINNED BARE COPPER
GROUND WIRE FROM ICE
BRIDGE TO ICE BRIDGE
POST.
#2 AWG SOLID, TINNED BARE COPPER
GROUND WIRE, BOND ICE BRIDGE
POST W/ VS TYPE CADWELD. (1 PER
POST REQUIRED).
#2 AWG GREEN
INSULATED GROUND
WIRE FROM TRAPEZE
RACK TO RF GROUND
BAR (TYP.)
VIEW OF INTERIOR CABLE PORT
VIEW OF EXTERNAL GROUND BAR
#2 SOLID, TINNED BARE
COPPER GROUND
WIRE TO GROUND RING
CADWELD
CONNECTION
NEW GROUND RING
1-1/4" PVC PENETRATION BY
SHELTER MFR
(2) #6 AWG GREEN
STRANDED
GROUND WIRE
FROM EGB TO
HATCH PLATE
#6 AWG STRANDED
INSULATED GROUND
WIRE FROM
GROUNDING KIT TO
EGB
( TYPICAL ALL
CABLES); FURNISHED
& INSTALLED BY GC
GROUNDING KIT TO
( TYPICAL ALL
CABLES); FURNISHED
& INSTALLED BY GC
S/S NUT
STANDARD LUG CONNECTION OF GROUND LEADS TO GROUND BAR DETAIL
SCALE: NTS5
S/S BELLEVILLE WASHER
S/S FLAT WASHER
SHEILD BEFORE MATING.
1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING
BELLEVILLES. COAT ALL SURFACES WITH KOPR-
TOOTH WASHER BETWEEN LUG AND STEEL. COAT
ALL SURFACES WITH KOPR-SHEILD.
2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON
NOTES:
COPPER BUSS
S/S FLAT WASHER
S/S BOLT (1 OF 2)
STANDARD GROUND BAR DETAIL
SCALE: NTS
1- GROUND BUSS BAR, 1/4"X 4"X 20", CONFIRM w/USC PROJECT
MANAGER THE APPROVED BUSS MFR. HOLE CENTERS TO
MATCH NEMA DOUBLE LUG CONFIGURATION
2- INSULATORS, CONFIRM THE APPROVED BUSS MFR. w/USC
3- 5/8" LOCKWASHERS, CONFIRM w/USC THE APPROVED BUSS
MFR. (NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR
EQUIVALENT)
4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT
NO. A-6056 OR APPROVED EQUIVALENT (CONFIRM w/USC THE
APPROVED BUSS MFR.)
5- 5/8-11 X 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT NO.
3012-1 OR APPROVED EQUIVALENT (CONFIRM w/USC THE
APPROVED BUSS MFR.)
1
LEGEND
"1
"2
STANDARD CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE
SCALE: NTS
#6 AWG STRANDED COPPER GROUND
WEATHERPROOFING KIT
CABLE GROUND KIT
TO GROUND BAR.
NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND
AND ALWAYS DIRECT GROUND WIRE DOWN
(STANDARD ANDREW GROUNDING KIT)
WIRE (GROUNDED TO GROUND BAR)
2 1/2" DIA.
6
MAX.
ANDREW #221213
ANTENNA CABLE
EG-4
GROUNDING DETAILS
LOWER TGB
SCALE: NTS2
#2 AWG TO NEW
GROUND RING
#6 AWG FROM
COAX CABLE
GROUND KIT
PLANO EAST
#8831654
8831654
DRAWN BY:
PROJECT NO:
PS
GMS, TPAPPROVED BY:
ITASCA, ILLINOIS 60143
SUITE 800
ONE PIERCE PLACE
OFFICE: (630) 773-1600
FAX: (630) 285-1580
1947 US HWY 34
505 E. GOLF ROAD
ARLINGTON HEIGHTS,IL 60005
MAIN: (847) 981-0801
ONCORDIA WIRELESS, INC.C
CHECKED BY:RH
CHECKED BY:GMS
YORKVILLE, IL 60560
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
Reverse-Engineer or Replicate Any Parts of These
Group Of Companies. Do Not Copy, Reproduce,
These Documents/Drawings Are Produced by and
(C) Concordia 2001-2010, Copyright Notice:
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
Are Therefore The Intellectual Property of Concordia
SUITE D & E
U.s. Cellular
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
GH A Z W A N M.S
A
D
A
T
ILLI N O I S
UPPER TGB
SCALE: NTS3
4/0 AWG GROUND
WIRE TO TOWER
STEEL
#2 AWG TO COLLECTOR
GROUND BARS (1 PER
SECTOR)
COLLECTOR GROUND BAR
SCALE: NTS4
#2 AWG TO UPPER
TOWER GROUND
BAR
#6 AWG FROM
COAX CABLE
GROUND KIT
STANDARD GROUND INSPECTION WELL
SCALE: NTS
LOOP AS LARGE AS
POSSIBLE TO AVOID
SHARP BEND
GROUND ROD COPPERWELD
5/8" DIA. X 10'-0" LONG
RING GROUND
#2 AWG BCW
1
CLEAN SAND FILL
CABLE TO ROD
CONNECTOR
BURNDY TYPE GAR
#2 AWG BCW
PIGTAIL
GRADE
6
"
B
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Northeastern Illinois Regional Water Supply/Demand Plan
GO TO 2040
Comprehensive
Regional Plan
DRAFT
Public Comment Period: June 11 to August 6, 2010
DRAFT GO TO 2040 Plan Page 1 Executive Summary
Executive Summary
A draft of the GO TO 2040 plan is available for public comment between June 11 and August 6,
2010. This Executive Summary is meant to guide the reader through the plan, which covers a
wide range of issues, from transportation finance to open space preservation to workforce
development.
The Executive Summary describes GO TO 2040’s approach to each of the plan’s chapters, with
links to specific sections of the full plan. Following this chapter, the Introduction and a chapter
on Challenges and Opportunities will familiarize readers with the purpose of the plan and the
major issues that it seeks to address. The remainder of the plan presents and explains its
recommendations for action. The recommendation sections are “modular” -- that is, each
section stands on its own -- so the reader can choose from among these with no fear of reading
out of sequence.
CMAP thanks you for your review of this document and invites your input during t he public
comment period. See the following page for dates and locations of open houses, which will
feature a short plan overview presented by staff of the Chicago Metropolitan Agency for
Planning (CMAP), followed by a question-and-answer period. At these meetings and at
http://www.cmap.illinois.gov/policy/transportation.aspx, CMAP will also present its
Transportation Improvement Program (TIP) for FY 2010 to 2015 and results of the regional Air
Quality Conformity Analysis.
Residents may also submit comments on the GO TO 2040 website (http://www.goto2040.org),
by email to info@cmap.illinois.gov, by fax to 312-454-0411, or by postal mail to CMAP, ATTN:
GO TO 2040 Comments, 233 S. Wacker Dr., Suite 800, Chicago, IL, 60606. For more information
or assistance, contact CMAP at 312-454-0400.
DRAFT GO TO 2040 Plan Page 2 Executive Summary
GO TO 2040 Draft Plan Public Meeting Schedule
June 15, 2010, 6:00 to 8:00 p.m.
DuPage County
DuPage County Government Center Auditorium
421 N. County Farm Road
Wheaton, IL 60187
June 22, 2010, 6:00 to 8:00 p.m .
Lake County
Lake County Central Permit Facility
Main Conference Room, 2nd Floor
500 W. Winchester Road
Libertyville, IL 60048
June 23, 2010, 6:00 to 8:00 p.m.
Will County
Will County Office Building
County Board Room, 2nd Floor
302 N Chicago Street
Joliet, IL 60432
June 29, 2010, 6:00 to 8:00 p.m.
Kendall County
Kendall County Health Department
811 W. John Street
Yorkville, IL 60560
July 13, 2010, 6:00 to 8:00 p.m.
McHenry County
Woodstock Public Library
414 W. Judd Street
Woodstock, IL 60098
July 20, 2010, 6:00 to 8:00 p.m.
West Central Cook
Cicero Community Center
2250 S. 49th Avenue
Cicero, IL 60804
July 21, 2010, 6:00 to 8:00 p.m.
Kane County
Kane County Government Center
719 S. Batavia Avenue
Geneva, IL 60134
July 27, 2010, 6:00 to 8:00 p.m.
South West and South Cook
Moraine Valley Community College
Fogelson Theater
9000 W. College Parkway
Palos Heights, IL 60465
July 29, 2010, 6:00 to 8:00 p.m.
North West/North Central Cook
Arlington Heights Public Library
500 N. Dunton Avenue
Arlington Heights, IL 60004
August 3, 2010, 6:00 to 8:00 p.m.
Chicago/Cook
CMAP Offices
Cook County Room
233 S. Wacker Drive, Suite 800
Chicago, IL 60606
DRAFT GO TO 2040 Plan Page 3 Executive Summary
About CMAP and the GO TO 2040 Plan
In 2005, with support from local officials and other stakeholders in northeastern Illinois, the
Illinois General Assembly formed CMAP to integrate planning of land use and transportation
for the seven counties. In addition to that State of Illinois mandate, CMAP is designated by the
U.S. Government as the region’s Metropolita n Planning Organization (MPO), responsible for
reviewing and approving projects that use federal transportation dollars. The agency’s
planning responsibilities also include housing, economic development, open space, the
environment, and other quality-of-life issues.
GO TO 2040 is the region’s official comprehensive plan, intended to help the many communities
of metropolitan Chicago face challenges that are strikingly similar but seldom ide ntical.
Implementing the plan’s recommendations will help secure sustainable prosperity for this
generation and for generations to come. Recognizing that “business as usual” is not acceptable,
stakeholders and decision makers across northeastern Illinois have partnered with CMAP to
develop GO TO 2040 as the region’s response to its challenges. The plan builds on three years
of work, including goal-setting, technical analysis and research, public engagement, and
development of shared priorities. The agency’s committee members and many partner
organizations played a significant role along the way in developing the plan’s recommended
policies and investments.
The summer of 2010 is the public’s final chance to comment on GO TO 2040 before the
comprehensive regional plan is complete. When the comment period concludes, CM AP staff
will incorporate that feedback as needed before presenting the revised plan to the CMAP Board
and MPO Policy Committee for approval in October 2010. At that point, the agency’s full
attention and energy will shift to the task of leading the regional effort to implement GO TO
2040’s recommendations.
More details on the mission of CMAP and the process of developing GO TO 2040 are in the Introduction
chapter, which is on page 17 of the plan and available for download here.
About the Challenges and Opportunities Chapter
The purpose of GO TO 2040 is to build on the region’s assets, identify its shortcomings, and
recommend actions that will help enhance and sustain the region’s economic vitality and gl obal
competitiveness. The plan’s chapter on Challenges and Opportunities serves as a preview of
the subsequent chapters’ four main themes and their recommendation sections.
As we look forward to 2040, the metropolitan Chicago area is poised to prosper i n an
increasingly interconnected world. Our region is among the nation’s few global economic
centers, and assets include our diverse mix of industries, our vast physical infrastructure and
open space, our preeminent educational and cultural institutions, and our network of unique,
identifiable communities.
DRAFT GO TO 2040 Plan Page 4 Executive Summary
These assets also come with tremendous challenges. Job growth in the region has largely
stagnated, and there is evidence that the region is not attracting and retaining the kinds of
businesses it needs to remain competitive. The quality of our transportation system has fallen
behind other places across the globe, many of which have invested significantly to create
modern, world-class systems. Serious, systematic inequities persist in access to the region’s
assets, such as good schools, decent jobs, safe and healthy neighborhoods, and stable housing .
Environmental challenges such as climate change, water supply and quality, and loss of
biodiversity will have widespread negative consequences if not addressed proactively. The
recommendations of GO TO 2040 address these challenges and create opportunities to build a
more prosperous, sustainable region.
This full chapter is on page 25 of the plan and is available for download here.
About the GO TO 2040 Theme Chapters and
Recommendation Sections
Based on the region’s existing challenges and opportunities, the GO TO 2040 plan contains 12
high-priority recommendation sections, organized by four theme chapters.
Livable Communities
Achieve Greater Livability Through Land Use and Housing
Manage and Conserve Water and Energy Resources
Expand and Improve Parks and Open Space
Promote Sustainable Local Food
Regional Mobility
Invest Strategically in Transportation
Increase Commitment to Public Transit
Create a More Efficient Freight Network
Human Capital
Improve Education and Workforce Development
Support Economic Innovation
Efficient Governance
Reform State and Local Tax Policy
Improve Access to Information
Pursue Coordinated Investments
Each recommendation section includes Implementation Action tables that describe strategic
steps that are needed to implement GO TO 2040 in each of these areas. In addition, the Regional
Mobility section includes an overview of the capital investments that GO TO 2040 recommends.
DRAFT GO TO 2040 Plan Page 5 Executive Summary
Beyond these high-priority recommendations, there are many other actions that units of
government, nonprofit groups, businesses, or even privat e individuals can take that support the
principles of GO TO 2040. Examples of these are presented in the Context and Best Practices
chapter, which emphasizes that implementation of GO TO 2040 requires supporting actions
across a variety of groups, ranging from the individual resident or business to the federal
government.
About the Livable Communities Chapter
This chapter of GO TO 2040 addresses the need to plan more effectively for the livability of
communities across the region’s seven counties. Recommendation areas include land use and
housing, energy and water conservation, parks and open space, and local food.
“Livability” is an important concept that is used extensively throughout the plan, but defi ning it
is a challenge simply because people’s values and priorities are so diverse. However, when
residents across the region describe their values and priorities, certain commonalities of
livability emerge. Livable communities are healthy, safe, and wa lkable. Livable communities
offer transportation choices providing timely access to schools, jobs, services, and basic needs.
Livable communities are imbued with strength and vitality, features which emerge from
preserving the unique characteristics that give our diverse communities “a sense of place.”
Achieve Greater Livability Through Land Use and Housing
This section is intended to help and encourage local governments to apply principles of
livability when they make development decisions in their communities. The implementation of
these principles will vary across the region, requiring sensitivity to the unique context of each
community. CMAP upholds the long-standing Illinois tradition of local control over zoning
and land decisions. Yet, within that framework exist many opportunities for collaborative
planning across jurisdictions in pursuit of common goals.
The building blocks of local planning are comprehensive plans, consistent ordinances and other
regulations, and trained decision-makers, and GO TO 2040 recommends a number of actions
that help local governments to strengthen each of these. The plan recommends that CMAP and
its regional partners should offer technical assistance to communities that seek to implement
principles of livability. This technical assistance should be supplemented with grants for local
planning or ordinance updates through a streamlined grant program that combines several
existing funding sources. GO TO 2040 also recommends the creation of a dedicated source of
funding that can be used for infrastructure investments that help to implement local plans.
The plan recognizes the value of collaboration between communities to develop solutions for
common problems. Councils of Government (COGs) and counties should play a significant role
in encouraging and facilitating local collaboration, with CMAP and other regional agencies
acting in support. GO TO 2040 includes a particular focus on the interrelationship of
DRAFT GO TO 2040 Plan Page 6 Executive Summary
transportation, land use, and housing, and encourages local governments to plan for these
systems in an integrated way.
This full section begins on page 46 of the plan and is available for download here.
Manage and Conserve Water and E nergy Resources
Water and energy resources play an obvious, yet often overlooked, role in sustaining economic
prosperity and environmental health in our seven-county region. Though Lake Michigan
provides clean, inexpensive water, the lake’s capacity to se rve the region’s need is not limitless.
Other parts of the region that rely on groundwater face increasing expenses and environmental
side effects. Likewise, spikes in price for natural gas and gasoline in recent years serve as a
reminder that current energy resources are finite and that their cost will increase as they grow
scarcer. Climate change is among the top environmental threats confronting the planet, and is
highly related to our use of energy. For these reasons, conservation of energy and wate r is a top
priority for GO TO 2040, and it makes recommendations for conservation of both resources.
The plan also recognizes the nexus between water and energy (i.e., the processing of water uses
energy, and the production of energy uses water, so conservation is mutually supportive).
The plan’s approach to energy conservation is based on the fact that most energy in the region
is generated to heat, cool, and power homes and businesses, with the transportation system also
being a major consumer of energy. GO TO 2040 recommends programs to retrofit buildings for
increased energy efficiency, and recommends that local governments and developers maximize
the energy efficiency of new buildings. The plan focuses primarily on actions that can be taken
locally or regionally, but also calls for increased leadership by the federal government in
addressing national issues such as climate change.
GO TO 2040 also recommends a number of actions to better conserve and manage water
resources, including a variety of water conservation measures such as using more efficient
appliances in homes or using full cost water pricing by utilities. Integrating water conservation
goals with land use planning is recommended, and it involves preserving open space in aquifer
recharge areas and using green infrastructure to manage stormwater, among other activities.
Finally, recommendations include shifting groundwater dependent communities to surface
water supplies and consolidating some of the region’s water utilities.
This full section begins on page 71 of the plan and is available for download here.
Expand and Improve Parks and Open Space
The region’s network of open space is a major asset. Ac cess to parks and open space is part of
what makes up quality of life, and open space also has a crucial role in flood protection, public
health, drinking water supply and quality, and adaptation to climate change. GO TO 2040
recommends maintaining and improving our existing assets, and also making significant,
criteria-based investments in expanding parks and open space.
DRAFT GO TO 2040 Plan Page 7 Executive Summary
The GO TO 2040 plan’s approach to expanding our parks and open space is three -fold. First,
the region should provide more parks in developed areas to increase park accessibility and
equity. The total acreage required for new parks is not extremely high, but it is challenging to
provide land in already developed places where it is needed most , and the region should work
to provide all residents with at least a minimum standard of park access by 2040. Second, the
region should preserve the most important natural areas in the seven counties as conservation
open space. An additional 150,000 acres of land should be preserved across the region over the
next 30 years through a collaborative and multi-organizational, public-private approach. The
goal is to conserve, through coordinated investment, a network of land and water -- the green
infrastructure network -- that follows waterway corridors, expands existing preserves, and
creates new preserves in the region. And finally, the region should provide functional
connections, or greenways, between parks and preserves for both recreational use and
ecosystem function.
This full section begins on page 106 of the plan and is available for download here.
Promote Sustainable Local Food
“Local foods” are products available for direct human consumption that are grown, processed,
packaged, and distributed within our seven counties or adjacent regions. GO TO 2040 includes
recommendations that emphasize the important opportunities presented by local production of
food. The benefits are many, including the preservation of farmland and the inclusion of
agriculture in urban settings from which it is usually absent . A local food system can include a
variety of production options, from backyard and community gardens to commercial farms and
combinations in between.
In addition to production, equitable access to fresh, nutritious, and affordable food is also an
important GO TO 2040 emphasis. The plan calls for eliminating “food deserts”(areas in the
region without nearby retail outlets that carry fresh food), linking ant i-hunger programs to local
food production, and increasing public awareness of the role that access to fresh, nutritious
food plays in residents’ health.
This full section begins on page 133 of the plan and is available for download here.
About the Regional Mobility Chapter
This chapter of GO TO 2040 addresses the movement of people and goods within the region.
Recommendation areas include transportation finance, public transit, and freight. Major
transportation capital projects are also be covered in this section.
Invest Strategically in Transportation
Our vast transportation network is key to the region’s prosperity, but it has fallen behind other
industrialized parts of the world, many of which have invested significantly to create, operate,
and maintain modern, world-class systems. The GO TO 2040 plan calls for the federal
DRAFT GO TO 2040 Plan Page 8 Executive Summary
government, the State of Illinois, transit agencies, and local governments to develop innovative
financing to support a world-class transportation system for this new century. Transportation
user fees should better reflect the true costs to congestion, which include lost time and fuel,
decreased productivity, inefficient freight movements, and pollution. Implementation of
congestion pricing on various parts of the transportation network will enhance mobility and
also help to fund needed improvements. Certain existing revenue sources like the federal and
state gas tax should be bolstered to bring a halt to the continuing declines in their purchasing
power. At the same time, alternatives to traditional financing mechanisms must be explored
now to prepare for vehicles’ becoming more fuel -efficient over time.
Investments should be prioritized more effectively at every level of government, with particular
emphasis on achieving regional objectives. Funds for transportation need to be allocated more
wisely, using performance-driven criteria rather than arbitrary formulas. Transportation
implementers should prioritize efforts to maintain and modernize the existing system.
Expensive new capacity projects should be built only if they yield benefits that outweigh their
costs.
The region needs to unite around its transportation priorities, particularly regarding the
construction of major capital projects recommended in GO TO 2040, which have been carefully
evaluated to improve operations, access, and mobility. The “fiscally constrained” major capital
projects, as required by federal regulations, have the highest priority to move toward
completion. The high-priority major capital projects include a balance of transit, highway, and
multimodal projects distributed throughout the region. Several themes can be seen in the
prioritization of fiscally constrained projects. First, there are few “new” projects or extensions.
The majority of the high-priority projects involve improvements to existing facilities. Second,
there are a number of “managed lanes” projects or multimodal corridors. These are envisioned
to incorporate advanced tolling strategies such as congestion pricing, transit alternatives like
Bus Rapid Transit (BRT), or special accommodations for truck travel. Third, there is
considerable public investment in transit. These priorities are consist ent with the direction of
GO TO 2040, which calls for investment in the existing system, use of innovative transportation
finance methods, support for freight, and a focus on improving the public transit system. The
projects that our region should pursue between now and 2040 are described in this section.
This full section begins on page 152 of the plan and is available for download here.
Increase Commitment to P ublic Transit
GO TO 2040 seeks a world-class transit system in our region, making transit the preferred travel
option for as many of the region’s residents as possible. This requires attention to not only how
transit operates, but how it is perceived. A system that functions well, with on-time and
frequent service and seamless connections between modes, is a necessity. But so are features
that make transit attractive, such as clean stations, modern transit vehicles, clear information,
and easy pedestrian access. A strong transit system provides many benefits to our region; it
provides alternatives to congested roads, reduces energy consumption and air pollution,
DRAFT GO TO 2040 Plan Page 9 Executive Summary
supports reinvestment in nearby areas, and saves households the cost of owning and operating
a car.
But to achieve these benefits, the financial issues facing the transit system must be solved. The
region has not been investing enough in transit, leading to maintenance backlogs, and recently,
service cuts. Additional funding is needed, and GO TO 2040 recommends implementing
congestion pricing and increasing the state gas tax, and devoting a portion of the new revenue
to transit. Rapid cost increases have been a problem for transit in recent years, and this too
needs to be addressed to achieve a world-class transit system.
Land use planning and small-scale infrastructure improvements to support transit are a critical
part of successful transit. GO TO 2040 supports transit oriented development (TOD), and seeks
to broaden the definition of transit-supportive land use beyond areas around train stations; in
considering transit -supportive land use, the plan includes support for bus service as well as rail.
The plan recommends the expansion of funding and incentive programs to support transit -
supportive local planning.
This full section begins on page 199 of the plan and is available for download here.
Create a More Efficient Freight Network
Freight is a national, interstate commerce issue, and its efficient movement requires an
interconnected system throughout our nation. GO TO 2040 calls upon the federal government to
develop a vision, a plan, and funding to address freight nationwide. State, regional, and l ocal
actions are also needed to improve the efficiency of our freight system.
GO TO 2040 calls for the full funding and implementation of the Chicago Region Environmental
and Transportation Efficiency (CREATE) program. CREATE is a public-private effort to make
strategic rail improvements by reducing freight bottlenecks and raising operating speeds. In
doing so, the project improves the economic competitiveness of the region’s manufacturing and
transportation industries.
Most freight moves by truck, so a serious effort to confront excessive Chicago-area shipping
costs needs to address truck transportation issues. A program of truck transportation
improvements, primarily operational rather than capital in nature, should be pursued to
address the Chicago region’s truck system issues.
To organize and improve public policy relating to freight, the region should explore creation of
a self-financed Regional Freight Authority, with the ability to finance freight system capital
improvements and to address public policy issues, including community impacts such as
delays, safety, and noise.
This full section begins on page 220 of the plan and is available for download here.
DRAFT GO TO 2040 Plan Page 10 Executive Summary
About the Human Capital Chapter
This chapter of GO TO 2040 addresses the diverse factors that shape the region’s workforce and
business environment. It includes recommendations on innovation, education, and workforce
development.
Improve Education and Workforce Development
The quality of our workforce is one of the most important factors driving the region’s future
prosperity. Unfortunately, student achievement and overall educational attainment in our
region are lacking and in many cases getting worse. Acc ess to high-quality educational
opportunities remains inequitable, and our workforce development systems are complex and
often not designed with employers’ needs in mind. GO TO 2040 recommends that the region’s
education and workforce development systems be improved to create a high-quality labor force
for our future. This requires improving existing data to better measure progress, evaluate
programs, and identify growth areas. The plan calls particular attention to coordinating
between the education and workforce development systems and the needs of employers, and
identifies an important role in this regard for community colleges and other organizations that
offer workforce training.
This full section begins on page 242 of the plan and is available for download here.
Support Economic Innovation
Economic innovation is the process of conceiving and developing new products, technologies,
and business models. The outputs of innovation -- goods and services that are faster, cheaper,
and better -- benefit consumers and businesses in a multitude of ways. The regional economy
can gain substantial benefits from innovation through the creation of high paying jobs,
specifically in the “knowledge” and high-tech sectors. While the metropolitan Chicago area is
certainly imbued with the types of assets to support innovation, the available data indicate that
the region has been underperforming in its success at commercializing technologies and
processes. GO TO 2040 seeks to increase innovation that helps the region to remain globally
competitive and to retain world-class talent.
Strategies targeting clusters of regional specialization can help address the fragmentation and
unfocused investment that sometimes undermines the emergence of new marketable products
and technologies. Better systems for collecting, tracking, and analyzing important measures
should also be pursued. This includes both outcome indicators of innovation, like number of
businesses and jobs in key sectors, as well as the success of particular programs and financial
incentives, which should make public sector investment decisions more efficient. The region
needs to create better linkages and training among diverse groups, especially between
researchers and entrepreneurs.
DRAFT GO TO 2040 Plan Page 11 Executive Summary
Lastly, our region needs to create a supportive culture to support the experimentation,
creativity, and risk-taking necessary to produce commercial innovations; it also needs a
regulatory environment that does not create barriers to economic innovation .
This full section begins on page 261 of the plan and is available for download here.
About the Efficient Governance Chapter
This chapter of GO TO 2040 addresses the need for greater efficiency and transparency of public
decision-making processes, with the goal of having efficient government units that make
informed decisions. Recommendation areas include tax policy, access to information (data
sharing), and coordinated investment.
Reform State and Local Tax Policy
State and local tax systems in Illinois and the metropolitan Chicago region often fail to satisfy
the most important principles of good tax policy: efficiency, equity, and transparency. State and
local tax policies should encourage local decisions that make effective use of land, generate
good jobs, and trigger sustainable economic activity. However, our tax systems frequent ly
distort choices about land use, rather than allow markets or quality -of-life factors to guide such
decisions. GO TO 2040 recommends that a task force reporting to the CMAP Board be created
to analyze state and local tax policy issues.
The current sales tax structure, which creates an incentive for local governments to attract retail
land use rather than other economic activities, should be addressed. Sales tax rates in the
region also remain very high, but the base remains very narrow, as it is impo sed primarily on
goods but not services, which make up a larger portion of the economy. Expanding the sales
tax to the service sector would broaden the tax base, which would allow for rates to be lowered.
Statutory and constitutional limitations on the property tax, including tax caps, differing
assessment classifications, and exemptions, should be addressed and the system should be
made more predictable and transparent. The region also must actively attend to large
disparities in local tax capacity, and especially the ramifications on school funding caused by
high reliance on the property tax.
This full section begins on page 282 of the plan and is available for download here.
Improve Access to Information
Among GO TO 2040’s highest priorities is the open sharing of information -- a core function of
CMAP, which since its inception has been committed to providing high-quality information
and analysis to facilitate regiona l decision making. In partnership with the Chicago
Community Trust, CMAP will launch the Regional Indicators Project website, making
important data sets available and serving as an online hub for data about the region.
DRAFT GO TO 2040 Plan Page 12 Executive Summary
CMAP will also lead by helping other organizations to share their data. The agency will define
best practices for transparency and data sharing for the region’s units of government , based on
an assessment of other regions and input from the State of Illinois, counties, municipalities and
other governmental bodies that possess data. Data sharing should enable easy access to real-
time, up-to-date public information, defined as any government data that does not jeopardize
personal privacy or public safety. GO TO 2040 upholds the principle that governments operate
most effectively when they have and provide access to complete, accurate, and timely
information -- something that residents increasingly expect .
This full section begins on page 300 of the plan and is available for download here.
Pursue Coordinated Investments
This section of the GO TO 2040 plan builds on the previous recommendation areas, each of
which requires a more coordinated approach by various levels of government for service
delivery, funding allocations, programmatic and regulatory authority, and increased
efficiencies. It emphasizes the importance of taking a regional approach , in light of
metropolitan areas’ leading role in the U.S. economy, which should be reflected in federal and
state policies and programs. Comprehensive regional plans like GO TO 2040 should guide
investment decisions through identified regional priorities and outcome-based performance
measures.
GO TO 2040 makes connections among policy areas that had previously been
compartmentalized. To realize these plans, e xisting barriers among federal and state agency
goals need to be removed and planning and grant requirements need to be revised to achieve
comprehensive solutions to problems. Nongovernmental organizations also can play an
important role, both in coordinating among local governments and organizing regional
responses to investment opportunities.
With a region as large and diverse as northeastern Illinois, implementation of the plan’s
recommendations will require that leaders recognize the interdependence of our communities
and work across political boundaries to address issues facing multiple jurisdictions. Our local
governments should pursue efficiencies through increased coordination, communication, and
where appropriate, service consolidation.
This full section begins on page 313 of the plan and is available for download here.
About the Context and Best Practices Chapter
While GO TO 2040’s high-priority recommendations include many implementation actions,
they are by no means a comprehensive treatment of e verything that organizations or
individuals the region can do to implement GO TO 2040. In other words, the high-priority
recommendations are meant to spark, not limit, the implementation of the plan.
DRAFT GO TO 2040 Plan Page 13 Executive Summary
The purpose of this Context and Best Practices chapter is to provide a fuller context for the
types of actions that help implement the plan. It does not provide specific, targeted
recommendations for “who should do what,” but it does broadly describe supporting actions.
Best practices and case studies are used extensively to provide examples, and also to
demonstrate that many actions that support the plan are already underway in metropolitan
Chicago. Some of these examples may go beyond the plan’s high-priority recommendation
areas, while providing evidence that many of the actions that support the plan are already in
place.
The following contextual categories represent types of stakeholders who are responsible for
implementing the comprehensive regional plan. Each category includes its own range of
decisions and actions, but all stakeholders need to work together to achieve the sustainable
prosperity that we seek.
Federal Government. The federal government can support the implementation of GO
TO 2040 through its investments and policies. Key issues for federal action include
providing funding to support regional and local efforts that create livable communities,
taking a leadership role on energy and climate change, improving the sustainability of
transportation finance, creating a national freight policy, and coordinating investments
and regulations between its many departments and agencies.
This full section begins on page 328 of the plan and is available for download here.
State Government. The State of Illinois has wide discretion in terms of how and where
dollars from both state and federal sources get spent. The state can best support GO TO
2040 by making performance-driven investment decisions in many areas --
transportation, housing, and environment, to name a few. GO TO 2040 priorities where
the state has a central role include open space acquisition, innovative transportation
finance, education and workforce development improvements, and tax policy reform,
among others.
This full section begins on page 337 of the plan and is available for download here.
Regional Authorities. Governmental organizations that work at the regional level tend
to be involved in transportation, and in our region they include the transit agencies,
Regional Transportation Authority (RTA), and CMAP. Beyond an obvious role in
improving the transit system, these organizations can support local planning through
funding and technical assi stance. CMAP will play a major role in implementing GO TO
2040, including launching the Regional Indicators Project website to improve data
availability in many areas; cooperatively setting regional priorities for transportation
investment, open space
DRAFT GO TO 2040 Plan Page 14 Executive Summary
acquisition, and other decisions; and leading the region’s response to federal or state
funding programs.
This full section begins on page 349 of the plan and is available for download here.
Counties or Councils of Government. The region’s seven county governments have
broad responsibilities, and can implement many GO TO 2040 recommendations
concerning water and stormwater, transportation infrastructure, linking public health to
the built environment, and others. Together with forest preserve and conservation
districts, which are also organized at the county level, they are also leaders in
preservation of open space and agricultural land. COGs are membership organizations
of local governments, and their ability to convene and coordinate municipal leaders
gives them an important role in plan implementation.
This full section begins on page 362 of the plan and is available for download here.
Municipalities. Municipalities are central to the implementation of GO TO 2040,
especially its recommendations that deal with creating livable communities. Beyond
their important responsibility for land use regulation, municipalities also maintain a
large portion of the region’s physical infrastructure, and are directly involved in creating
community identity and livability, all of which are key elements of GO TO 2040.
This full section begins on page 373 of the plan and is available for download here.
Nongovernmental Organizations. Philanthropic organizations, civic groups,
community-based nonprofits, membership organizations, and many other
nongovernmental groups can help to implement the plan through research, advocacy,
and financial support. GO TO 2040 priorities such as sustainable local food, workforce
development, and economic innovation identify particularly important roles for these
types of groups.
This full section begins on page 387 of the plan and is available for download here.
Development. The development community, including developers, realtors, financial
institutions, architects, and others involved in private development decisions create
much of our region’s built environment, and it can play a significant role in
implementing the plan recommendations related to livable communities.
This full section begins on page 392 of the plan and is available for download here.
DRAFT GO TO 2040 Plan Page 15 Executive Summary
Individuals. When added together, individual choices made by millions of people and
employers have major impacts on our region. This section describes how these
individual decisions affect plan implementation, and it identifies actions that individuals
can take that will support GO TO 2040.
This full section begins on page 398 of the plan and is available for download here.
The full Context and Best Practices chapter begins on page 327 of the plan and is available for download
here.
About the Appendices
This section has links to other supporting documentation for GO TO 2040, which includes the
following. See the Appendices for detailed descriptions.
GO TO 2040 Public Engagement
GO TO 2040 Strategy Papers
CMAP Regional Snapshot Reports
Major Capital Projects
Financial Plan for Transportation
Socioeconomic Validation and Forecasting Primer
Air Quality Conformity Determination
Travel Model Documentation
2
Northeastern Illinois Regional Water Supply/Demand Plan
FY10-0094