CITY OF ELGIN, ILLINOIS COUNCIL AGENDA CITY COUNCIL

Transcription

CITY OF ELGIN, ILLINOIS COUNCIL AGENDA CITY COUNCIL CHAMBERS Regular Meeting 7:00 P.M. August 12, 2015 Call to Order Invocation – Pastor Gabriel Barden, Seventh Day Adventist Church Pledge of Allegiance Roll Call Minutes of Previous Meetings  City Council Meeting ‐ July 8, 2015  Special City Council Meeting ‐ July 18, 2015 Communications  Veterans of the Month Presentation Recognize Persons Present Bids 1. 15‐032 2015 Central Business District Highland and Chicago Improvements ($3,613,127) 2. 15‐037 Sealcoating and Restriping for Two Areas of Parking Lots at the City Hall Facility ($27,375) Other Business (O) 1.
Consideration of Petition 11‐15 at 300 Willard Avenue; an application by Virginia Roth, agent for Suresite Consulting on behalf of American Tower Corporation and T‐Mobile, requesting conditional use approval to install a commercial antenna tower in the CI Commercial Industrial District City Council Agenda – August 12, 2015 Page 2 2. Ordinance Amending the List of One‐Way Streets in the City of Elgin 3. Authorization for Payment – Elgin Sports Complex Lighting 4. Authorization for Payment – Shales Parkway Salt Dome Conveyor Rental **Consent Agenda (C) 1.
Resolution Authorizing Execution of a State of Illinois Department of Transportation Agreement with the State of Illinois Department of Transportation and the Northeast Illinois Regional Commuter Railroad Corporation and the Commuter Rail Division of the Regional Transportation Authority for Crossing Warning Signal Device Improvements at McLean Boulevard and Big Timber Road 2.
Resolution Authorizing Execution of an Agreement with Hampton, Lenzini and Renwick, Inc. for Engineering Services in Connection with the McLean and Big Timber Road Railroad Signal Improvements Project 3.
Resolution Authorizing Execution of an Agreement with West Side Tractor Sales Co. for Trade‐in of Non‐Functioning Surplus Equipment for Equal Purchase Credit Towards New Equipment 4.
Resolution Authorizing Execution of an Agreement with Bonnell Industries, Inc. for Trade‐in of Non‐Functioning Surplus Equipment for Equal Purchase Credit Towards New Equipment 5.
Resolution Authorizing Execution and Acceptance of a Plat of Easement for Watermain Purposes from David Huang and Accepting for Ownership and Maintenance Certain Public Improvements (2725 Alft Lane) 6.
Resolution Authorizing Execution of a Purchase of Services Agreement with the Downtown Neighborhood Association of Elgin for Economic Development Services 7.
Resolution Approving Final Plat of Subdivision for Bowes Creek Country Club, Phase 4A Subdivision 8.
Resolution Authorizing Execution and Acceptance of Bowes Creek Country Club Phase 4B Plat of Blanket Easement for Blanket Utility Purposes from Toll Brothers 9.
Resolution Authorizing Execution of a Services Agreement with Motorola Solutions for Maintenance of Intrado 911 and Non‐Emergency Phone Systems 10.
Ordinance Amending the Elgin Municipal Code by Adding to the List of Stop Intersections (Summit Street at Spring Street) City Council Agenda – August 12, 2015 11.
12.
Page 3 Ordinance Amending Chapter 20.15 of the Elgin Municipal Code, 1976, as Amended, Entitled "50/50 Historic/Architectural Rehabilitation Grant Program" and Amending Chapter 20.16 of the Elgin Municipal Code, 1976, as Amended, Entitled "75/25 Historic/Architectural Rehabilitation Grant Program" Resolution Approving a Grant Recipient Eligibility List Under the 50/50 and 75/25 Historic Architectural Rehabilitation Grant Programs Miscellaneous Business (M) 1.
Minutes for Various Boards and Commissions a.
Bicycle & Pedestrian Advisory Committee June 2, 2015 b.
Board of Fire & Police Commissioners April 16, 2015 c.
Emergency Telephone System Board June 18, 2015 d.
Fire Pension Fund February 10, March 31 and June 2, 2015 e.
Foreign Fire Insurance Tax Board April 14, 2015 f.
Hemmens Cultural Center Advisory Task Force July 8, 2015 g.
Heritage Commission June 2, 2015 h.
Heritage Commission Design Review April 28 and June 9, 2015 i.
Liquor Commission June 10, 2015 j.
Planning and Zoning Commission June 1, 2015 k.
Committee of the Whole Minutes for June 24, 2015 l.
City Council Minutes for June 24, 2015 2.
Various Tax Reports a.
Telecommunications Tax b.
Natural Gas Tax c.
Sales Tax d.
Video Gaming Revenue 3. Disbursement Report Announcements Next Committee of the Whole Meeting, Wednesday, August 26, 2015, at 6:00 p.m., in the City Council Chambers Next Regular Meeting of the Elgin City Council, Wednesday, August 26, 2015, at 7:00 p.m. in the City Council Chambers Adjournment City Council Agenda – August 12, 2015 Page 4 **All matters listed under Consent Agenda are considered to be routine and non‐controversial by the City Council and will be enacted by one motion and one roll call vote. There will be no separate discussion of these items. If discussion is desired by a Council member or citizen, that item will be removed from the Consent Agenda and will be considered separately immediately after approval of the Consent Agenda. Citizens desiring discussion on any item listed under the Consent Agenda should contact a Council member prior to the meeting and request that the item be removed for discussion. The City of Elgin is subject to the requirements of the Americans with Disabilities Act of 1990. Individuals with disabilities who plan to attend this meeting and who require certain accommodations in order to allow them to observe and/or participate in this meeting, or who have questions regarding the accessibility of the meeting or the facilities, are requested to contact the Human Resources Department at (847) 931‐6076 or TT/TDD (847) 931‐5616 promptly to allow the City of Elgin to make reasonable accommodations for those persons. 1
AGENDA ITEM: MEETING DATE: August 12, 2015 ITEM: 2015 Central Business District Highland and Chicago Improvements ‐ Bid 15‐032 ($3,613,127) OBJECTIVE: Improve the city’s infrastructure with improvements to two bridges, pavements and sidewalks in the city’s central business district. RECOMMENDATION: Award the 2015 Central Business District Improvement Project bid to Copenhaver Construction of Gilberts, Illinois in the amount of $3,613,127. The city has completed improvements to the Central Business District (CBD) with the exception of the Highland Avenue and Chicago Avenue bridges and the adjacent portion of State Street between those two bridges. This proposed work represents the final phase of CBD improve‐
ments. (The penultimate phase of the CBD improvements involving the Riverside Drive extension between the Highland Avenue and Chicago Street bridges commenced earlier this year will soon be complete.) The proposed work includes improvements to the bridges’ sidewalks, railing and street lights and related electrical components. The project will also replace the water main and vaulted sidewalks on the State Street portion of the project. The decorative planters in the CBD that have been damaged during the severe freeze‐thaw cy‐
cles will have their concrete corners replaced and the fencing repainted. All other decorative planters in the CBD will be retrofit to minimize this damage from occurring again in the future. BACKGROUND The 2014 and 2015 budgets allocated funds to complete the final phase of improvements in the Central Business District (CBD). The city has made improvements in the CBD with the exception of the Highland Avenue and the Chicago Street bridges and the short stretches between the river and State Street. This final phase of improvements includes bridge and street repairs to those areas. 1 During the design engineering of this final phase, the engineering department recognized that the significant structural work necessary for bridge serving as the Riverside Drive extension (be‐
tween (Chicago Street and Highland Avenues) was beyond the capabilities of the typical con‐
tractors that performing street improvements and minor bridge repairs. The engineering staff accordingly revised the project plans to remove the bridge for the Riverside Drive extension and obtain a separate contract solely for that work. That decision successfully attracted highly quali‐
fied structural firms to bid on the work and the project is expected to be completed by mid‐
August. The Chicago Street and Highland Avenue bridges were removed from their originally planned phases (Chicago was phase 2 and Highland was phase 4) and combined with the extra work re‐
quested by the city and the local businesses. The frontage road along State Street was added at the request of the business owners and the Downtown Neighborhood Association whereas the Riverside Drive Bridge was added to avoid being the only unimproved infrastructure in that ar‐
ea. There are other phases the city has decided not to pursue additional improvement to in the CBD at this time. The bid documents were packaged so that the Chicago Street and Highland Avenue bridges, plus the frontage road on State Street, were included in the base bid.. There are three alternates with this bid that are being recommended for approval. The first al‐
ternate includes brick work and receptacles for the soon to be completed bridge for the River‐
side Drive extension. The second and third bid alternates provide for the repairs of the fencing and concrete on the decorative planters that suffered damage over the past winters during the extreme freeze and thaw cycles. The second bid alternate covers the repainting of all fencing installed on previous phases. The third alternate provides repairs the damaged concrete around. The current bid alternates contemplate repairs to only those decorative planters that are cur‐
rently exhibiting deterioration. The staff has determined that the decorative planters’ concrete deterioration and rusting fencing can be partially attributed to a design flaw and a failure of the city’s consulting engineer to properly inspect these items before accepting the work. Because of these flaws, the staff believes all the curbing and fencing on all the decorative planters in the CBD will rapidly deteriorate during the next few years. The material quantities in the second and third bid alternates will need to be increased to repair all the planter beds in the CBD with new, partial curbing and fencing. The quantity of curb repair will increase from 695 feet to ap‐
proximately 1100 feet and the fencing will increase from 695 feet to approximately 5100 feet for an increase in cost of approximately $150,000. This increase in material quantities will re‐
quire a change order to the proposed bid. The city is currently negotiating with the city’s con‐
sulting engineer, TranSystems Corporation, to reimburse the city for these additional costs. 2 OPERATIONAL ANALYSIS The project will include improvements to sidewalk, street lights, landscaping with irrigation and other elements besides the typical street resurfacing. The engineer’s estimate for the project is $3,878,750. Four bids were received for the project (including the three alternates) and ranged from a low bid of $3,613,127 to a high bid of $4,715,351. The low bid was submitted by Copenhaver Con‐
struction of Gilberts, Illinois. Copenhaver Construction has worked on past CBD improvements and to the best of staff’s knowledge, provided satisfactory service. A copy of the bid tabulation is included as Attachment B. The staff is recommending that the award the base bid and the three alternates. The scheduled timing for this project contemplates that the contractor will start work this fall after the water department has replaced the water main on the State Street frontage road. It is the intent to complete the bulk of the project this fall with minor work being performed next spring. Unless the favorable construction weather prevails, the project will be shut down for the winter just before Thanksgiving and will begin again at the end of March 2016. The shutdown will include improvements to make sidewalks and streets safe and fully accessible. The project will be fully completed by August 1, 2016 providing the water main work does not delay the startup of the street improvements. INTERESTED PERSONS CONTACTED The Downtown Neighborhood Association of Elgin worked with the affected State Street busi‐
ness owners to address their concerns regarding the scope and construction of the improve‐
ments. FINANCIAL ANALYSIS Copenhaver Construction’s bid for this project totals $3,613,127 including the base bid and the three alternates. In addition to the construction component, administration costs estimated at $345,000 will be incurred. The total cost of this phase of the streetscape is estimated at $3,958,127. The engineering department is recommending utilizing the remainder of the Central Area TIF funds, the Riverboat funds originally designated for collector street resurfacing and a portion of the savings, in the Riverboat fund, from the Locust Street Rehabilitation project. A separate memorandum for construction administration will be submitted at a later date. These engi‐
neering services, will be funded from the remainder of the Locust Street Rehabilitation project savings. 3 BUDGET IMPACT FUND(S) ACCOUNT(S) PROJECT #(S) AMOUNT BUDGETED AMOUNT AVAILABLE Central Area TIF Riverboat Riverboat 262‐0000‐791.92‐32 262000 $4,430,900 $2,181,760 275‐0000‐791.93‐80 275‐0000‐791.93‐80 340067 1,500,000 572,100 1,265,340 434,710 LEGAL IMPACT Notices were published in the Courier News on April 21, 2015 and on the city’s website. The bids were opened and read publicly on May 19, 2015. There were four bidders for the project with bids ranging from a low bid of $3,613,127 to a high bid of $4,715,351. The bid submitted by Copenhaver Construction of Gilberts, Illinois was the lowest responsive bidder. ALTERNATIVES The city council may choose to reject the bid. Additional direction to staff would be necessary in order to restart the bid process. NEXT STEPS 1.
Execute contract documents. 2.
Issue notice to proceed. 3.
Schedule construction to be completed by August 1, 2016. Originators: Final Review: Joseph Evers, P.E., City Engineer Debra Nawrocki, Chief Financial Officer William A. Cogley, Corporation Counsel/Chief Development Officer Richard G. Kozal, Assistant City Manager/Chief Operating Officer Sean R. Stegall, City Manager ATTACHMENTS A. B. Location Map Bid Tabulation 4 Attachment B 2015 CBD Highland and Chicago Improvements Bid Summary Engineer’s Estimate Base Bid: $3,734,031.00 Alternate A Bid: $16,757.00 Alternate B Bid: $95,250.00 Alternate C Bid: $32,712.00 Total all Bids: $3,878,750.00
Copenhaver Bids Base Bid: $3,562,072.30 Alternate A Bid: $16,778.00 Alternate B Bid: $12,700.00 Alternate C Bid: $21,576.00 Total all Bids: $3,613,126.30
Illinois Constructor Bids Base Bid: $4,392,998.00 Alternate A Bid: $20,925.00 Alternate B Bid: $50,800.00 Alternate C Bid: $119,712.00 Total all Bids: $4,584,435.00
Landmark Contractors Bids Base Bid: $3,841,539.19 Alternate A Bid: $15,032.20 Alternate B Bid: $50,222.15 Alternate C Bid: $116,232.00 Total all Bids: $4,023,025.54 Vixen Construction Bids Base Bid: $4,553,829.00 Alternate A Bid: $20,248.30 Alternate B Bid: $57,753.25 Alternate C Bid: $83,520.00 Total all Bids: $4,715,350.55
2
AGENDA ITEM: MEETING DATE: August 12, 2015 ITEM: Sealcoating and Restriping for Two Areas of Parking Lots at the City Hall Facility ‐ Bid 15‐037 ($27,375) OBJECTIVE: Improve the surface of two areas of parking lots located at the City Hall facility by sealcoating and restriping the asphalt pavement surface. RECOMMENDATION: Award a contract to SKC Construction for crack sealing and sealcoating services in the amount of $27,375. The parking lots serving the Robert Gilliam Municipal Complex are in need of sealcoating and restriping. This maintenance work will provide not only aesthetic improvements to the parking lots, but will also preserve the longevity of the paved surface. BACKGROUND Regular preventative maintenance activities are necessary to extend the useful life of asphalt parking lots. These maintenance activities include crack sealing, seal coating and striping and staff has identified two areas within the city hall parking lots that are in need of these services. The city parking lot located at the northwest corner of Highland Avenue and Douglas Avenue as well as the smaller city parking lot just north of the Dexter Court circle in front of the Robert Gilliam Municipal Complex, would both greatly benefit from these activities to preserve the overall life of the parking lot. Attachment A is a location map of the two parking lot areas. OPERATIONAL ANALYSIS Crack sealing, seal coating and restriping of approximately 12,000 square yards of asphalt sur‐
face of the designated city parking lots will provide a renewed appearance and curb appeal as well as provide much needed maintenance activities vital to preserve the life and enhance the longevity of the asphalt surface. Not performing such maintenance activities will lead to quicker deterioration of the asphalt surface, thus requiring replacement of the asphalt surface sooner than anticipated. In an effort to minimize disruption to those that utilize these parking lots on a regular basis, it is anticipated that the work will be performed in two separate phases on separate weekends and only with prior approval by the city manager. All improvements covered by this contract shall be completed by September 25, 2015. INTERESTED PERSONS CONTACTED None. FINANCIAL ANALYSIS A single bid in the amount of $27,375 was received for this project from SKC Construction. To fund the proposed work, staff is utilizing a portion of the remaining funds from the 2015 Neigh‐
borhood Sidewalk Program. BUDGET IMPACT FUND(S) ACCOUNT(S) PROJECT #(S) Riverboat 275‐0000‐791.93‐80 AMOUNT BUDGETED $100,000 AMOUNT AVAILABLE $81,000 LEGAL IMPACT An invitation to bid was advertised in the Daily Herald and was posted on the city’s website on July 1, 2015. One bid was received, opened and read publicly on July 14, 2015. The single bidder is SKC Construction of Elgin, IL which was the lowest responsive bidder. Attachment B is a bid tab summary. ALTERNATIVES 1. The city council may choose not to award the project to SKC Construction and rebid this work out. 2. The city council may choose to do nothing at this time and leave the City Hall parking lot in its current condition. NEXT STEPS 1.
Award contract to SKC Construction for crack sealing and seal coating services. 2.
Schedule and complete anticipated and necessary maintenance work. 2 Originators: Final Review: Christopher Tiedt, Senior Engineer‐ Public Services Gregory J. Rokos, Public Services Director Debra Nawrocki, Chief Financial Officer William A. Cogley, Corporation Counsel/Chief Development Officer Richard G. Kozal, Assistant City Manager/Chief Operating Officer Sean R. Stegall, City Manager ATTACHMENTS A.
B.
Location Map Bid Tab 3 Bid Tabulation
County
Local Public Agency
Route
Kane / Cook
City of Elgin
Dexter Ct Parking
SKC CONSTRUCTION
Item
No.
Unit
Quantity
Unit Price
Total
1
CRACK ROUTING (PAVEMENT)
Items
LF
7000.00
$0.10
$700.00
2
CRACK FILLING
LB
3500.00
$1.75
$6,125.00
3
BITUMINOUS MATERIALS (SINGLE SEAL COAT)
LSUM
1.00
$12,000.00
$12,000.00
4
PAINT PAVEMENT MARKINGS
LSUM
1.00
$2,900.00
$2,900.00
6
TRAFFIC CONTROL AND PROTECTION
LSUM
1.00
$250.00
$250.00
TOTAL
$21,975.00
ALTERNATE ONE
Item
No.
Items
1
CRACK ROUTING (PAVEMENT)
2
CRACK FILLING
3
BITUMINOUS MATERIALS (DOUBLE COAT - COVER AND SEALER)
4
PAINT PAVEMENT MARKINGS
6
TRAFFIC CONTROL AND PROTECTION
Unit
Quantity
Unit Price
Total
LF
7000.00
$0.10
$700.00
LB
3500.00
$1.75
$6,125.00
LSUM
1.00
$17,400.00
$17,400.00
LSUM
1.00
$2,900.00
$2,900.00
LSUM
1.00
$250.00
TOTAL ALTERNATE ONE
$250.00
$27,375.00
August 12, 2015
TO:
Mayor and Members of the City Council
FROM:
Sean R. Stegall, City Manager
Sarosh B. Saher, AICP, Senior Planner
SUBJECT:
Consideration of Petition 11-15 at 300 Willard Avenue; an Application by
Virginia Roth, Agent for Suresite Consulting on behalf of American Tower
Corporation and T-Mobile for a Conditional Use in the CI Commercial Industrial
District to Permit the installation of a Commercial Antenna Tower
RECOMMENDATION
The Planning & Zoning Commission and Community Development Department recommend
approval of the application, subject to conditions. Please see the “Recommendation Detail” at
the end of this memorandum for more information. The written findings and recommendation of
the Commission and staff are attached under separate cover as required by the Elgin Zoning
Ordinance. A draft ordinance is also attached.
SUMMARY
Virginia Roth, Agent for Suresite Consulting on behalf of American Tower Corporation and TMobile requests approval for a conditional use to permit the installation of a commercial antenna
tower on property located at 300 Willard Avenue.
The applicant proposes to construct a 126-foot tall monopole tower and equipment enclosure at
the southwest corner of the property. The 1,600 square foot (40’x40’) lease area will be enclosed
with a 6-foot high chain-link fence. The entire lease space will be located within the existing
commercial operations yard that is enclosed within a 6-foot high sold privacy fence with
landscaped screening along its easterly street-facing elevation. The owners of the property,
Ferryville, Inc., have provided their consent to this application and, if approved, installation of
the monopole tower and associated mechanical units within the lease space.
Commercial antenna towers located within a CI Commercial Industrial District can only be
approved through a Conditional Use. Additionally, these towers are required to be set back a
Mayor and Members of City Council
August 12, 2015
Page 2
minimum distance equal to the height of the commercial antenna tower from any of the
following adjacent zoning districts: residential, business, community facility, or CI Commercial
Industrial district. The proposed monopole does not meet this minimum setback requirement, as
it is located 42’-7” from a CF Community Facility district to the west, and 83’-7” from
unimproved right-of-way to the south located within the CI District, both setbacks further
requiring the tower to be approved through a conditional use. However, the CF zoning district to
the west covers property that is comprised of open space controlled by the City of Elgin that
contains the waterway, floodway and natural habitat of the Willow Creek tributary to Poplar
Creek. The unimproved right-of-way located to the south contains a drainage ditch that is also
tributary to Poplar Creek. The fall zone of the tower does not encroach upon any permanent
structures located on adjacent properties in the vicinity of the subject property.
The closest permanent structure to the tower is the industrial building located to south at a
distance of approximately 175 feet from the proposed tower. The building on the subject
property is located at distance of approximately 232 feet from the proposed tower. The tower is
designed to withstand sustained winds exceeding 60-90 mph. In addition, in the unlikely event of
a failure, the tower is designed to collapse at 3 different spots and collapse upon itself.
The applicant suggests that this location and tower are necessary to fill a coverage gap (see
before and after coverage maps), and the tower is designed to accommodate the co-location of 4
additional cellular service providers. This design feature to co-locate antennas from more than
one provider can help reduce the necessity for future towers in and around this location.
COMMENTS FROM OTHER CITY DEPARTMENTS
The following are additional comments and/or requirements provided by other city departments
as they pertain to building, fire, life/safety and other applicable code issues. The comments are
divided into those that are required to be addressed either prior to obtaining the requested zoning
relief or prior to obtaining a final Certificate of Occupancy.
1.
Fire Department
Comments that materially affect the site and/or building plans
No comments.
Comments that will be addressed during the Plan Review/Permitting process
None Applicable
2.
Community Development - Building and Development Division
No Comments
August 12, 2015
Page 3
None Applicable
3.
Community Development – Code Enforcement Division
No issues.
No Comments
4.
Public Works - Engineering Division
None Applicable
1. The subject site has floodplain constraints. A complete stormwater application will be
required at the time of permit application to evaluate the feasibility of new
construction within the floodplain.
2. The proposed 10' utility easement intended for the delivery of fiber to the premise and
details shall be provided accompanied by language defining the use of the “access
easement” shall be incorporated into the lease agreement, confirming that the defined
easement would only be used to transport people and vehicles over and above ground
to the lease area and would not be used for installing utilities.
The applicant is aware of these issues and intends to address them at the time of
requesting the building permit for the project.
5.
Police Department
No issue from police.
Not Applicable
6.
Public Works – Parks and Open Space Maintenance
None Applicable
None Applicable
7.
Water Department
No comments from the water department.
August 12, 2015
Page 4
None applicable at this time.
ADDITIONAL APPROVALS REQUIRED
The applicant must apply for and receive all necessary building and occupancy permits as
required by the City of Elgin.
RECOMMENDATION DETAIL
At its July 6, 2015 meeting, the Planning & Zoning Commission concurred with staff and
recommend approval of Petition 11-15, subject to the following conditions:
1. Substantial conformance to the Statement of Purpose and Conformance, and
Attachments, submitted by Virginia Roth, Site Acquisition Specialist, SureSite
Consulting Group, LLC, dated March 23, 2015.
2. Substantial Conformance with the Consent and Disclosure of the property owner,
Ferryville, LLC, dated March 18, 2105.
3. Substantial conformance to Site Plan and Construction Drawings prepared by Ghazwan
M. Sadat, Architect, for T-Mobile, and last revised on June 16, 2015.
4. Compliance with all applicable codes and ordinances.
On a motion to recommend approval and to adopt specific findings of fact, the vote of the
Planning & Zoning Commission was five (5) yes, zero (0) no and zero (0) abstentions.
Respectfully Submitted,
Sarosh Saher, AICP, Senior Planner
Community Development Department
FINDINGS OF FACT
PETITION 11-15
300 Willard Avenue
July 6, 2015
RECOMMENDATION & FINDINGS OF FACT
OF THE COMMUNITY DEVELOPMENT DEPARTMENT AND
THE PLANNING & ZONING COMMISSION
CITY OF ELGIN, ILLINOIS
SUBJECT
Recommendation and findings of fact for Petition 11-15, an application by Virginia Roth, Agent
for Suresite Consulting on behalf of American Tower Corporation and T-Mobile for a
conditional use to permit the installation of a commercial antenna tower on property located at
300 Willard Avenue.
GENERAL INFORMATION
Petition Number:
11-15
Requested Action:
Approval of a Conditional Use
Current Zoning:
CI Commercial Industrial District
Existing Use:
Trucking and Courier Services with Commercial Operations Yard
Property Location:
300 Willard Avenue
Applicant:
Virginia Roth, Agent for Suresite Consulting on behalf of
American Tower Corporation and T-Mobile
Owner:
Ferryville, LLC
Staff Coordinator:
Sarosh B. Saher, AICP, Senior Planner
LIST OF EXHIBITS ATTACHED
A.
B.
C.
D.
E.
F.
Aerial/Location Map
Zoning Map
Parcel Map
Site Photos
Development Application and Attachments
Draft Conditional Use Ordinance
Findings of Fact
Petition 11-15
July 6, 2015
BACKGROUND
The applicant proposes to construct a 126-foot tall monopole tower and equipment enclosure at
the southwest corner of the property. The 1,600 square foot (40’x40’) lease area will be enclosed
with a 6-foot high chain-link fence. The entire lease space will be located within the existing
commercial operations yard that is enclosed within a 6-foot high sold privacy fence with
landscaped screening along its easterly street-facing elevation. The owners of the property,
Ferryville, Inc., have provided their consent to this application and, if approved, installation of
the monopole tower and associated mechanical units within the lease space.
Commercial antenna towers located within a CI Commercial Industrial District can only be
approved through a Conditional Use. Additionally, these towers are required to be set back a
minimum distance equal to the height of the commercial antenna tower from any of the
following adjacent zoning districts: residential, business, community facility, or CI Commercial
Industrial district. The proposed monopole does not meet this minimum setback requirement, as
it is located 42’-7” from a CF Community Facility district to the west, and 83’-7” from
unimproved right-of-way to the south located within the CI District, both setbacks further
requiring the tower to be approved through a conditional use. However, the CF zoning district to
the west covers property that is comprised of open space that contains the waterway, floodway
and natural habitat of the Willow Creek tributary to Poplar Creek. The unimproved right-of-way
located to the south contains a drainage ditch that is also tributary to Poplar Creek. The fall zone
of the tower does not encroach upon any permanent structures located on adjacent properties in
the vicinity of the subject property.
The closest permanent structure to the tower is the industrial building located to south at a
distance of approximately 175 feet from the proposed tower. The building on the subject
property is located at distance of approximately 232 feet from the proposed tower. The tower is
designed to withstand sustained winds exceeding 60-90 mph. In addition, in the unlikely event of
a failure, the tower is designed to collapse at 3 different spots and collapse upon itself.
The applicant suggests that this location and tower are necessary to fill a coverage gap (see
before and after coverage maps), and the tower is designed to accommodate the co-location of 4
additional cellular service providers. This design feature to co-locate antennas from more than
one provider can help reduce the necessity for future towers in and around this location.
The Community Development Department offers the following additional information:
A.
Zoning History. The subject property was added to the City of Elgin in 1895 as part of
the County Clerk’s Subdivision and zoned B Residence District. The zoning
classification remained residential until 1962 when the property reclassified within a B-4
General Service District and M-1 Limited Manufacturing District. In 1992, the property
was reclassified to CI Commercial Industrial District as part of a comprehensive
amendment to the zoning ordinance.
2
Findings of Fact
Petition 11-15
July 6, 2015
In 1997, the property was granted a planned development as a conditional use to provide
for a motor vehicle recycling facility and recycling yard.
B.
Surrounding Land Use and Zoning. The areas to the north and south of the property are
zoned CI Commercial Industrial district and are improved with a mix of commercial and
light industrial land uses. The area to the east is zoned CF Community Facility District
and is improved with the recently developed Prairie Park at 301 Willard Avenue. The
area to the west is also zoned CF Community Facility District and contains the waterway,
floodway and natural habitat of the Willow Creek tributary to Poplar Creek.
C.
Trend of Development. The subject property is located in an area developed primarily
with light industrial and commercial uses.
D.
Zoning District. The purpose of the CI Commercial Industrial District is to provide for
an existing pattern of development in which certain commercial uses and industrial uses
have located together. These districts are typically located within older established nonresidential areas of the community.
E.
Comprehensive Plan. The subject property is designated as “Parks and Open Space” by
the City’s Comprehensive Plan and Design Guidelines dated 2005. The designation
includes properties that lie in the vicinity of open waterways. The Parks and Open Space
designation includes those areas intended to remain in natural open space and land areas
along water features, as well as, areas designated for active and passive parks, trails,
athletic fields, and golf courses. Community and neighborhood parks are to be distributed
throughout the planning area to provide full park service coverage to all residents, subject
to the service area standards described in the Parks and Recreation Master Plan.
FINDINGS
After due notice as required by law, the Planning and Zoning Commission conducted a public
hearing in consideration of Petition 11-15 on July 6, 2015. Testimony was presented at the public
hearing in support of the application. The Community Development Department submitted a
Conditional Use Review and Written Findings & Recommendation to the Planning & Zoning
Commission dated July 6, 2015.
The Community Development Department and the Planning & Zoning Commission have made
the following general findings against the standards for a conditional use as outlined within §
19.65.030:
A.
Site Characteristics Standard. The suitability of the subject property for the intended
conditional use with respect to its size, shape, significant features including topography,
watercourses, vegetation, and existing improvements.
3
Findings of Fact
Petition 11-15
July 6, 2015
Findings. The proposed use meets the site characteristics standard in that this standard
evaluates only the site at which the use is proposed.
The subject property contains approximately 2.6 acres of land (112,635 square feet) of
land and is improved with a 2,634 square-foot building containing the offices of the
trucking and courier services company. An asphalt paved surface parking lot is located to
the north of the existing building. A 1.32 acre commercial operations yard is located to
the south of the building and is enclosed within a sold 6 foot high privacy fence with
heavy landscape screening along its street frontage.
B.
Sewer and Water Standard. The suitability of the subject property for the intended
conditional use with respect to the availability of adequate municipal water, wastewater
treatment, and storm water control facilities.
Findings. The subject property is suitable for the intended zoning district with respect to
the sewer and water standard.
The subject property is served with municipal water and sanitary sewer systems.
C.
Traffic and Parking Standard. The availability of the subject property for the intended
conditional use with respect to the provision of safe and efficient on-site and off-site
vehicular circulation designed to minimize traffic congestion.
Findings. The subject property is suitable for the intended zoning district with respect to
the traffic and parking standard.
The subject property is located along Willard Avenue which is a major collector street
connecting East Chicago Street on the north to Villa Street on the south.
Vehicular access to the zoning lot is provided at one location at north of the property.
Access to the lease space is provided by way of a 12 foot wide access easement within
the existing asphalt paved parking lot and gravel surfaced commercial operations yard on
the property.
Parking is currently provided in conformance with the requirements of the zoning
ordinance and will not be impacted by the location of the proposed lease space.
D.
Location, Design, and Operation Standard. The suitability of the subject property for
the intended conditional use with respect to it being located, designed, and operated so
as to promote the purpose and intent of this title and chapter.
Findings. No evidence has been submitted or found that the proposed conditional use
will be located, designed, or operated in a manner that will exercise undue detrimental
influence on itself or surrounding property.
4
Findings of Fact
Petition 11-15
July 6, 2015
The tower is proposed to be located about 232 feet from the existing building on the
subject property, 42’-7” from the west property line, and 83’-7” from the south property
line. The land to the west and south of the subject property backs up to open space
associated with the waterways of Willow Creek. The land further to the south is
improved with an industrial building located approximately 175 feet away. Therefore, no
buildings on the adjacent properties will be impacted by the proposed commercial
antenna tower. In the unlikely event that the tower was to collapse the only features that
will be negatively impacted will be equipment and vehicles located within the
commercial operations yard on the subject property, and vehicles located along the
northerly 5 feet of the property to the south.
E.
Historic Preservation Standard. Where applicable, the suitability of the subject
property for the intended conditional use with respect to making possible an efficient
contemporary use of, or a compatible improvement to a designated landmark or property
located in a designated historic district while preserving those portions and features of
the property which are significant to its historic, architectural, and cultural values to an
historic preservation plan.
Findings. This standard is not applicable as the subject property is not designated as a
historic landmark nor is it located within a historic district.
RECOMMENDATION
The Community Development Department recommends approval of Petition 11-15, subject to
conditions. The Planning & Zoning Commission concurs with the Community Development
Department and recommends approval of Petition 11-15 subject to conditions. On a motion to
recommend approval, subject to the conditions outlined by the Community Development
Department the vote was five (5) yes and zero (0) no. The conditions for approval voted on by
the Planning & Zoning Commission are:
5
Findings of Fact
Petition 11-15
July 6, 2015
Respectfully Submitted,
s/ Robert Siljestrom
Robert Siljestrom, Chairman
Planning & Zoning Commission
s/ Sarosh Saher
Sarosh B. Saher, AICP, Secretary
Planning & Zoning Commission
6
WILLARD AVE
LAUREL ST
Subject Property
Petition 11-15
MACKEY LN
SADLER AVE
JOYCE LN
ANDERSON AVE
LA
ST
CLEVELAND AVE
VIL
EXHIBIT A
Map prepared by City of Elgin
Department of Community Development
OLIVE ST
Aerial/Location Map
.
0
60 120
240
360
480
Feet
PRC
Laurel St
Subject Property
Petition 11-15
LAUREL ST
WILLARD AVE
RC2
CF
MACKEY LN
Legend
CI
CF
Residence Conservation 1
Planned Residence Conservation
Single Family Residence 1
RC3
Single Family Residence 2
Planned Single Family Residence 2
CF
Two Family Residence
Multiple Family Residence
Planned Multiple Family Residence
Residence Business
MFR
Planned Residential Business
Neighborhood Business
Planned Neighborhood Business
Area Business
Planned Area Business
Center City 1
NB V
Center City 2
illa
Planned Center City
ANDERSON AVE
St
Office Research Industrial
Planned Office Research Industrial
General Industrial
Planned General Industrial
Sherman Ave
Commercial Industrial
George St
Planned Community Facility
Community Facility
VIL
LA
ST
MFR
Fox River Preservation
RC2
Planned Center City 2
OLIVE ST
Planned Single Family Residence 1
Planned Two Family Residence
EXHIBIT B
Map prepared by City of Elgin
Zoning Map
CF
.
0
60 120
240
360
480
Feet
06183010430000
WILLARD AVE
Subject Property
300 Willard Ave
Petition 11-15
06183010440000
N AVE
ANDERSO
EXHBIIT C
City of Elgin
¯
Parcel Map
0
25
50
100
150
200
Feet
SITE LOCATION EXHIBIT
300 Willard Ave.
Petition 11‐15
Subject property
Subject Property
View from Willard Ave. looking south SITE LOCATION EXHIBIT
300 Willard Ave.
Petition 11‐15
View looking west from Willard Ave.
View looking west from Willard Ave.
View looking north along Willard Ave.
View looking east from Willard Ave.
DEVELOPMENT APPLICATION AND ATTACHMENTS
PETITION 11-15
300 Willard Avenue
Infrastructure Development Service
March 26, 2015
Department of Code Administration
City of Elgin
150 Dexter Court
Elgin, IL 60120
RE:
300 Willard Avenue, Elgin, IL(CH67415)
PIN: 06-18-301-043-0000 and 06-18-301-044-0000
Conditional Use Permit – Statement of Purpose and Conformance
Dear Sir or Madam:
SureSite, as applicant on behalf of Americ an Tower and TMobile, submits the followin
statements in addition to its application for a conditional use permit for this project:
g
American Tower and TMobile propose the con struction of a new telecommunications facility at
this site. T he project includes the installat ion of a steel platform, monopole to wer, support
cabinet, antennas, and associat ed hardware wi thin a 40’ x 40’ area at t he southwest corner of
this property. The new facility will all ow for greater reliability of cell servi ce and increase public
safety by providing emergency services with the latest high speed voice and data services.
Site Characteristics: Th e subject pr operty was selected based on RF coverage objectives and
determination that neighboring properties were not sufficient. It is l
ocated in a commercial
industrial ar ea, and the southwest corner of the parcel, where the compound is proposed, is
currently used as a parking lot.
Sewer and Water: No sewer or water service is required at this facility.
Traffic and Parking: N o increase in traffic volu me is expected as this is an unmanned facility,
and only sp oradic maintenance would need to b e performed during the course of the facility’ s
operation.
Location, Design and Operation: The property is located in a commercial industrial zoned area,
and will not negatively affect the current character of the area.
Historical Preservation: Not applicable.
Thank you for your consideration.
Respectfully,
Virginia Roth, Site Acquisition Specialist
O 773.867.2961 | F 216.593.0401
[email protected]
SureSite Consulting Group, LLC
Corporate Office: 3659 Green Road, Suite 214 * Cleveland, OH 44122 * tel 216-593-0400 * fax 216-593-0401
Chicago * Columbus * Denver * Detroit * Los Angeles * Pittsburgh * Raleigh * Santa Barbara
www.sure-site.com
SureSite Consulting Group, LLC
8770 W. Bryn Mawr Ave  Suite 1300  Chicago, IL 60631  773.867.2961
Transmittal
TO:
Dave Waden
Building and Development Services
City of Elgin
150 Dexter Court
Elgin, IL 60120
847.931.5920
FROM:
SureSite Consulting Group
773.867.2961
DATE:
RE:
Virgie Roth
04/13/15
TMobile NSB
Project reference # : CH67415
Site Location: 300 Willard Avenue, Elgin, IL
FedEx 2nd Day
Dear Sir or Madam,
I represent TMobile in its application for special use permit for t he construction of a new
telecommunications facility at this site
I have enclosed the Development Application, owner consent letter, legal description,
coverage maps, FAA letter,
Statement of Purpose and C onformance, construction
drawings dated 3/18/ 15 by Concordia Wir eless, an d the structural analysis and tower
drawing by Valmont. Additionally , I have enclosed our check in the amount of $1,425
representing payment of the following: $800 for the conditional us e permit, $240 for the
publishing fee, $145 for a public hearing si gn, and $240 for transcript). TMobile is
requesting a special use permit for this work.
If you should have any questions or need any addi tional information, please contact me
at (773) 867-2961 or [email protected].
Sincerely,
Virgie Roth, SureSite - Agent for TMobile / ATC
T‐Mobile Existing Coverage
Indoor coverage without New Site
T‐Mobile Proposed Coverage
Indoor coverage with New Site
Existing Site Locations
Neighboring Sites
Address
CH37938B
1323 Summit Street (Rt 58) Elgin, ILLINOIS 60120
CH17388C
100 E. Chicago Street Elgin, ILLINOIS 60120
CH27888A
250 South Grove Avenue Elgin, ILLINOIS 60120
CH17262A
1480 Sheldon Dr, Elgin, ILLINOIS 60120
CH67316B
896 Bluff City Blvd. Elgin, ILLINOIS 60120
CH27866A
300 East Elgin Ave Elgin, ILLINOIS 60120
CH67415: “The Purpose of this Ring is to offload On‐Air sites (CH27888, CH67316, CH37938) and to improved customer experience in immediate area of search Ring center. The BTS candidate is at the ideal location and can offload (CH27888, CH67316, CH37938), moreover it can provide better in‐building coverage in the immediate North area of search ring center.
SHEET INDEX
NO.
REGIONAL MAP
VICINITY MAP
SHEET DESCRIPTION
T-1
TITLE SHEET
SP-1
SITE NOTES
SP-2
GENERAL NOTES AND SPECIFICATIONS
ATC SERVICES, INC.
LS-1
SITE SURVEY
LS-2
SITE SURVEY
LS-3
A-0
AERIAL, WETLAND, ZONING AND FLOOD PLAIN MAP
OVERALL SITE PLAN
A-1
COMPOUND PLAN
SITE
LOCATION
A-2
SITE ELEVATION
A-3
CABLE SCHEDULE AND ANTENNA DETAILS
A-3A
RFDS
A-3B
NSN CONFIGURATION DIAGRAM
A-4
EQUIPMENT DETAILS
EQUIPMENT SPECIFICATIONS
A-4B
SITE SUPPORT CABINET AND CUBE SPECIFICATIONS
A-5
CHAIN-LINK FENCE DETAILS
A-6
ARCHITECTURAL & CIVIL DETAILS
S-1
STRUCTURAL NOTES AND FRAMING PLAN
S-2
STEEL PLATFORM ELEVATION & DETAILS
S-3
PLATFORM DETAILS
ELECTRICAL SITE PLAN AND DETAILS
E-1A
ENLARGED ELECTRIC & FIBER PLAN
E-2
UTILITY DETAILS
E-3
ATC UTILITY H-FRAME DETAILS
EG-1
SITE
LOCATION
T Mobile
T-MOBILE
8550 WEST BRYN MAWR AVE.
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
A-4A
E-1
8505 FREEPORT PARKWAY
SUITE 135
IRVING, TX 75063
NYSE AMT
C
ONCORDIA WIRELESS, INC.
NEW SITE GROUNDING DIAGRAM
EG-2
GROUNDING DETAILS
EG-3
GROUNDING DETAILS
MISC-1
CONTRACTOR SHALL HAVE THE SITE
MANNED WITH A SUPERVISOR AND
CREW FOR THE FULL 28 DAYS OF
THE BUILD.
GC SHALL CONTACT THE A&E FIRM
PRIOR TO BIDWALK AND
CONSTRUCTION START TO CONFIRM
THAT DRAWINGS ARE THE MOST
RECENT SET.
MANDATORY SIGNAGE & POSTING
DRIVING DIRECTIONS
DRIVING DIRECTIONS FROM T-MOBILE OFFICE AT:
8550 W BRYN MAWR AVE, CHICAGO IL 60631:
1. HEAD SOUTH TOWARD W BRYN MAWR AVE (259 FT)
2. TURN RIGHT ONTO W BRYN MAWR AVE (0.3 MI)
3. TURN RIGHT ONTO N EAST RIVER RD (0.5 MI)
4. TURN LEFT ONTO IL-72 W/W HIGGINS RD (1.5 MI)
5. SLIGHT RIGHT TO MERGE ONTO I-90 W (0.2 MI)
6. MERGE ONTO I-90 W (17.0 MI)
7. TAKE THE IL-59 EXIT (0.4 MI)
8. TURN LEFT ONTO IL-59 S/S RTE 59 S (1.7 MI)
9. TURN RIGHT ONTO IL-58 W/GOLF RD (1.4 MI)
10. TURN LEFT ONTO ROHRSSEN RD (0.7 MI)
11. CONTINUE ONTO BODE RD (1.6 MI)
12. TURN LEFT ONTO WILLARD AVE (0.5 MI)
Mobile
T
Site Number
ATC Tower Number
283670
THE SCOPE OF WORK CONSISTS OF INSTALLATION OF NEW
WIRELESS EQUIPMENT:
STI
GHA
T
DA
LICENSED
PROFESSIONAL
ENGINEER
OF
EXPIRES: 11/30/15
IL
LI NOIS
SIGNED: 06/16/15
LATITUDE:
N 42° 01' 49.17"
LONGITUDE:
W 88° 15' 40.85"
GROUND ELEVATION:
722' AMSL
SITE TYPE:
RAW LAND
JURISDICTION:
CITY OF ELGIN
COUNTY:
COOK
LANDLORD:
FERRYVILLE, LLC
ROBERT ALEXANDER
300 WILLARD AVE
ELGIN, IL 60120
PHONE: 847-695-2900
AMERICAN TOWER CORPORATION
1101 PERIMETER DRIVE,
SUITE 700
SCHAUMBURG, IL 60173
PHONE: (847) 240-1508
SITE
ACQUISITION:
CELLUSITE LLC
CONTACT: DEREK MCGREW
PHONE: (317)-507-4541
ENGINEERING
CONTACT:
CONCORDIA WIRELESS, INC.
GM SADAT, PE
PHONE: (847) 981-0801
FAX: (847) 589-0643
UTILITIES:
POWER:
COMED
FIBER:
AT&T
APPROVED BY: GMS
Revision/Issue
Date
Initial
A
LEASE EXHIBIT
12/22/14
KC
B
90% REVIEW
01/23/15
KC
C
REVISED
LEASE EXHIBIT
02/16/15
BG
D
FINAL
03/18/15
KC/JR
FINAL REVISION
04/13/15
JR
T-MOBILE OPS
F
EASEMENT REVISION
04/23/15
JR
R.F. OPS
G
FENCE REVISION
06/16/15
JR
SITE ACQUISITION
300 WILLARD AVE
ELGIN, IL 60120
APPLICANT:
CHECKED BY: RH
E
CONSTRUCTION
SITE OWNER
PROJECT INFORMATION
A N M . SA
W
Z
062-061844
CHECKED BY: GMS
R.F. ENGINEER
Site Address
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.
APPROVALS
Site Name
1. INSTALLATION OF (6) NEW ANTENNAS
2. INSTALLATION OF (1) GPS ANTENNA
3. INSTALLATION OF (2) SYSTEM MODULES
4. INSTALLATION OF (5) RF MODULES
5. INSTALLATION OF (2) COVP'S
6. INSTALLATION OF (1) HYBRID CABLE
7. INSTALLATION OF (1) SITE SUPPORT CABINET
8. INSTALLATION OF (1) FUTURE STEEL CUBE W/ MODULES
9. INSTALLATION OF (1) STEEL PLATFORM
10. INSTALLATION OF (1) NEW MONOPOLE TOWER
DRAWN BY: KC
No.
CH67415G
Scope of Work
DESTINATION WILL BE ON THE RIGHT
TOTAL TRAVEL ESTIMATE: 25.8 MI, 36 MINUTES
LICENSED PROFESSIONAL - STATE OF ILLINOIS
361 RANDY ROAD
UNIT 101
CAROL STREAM, IL 60188
MAIN: (847) 981-0801
(C) Concordia 2001-2015, Copyright Notice:
These Documents/Drawings Are Produced by and
Are Therefore The Intellectual Property of Concordia
Group Of Companies. Do Not Copy, Reproduce,
Reverse-Engineer or Replicate Any Parts of These
Documents In any Manner Without Obtaining Written
Consent From The Concordia Group.
SITE GROUNDING PLAN
EG-1A
CONCORDIA, LTD
A PROFESSIONAL DESIGN FIRM
LICENSE # 184.004952- D.B.A.
CODES:
1. INTERNATIONAL BUILDING CODE 2012
2. NATIONAL ELECTRIC CODE (IEEE)
3. AMERICAN CONCRETE INSTITUTE (ACI) 318,
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC),
MANUAL OF STEEL CONSTRUCTION
5. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G,
STRUCTURAL STANDARDS FOR STEEL TOWER AND ANTENNA
SUPPORTING STRUCTURES
6. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING
REQUIREMENTS FOR TELECOMMUNICATIONS
7. APPLICABLE CODE IS CBC OF 2012
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
TITLE SHEET
T-1
GROUT OR PLASTER
EXISTING ANTENNA
(E) BRICK
GROUND ROD
(E) MASONRY
GROUND BUS BAR
CONCRETE
MECHANICAL GRND. CONN.
EARTH
GRAVEL
CAD WELD
PLYWOOD
GROUND ACCESS WELL
SAND
E
ELECTRIC BOX
T
TELEPHONE BOX
WOOD CONT.
WOOD BLOCKING
STEEL
LIGHT POLE
CENTERLINE
FND. MONUMENT
PROPERTY/LEASE LINE
SPOT ELEVATION
MATCH LINE
SET POINT
1
REVISION
X
GRID REFERENCE
X
X-X
X
X-X
WORK POINT
GROUND CONDUCTOR
DETAIL REFERENCE
UT
BELOW GRADE TELEPHONE CONDUIT
UE
BELOW GRADE ELECTRICAL CONDUIT
A
OE/OT
ELEVATION REFERENCE
X
OVERHEAD ELECTRIC/TELEPHONE
CONDUCTORS
CHAIN LINK FENCING
PROJECT SYMBOLS
3
SCALE: NTS
1. REPRESENTATIVES OF THE OWNER MUST BE NOTIFIED AT LEAST TWO
FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,
UNLESS OTHERWISE NOTED.
3. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS.
4. ANY DRAIN AND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE
RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE,
LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL
BE ACCURATELY NOTED AND PLACED ON AS-CONSTRUCTED DRAWINGS
AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT.
5. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN
ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ENGINEER
AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SFOFICIENCY OR
ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR
REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF
CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY
DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF
REMOVING OR ADJUSTING EXISTING UTILITIES.
6. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND
VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS
AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO
THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER
WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND
CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH
INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK
AND EXPENSE. CONTRACTOR SHALL CALL OUPS AT (800) - 362-2764
FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION.
7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE
DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR
TO FINAL INSPECTION OF WORK.
8. THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED
AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK OR AS
STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION.
9. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN
SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS.
ICGB.
IN.(")
INT.
LB.(#)
L.F.
L.
MAS.
MAX.
MDCMC
MECH.
MFR.
MIN.
MISC.
MTL.
(N)
NO.(#)
N.T.S.
O.C.
OPNG.
PCS
PLY.
PRC
P.S.F.
P.S.I.
P.T.
PWR.
QTY.
RAD.(R)
REF.
REINF.
REQ'D.
RGS.
SCH.
SHT.
SIM.
SPEC.
SQ.
S.S.
STD.
STL.
STRUC.
TEMP.
THK.
T.O.A.
T.O.C.
T.O.F.
T.O.P.
T.O.S.
T.O.W.
TYP.
U.G.
U.L.
U.N.O.
V.I.F.
W
W/
WAP.
WCS
WT.
C
L
PL
ISOLATED COPPER GROUND BUS
INCH(ES)
INTERIOR
POUND(S)
LINEAR FEET (FOOT)
LONG(ITUDINAL)
MASONRY
MAXIMUM
METRICOM DESIGNATED
CONSTRUCTION MANAGEMENT
& CONTRACTING
MECHANICAL
MANFOACTURER
MINIMUM
MISCELLANEOUS
METAL
NEW
NUMBER
NOT TO SCALE
ON CENTER
OPENING
PERSONAL COMMUNICATION SERVICES
PLYWOOD
PRIMARY RADIO CABINET
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
POWER (CABINET)
QUANTITY
RADIUS
REFERENCE
REINFORCEMENT(ING)
REQUIRED
RIGID GALVANIZED STEEL
SCHEDULE
SHEET
SIMILAR
SPECIFICATION(S)
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
TEMPORARY
THICK(NESS)
TOP OF ANTENNA
TOP OF CURB
TOP OF FOUNDATION
TOP OF PLATE (PARAPET)
TOP OF STEEL
TOP OF WALL
TYPICAL
UNDER GROUND
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
VERIFY IN FIELD
WIDE(WIDTH)
WITH
WIRED ACCESSED POINT
WIRELESS
. COMMUNICATION SERVICE
WEIGHT
CENTERLINE
PLATE
PROJECT ABBREVIATIONS
SCALE: NTS
12. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED
BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD
PROCTOR DENSITY.
13. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT
EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH
WITH THE EQUIPMENT AVAILABLE.
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
A N M . SA
W
Z
062-061844
T
DA
1
COAXIAL CABLE
ABOVE
ADDITIONAL
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ALUMINUM
ALTERNATE
ANTENNA
APPROXIMATE(LY)
ARCHITECT(URAL)
AMERICAN WIRE GAUGE
BUILDING
BLOCK
BLOCKING
BEAM
BARE TINNED COPPER WIRE
BOTTOM OF FOOTING
BACK-UP CABINET
CABINET
CANTILEVER(ED)
CAST IN PLACE
CEILING
CLEAR
COLUMN
CONCRETE
CONNECTION(OR)
CONSTRUCTION
CONTINUOUS
DOUBLE
DEPARTMENT
DIAMETER
DIAGONAL
DIMENSION
DRAWING(S)
DOWEL(S)
EACH
ELEVATION
ELECTRICAL
ELEVATOR
ELECTRICAL METALLIC TUBING
ENGINEER
EQUAL
EXPANSION
EXISTING
EXTERIOR
FABRICATION(OR)
FINISH FLOOR
FINISH GRADE
FINISH(ED)
FLOOR
FOUNDATION
FACE OF CONCRETE
FACE OF MASONRY
FACE OF STUD
FACE OF WALL
FINISH SURFACE
FOOT(FEET)
FOOTING
GROWTH (CABINET)
GAUGE
GALVANIZE(D)
GROUND FAULT CIRCUIT INTERRUPTER
GLOBAL POSITIONING SYSTEM
GROUND
HANGER
HEIGHT
GHA
NEW ANTENNA
ABV.
ADD'L
A.F.F.
A.F.G.
ALUM.
ALT.
ANT.
APPRX.
ARCH.
AWG.
BLDG.
BLK.
BLKG.
BM.
BTCW.
B.O.F.
B/U
CAB.
CANT.
C.I.P.
CLG.
CLR.
COL.
CONC.
CONN.
CONST.
CONT.
DBL.
DEPT.
DIA.
DIAG.
DIM.
DWG.
DWL.
EA.
EL.
ELEC.
ELEV.
EMT.
ENG.
EQ.
EXP.
EXIST.(E)
EXT.
FAB.
F.F.
F.G.
FIN.
FLR.
FDN.
F.O.C.
F.O.M.
F.O.S.
F.O.W.
F.S.
FT.(')
FTG.
G.
GA.
GI.
G.F.I.
GPS
GND.
HGR.
HT.
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
14. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL
TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED
BY A GEOTECHNICAL ENGINEER.
15. THE GRADES WITHIN THE FENCED-IN AREA ARE TO BE ACHIEVED BY COMPACTING
CLEAN FILL TO A DENSITY OF 90% OF STANDARD PROCTOR COVERING THE AREA
WITH 6 MIL. VISQUENE (1' OVERLAP AT SEAMS) FOR WEED SUPPRESSION, THEN
ACHIEVING FINISH GRADE BY ADDING 6" OF 3/4" CRUSHED STONE-NO FINES.
16. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SO THAT NO
PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL
MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF
OFF-SITE.
17. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE
IMPROVEMENTS SHALL BE PROTECTED.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
10. ALL EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES,
ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.
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.
11. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 100% OF
MAXIMUM STANDARD PROCTOR DRY DENSITY.
2
GENERAL NOTES
SCALE: NTS
SITE NOTES
19. THESE PLANS MAY NOT CONTAIN OR REVEAL ALL SUBSURFACE UTILITIES; GC IS RESPONSIBLE OF
LOCATING AND PROTECTING ALL UTILITIES DURING CONSTRUCTION
SP-1
GENERAL NOTES:
DIVISION 3 - CONCRETE:
GENERAL NOTES (CONT'D):
OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THE
CONTRACTOR WILL INSTALL:
A.
BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE
B.
SHELTER (GROUND BUILD/CO-LOCATE ONLY)
AC/TELCO INTERFACE BOX(PPC)
C.
ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE
10. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY
AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR
REPORTED TO THE PROJECT MANAGER FOR RESOLUTION AND INSTRUCTION, AND
NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND
TOWERS, MONOPOLE
E.
TOWER LIGHTING
F.
GENERATORS & LIQUID PROPANE TANK
G.
ANTENNA STANDARD BRACKETS, FRAMES, AND PIPES
FOR MOUNTING.
2.
PERCENT TO 7 PERCENT BY VOLUME. AIR ENTRAINING ADMIXTURE REQUIRED TO
EXPENSE.
CONTROL TOTAL AIR CONTENT, WATER REDUCING ADMIXTURE PERMITTED TO
OBTAIN SLUMP OVER 3-INCHES.
ANTENNAS (INSTALLED BY OTHERS)
TRANSMISSION LINE
MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE PROPERLY
J.
TRANSMISSION LINE JUMPERS
DISPOSED OF OFF-SITE BY THE CONTRACTOR.
K.
TRANSMISSION LINE CONNECTORS WITH
TRANSMISSION LINE GROUND KITS
M.
N.
HANGERS
HOISTING GRIPS
O.
BTS EQUIPMENT
12. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH
LOCAL GAS, ELECTRIC, TELEPHONE, AND ANY OTHER UTILITY COMPANIES HAVING
SUCH INTERRUPTION, AT LEAST 72 HOURS IN ADVANCE. ANY INTERRUPTION
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE
SHALL BE MADE WITH A MINIMUM AMOUNT OF INCONVENIENCE TO THE
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR
BUILDING/PROPERTY OWNER AND ANY SUCH SHUTDOWN TIME SHALL BE
ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE
4.
DETAILING REINFORCED CONCRETE STRUCTURES (ACI STD-315 LATEST EDITION).
6.
CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4".UNLESS OTHERWISE NOTED.
7.
REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED
IN POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE
DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS
REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND
RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS.
3.
T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE
WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED,
UNCRATED, PROTECTED AND INSTALLED BY THE
EXPOSED TO EARTH OR WEATHER:
CONTRACTOR WITH ALL APPURTENCES REQUIRED TO PLACE THE EQUIPMENT IN
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.
3.
T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY
EQUIPMENT OR MATERIALS WHICH, IN HIS OPINION ARE NOT IN COMPLIANCE WITH
THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS
REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF ANY
EXISTING STRUCTURES DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING
DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTION.
8.
THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK TO BE
COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED BY THE GOVERNING
AUTHORITIES. ANY WORK THAT IS ENCLOSED OR COVERED UP BEFORE SUCH
INSPECTION AND TEST SHALL BE UNCOVERED AT THE CONTRACTOR'S EXPENSE;
AFTER IT HAS BEEN INSPECTED, THE CONTRACTOR SHALL RESTORE THE WORK TO
ITS ORIGINAL CONDITION AT HIS OWN EXPENSE.
9.
ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN
ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE
ARCHITECT/ENGINEER AND OWNER (T-MOBILE) ASSUME NO RESPONSIBILITY
WHATEVER AS TO THE SFOFICIENCY OR ACCURACY OF THE INFORMATION SHOWN
CONFINED SPACE
C.
ELECTRICAL SAFETY
D.
TRENCHING AND EXCAVATION
REMOVE FROM SITE/OWNER'S PROPERTY ALL WASTE MATERIALS, UNUSED
EXCAVATED MATERIAL INCLUDING MATERIAL CLASSIFIED UNSATISFACTORY,
ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,
WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED
NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL
OF ENGINEERING.
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
7.
4.
THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT
COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM
SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH
5.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
CONSTRUCTION. EROSION CONTROL MEASURES, AS REQUIRED DURING
CONSTRUCTION.
CONCORDIA DOES NOT GUARANTEE OR WARRANT THAT THE AFOREMENTIONED
EASEMENTS ARE SFOFICIENT FOR CONSTRUCTION TRAFFIC. GC SHALL CONSULT WITH A
T-MOBILE REPRESENTATIVE AND LANDLORD WITH EXACT LOGISTICS TO FACILITATE
CONTRACTIBILITY 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.
CONCORDIA IS NOT RESPONSIBLE FOR THE MAINTENANCE AND/OR OPERATIONAL FEASIBILITY.
SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION
AFFECTED UTILITIES.
6.
SCOPE OF WORK FOR THESE PLANS DOES NOT INVOLVE VALUE ENGINEERING AS WELL AS
MAINTAINABILITY OPERATIONS OF THE SITE, ACCESS OR UTILITIES.
PROTECTION
A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL
AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH
ZINC BASED PAINT. COLOR TO MATCH THE GALVANIZING PROCESS.
TESTS
CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE
CYLINDER SHALL BE KEPT SEPARATELY, IF REQUIRED TO BE USED IN THE FUTURE.
B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND
DIVISION 13 - SPECIAL CONSTRUCTION
ANTENNA INSTALLATION
CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS.
1.
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
WORK INCLUDED:
A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER A
SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION
CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL AND
B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE SPECIFICATIONS.
9.
PLACING CONCRETE
A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAT 24 HOURS IN ADVANCE OF
CONCRETE PLACEMENT, UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF
CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER.
CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL
REINFORCEMENT, FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PLACING HAVE
BEEN APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE T-MOBILE
REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF
THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL
ITEMS HAVE BEEN APPROVED AND T-MOBILE HAS PERFORMED A FINAL INSPECTION
AND GIVEN APPROVAL TO START PLACEMENT IN WRITING.
B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN.
C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND
PROVIDE PRINTOUT OF THAT TEST.
PROPERTY.
E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZUPACKARD 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
FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING
SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND
AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION.
A N M . SA
W
Z
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT
10. PROTECTION
A. IMMEDIATELY AFTER PLACEMENT, THE CONTRACTOR SHALL PROTECT THE CONCRETE
FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND
MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED.
B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY
HARDENING OF CONCRETE.
C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT PERIODIC) FINE
MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN
AND FREE FROM ACID, ALKALI, SALTS, OIL SEDIMENT, AND ORGANIC MATTER.
CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING.
CONTRACTOR SHALL ESTABLISH GRADE AND LINE STAKES PRIOR TO CONSTRUCTION.
SAID UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR
RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING
C
INSPECTION IS ACCEPTABLE.
CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND
ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL
C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS VISUAL
AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL
THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE
COST TO THE OWNER OR HIS ARCHITECT/ENGINEER.
FALL PROTECTION
B.
LEGAL MANNER.
REQUIREMENTS OF THE UNDERWRITERS' LABORATORIES (U.L.) AND BEAR THE U.L.
REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO
A.
CONTAMINATED OR DANGEROUS TRASH AND DEBRIS, AND DISPOSE OF IN A
(EXCEPT WHERE OTHERWISE NOTED) AND SHALL COMPLY WITH THE
6.
CONFORM TO ASTM A-233, E70 SERIES. BARE ELECTRODES AND GRANULAR FLUX
USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS.
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
T
DA
2.
ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE NEW
LABEL.
B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL
WORKING CREW. THIS WILL INCLUDE BUT NOT LIMITED TO:
ALL WORK, MATERIAL, AND EQUIPMENT SHALL COMPLY WITH ALL REQUIREMENTS
OF THE LATEST EDITIONS AND INTERIM AMENDMENTS OF THE NATIONAL
APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES. ALL
SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF
REQUESTED.
TWO SHALL BE TESTED @ THREE DAYS, TWO @ TWENTY-EIGHT DAYS. THE FIFTH
NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE
CONTRACTOR AT NO COST TO THE OWNER.
WELDING
A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION.
THE CONTRACTOR SHALL CALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR
DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THE
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS
IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE.
RELOCATED AS DIRECTED BY THE PROJECT MANAGER. EXTREME CAUTION SHOULD
ACCEPTANCE, UNLESS NOTED OTHERWISE. ANY FAILURE OF EQUIPMENT OR WORK
ELECTRICAL CODE (NEC). NATIONAL ELECTRICAL SAFETY CODE, OSHA, AND ALL
5.
OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT
WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
ALL EQUIPMENT FURNISHED AND WORK PERFORMED UNDER THE CONTRACT
DOCUMENTS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS OR
T Mobile
B. THE FULL EFFORT OF A PERSON USING A SPUD WRENCH.
ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK
WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, AND
WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL
5.
8.
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
THE EQUIPMENT AFTER PICKING UP.
SUITE 135
IRVING, TX 75063
NYSE AMT
A. A FEW IMPACTS OF A IMPACT WRENCH
#5 BAR AND SMALLER ... 1-1/2"
DIVISION 2 - SITE WORK:
OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
4.
#6 THROUGH #18 ... 2"
15. CONTRACTOR SHALL SUBMIT AT THE END OF THE PROJECT A COMPLETE SET OF
AS BUILT DRAWINGS TO T-MOBILE'S PROJECT ENGINEER.
1.
TIGHTEN HIGH STRENGTH BOLTS TO A SNUG TIGHT CONDITION WHERE ALL PLIES
IN A JOINT ARE IN FIRM CONTACT BY EITHER
ATC SERVICES, INC.
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ... 3"
SPECIFICATIONS.
IT IS THE POSITION OF T-MOBILE TO APPLY FOR PERMITTING AND CONTRACTOR
ALL STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123.
4.
MINIMUM COVER (INCHES)
AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS,
NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR
C.
ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE
ENGINEER, AND T- MOBILE PROJECT MANAGER IN WRITING
SHALL BE PROVIDED, EXCEPT AS NOTED ON DRAWINGS.
CONSTRUCTION.
ASTM A325 BOLTS, BEARING TYPE
3.
DRAWINGS. THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT
14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING
B.
THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE
REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE.
REBARS SHALL BE ASTM A-615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH
DETAILING SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF
ASTM A36, GRADE 36; ROLLED STEEL, RODS, PLATES,
2.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
5.
A.
U-BOLTS AND ANCHOR BOLTS.
OF 60,000 PSI (40,000 PSI GRADE MAY BE USED FOR TIES & STIRRUPS).
COORDINATED WITH THE BUILDING/PROPERTY OWNER.
PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING
TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY
SPECIFICATION FOR STRUCTURAL CONCRETE.
NECESSARY TO INTERRUPT ANY SERVICE OR UTILITY, THE CONTRACTOR SHALL
SECURE PERMISSION IN WRITING FROM THE BUILDING/PROPERTY OWNER FOR
BASIC BUILDING CODE. STRUCTURAL STEEL SHALL BE AS FOLLOWS:
REQUIREMENTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARD
13. DURING CONSTRUCTION, THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE
UTILITIES OF THE BUILDING/SITE WITHOUT INTERRUPTION. SHOULD IT BE
ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST
EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI 318) BUILDING CODE
JURISDICTION OVER THIS LOCATION.
CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING:
WIRES, COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS,
3.
DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE
LATEST AISC MANUAL OF STEEL CONSTRUCTION (ASD), AWS D1.1, AND THE
CONCRETE FOR ALL FOUNDATIONS: 540 LBS PER CUBIC YARD OF
CONCRETE MINIMUM CEMENT CONTENT FOR 1-INCH MAXIMUM SIZE
INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND
I.
WEATHERPROOFING KITS
2.
AGGREGATE, SLUMP RANGE 3 INCHES TO 5 INCHES, TOTAL AIR CONTENT 4
11. CONTRACTORS SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO
PAPERS, TRASH, DEBRIS, WEEDS, BRUSH, OR ANY OTHER DEPOSITS REMAIN. ALL
DIVISION 5 - STRUCTURAL STEEL:
1.
C172, ASTM C31 AND ASTM C39 UNLESS OTHERWISE NOTED.
CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH
H.
L.
MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE
4000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH THE
AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM
DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY
ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
D.
1.
GHA
1.
SUCCESSFUL CURING SHALL BE OBTAINED BY USE OF AN AMPLE WATER SUPPLY
UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF SPRINKLERS, AND
SPRAYING DEVICES.
ELECTRICAL NOTES:
1. ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. STRUCTRUAL DESIGN
SHALL BE PERFORMED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENSURE THAT
ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE CODES AND NATIONAL ELECTRICAL
CODE.
2. ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES, CONDUITS SIZES
ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF THE ELECTRICAL CONTRACTOR
TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL CODES AND PASS ALL APPLICABLE AND
NECESSARY INSPECTIONS. IN SOME EVENTS, IT MAY BE NECESSARY TO PERFORM AN ELECTRICAL
LOAD STUDY TO VERIFY THE CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY
OF CONCORDIA. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
3. CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY LINES PRIOR TO
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILITIES AND GROUND
LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN THE COURSE OF CONSTRUCTION.
PER MANFOACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS
BETWEEN THE ANTENNA AND EQUIPMENT PER MANFOACTURER'S REQUIREMENTS.
TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT
LOCATION UNLESS OTHERWISE STATED.
G. 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.
2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT
RUNS OF COAXIAL CABLE (NOT WITHIN BENDS).
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
GENERAL NOTES
& SPECIFICATIONS
SP-2
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
CLOSEST
WETLANDS
NEW SITE
LOCATION
NEW SITE
LOCATION
1
WETLAND INFO:
THE PROJECT SITE "DOES NOT" APPEAR
TO BE LOCATED WITHIN A WETLAND
AREA, AS PER U.S.FISH AND WILDLIFE
ONLINE MAPPER SERVICE TOOL
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
AERIAL VIEW
3
SCALE: N.T.S.
WETLAND MAP
SCALE: N.T.S.
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
A N M . SA
ZW
062-061844
T
DA
GHA
NEW SITE
LOCATION
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
NEW SITE
LOCATION
FLOOD PLAIN MAP INFO:
THE PROJECT SITE "DOES" APPEAR TO BE LOCATED
WITHIN A FLOOD PLAIN ("ZONE AE"), PANEL 144 OF 832, AS
PER FEMA'S FLOOD INSURANCE RATE MAP #17031C0144J,
REVISED ON AUGUST 19, 2008. "ZONE AE" SPECIAL FLOOD
HAZARD AREAS SUBJECT TO INUNDATION BY THE ANNUAL
CHANCE FLOOD
BASE FLOOD ELEVATION = ±725-FT (NAVD 88)
FLOOD PROTECTION ELEVATION = ±727-FT (NAVD 88)
2
CITY OF ELGIN ZONING MAP
SCALE: N.T.S.
4
FLOOD PLAIN MAP
SCALE: N.T.S.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
AERIAL, WETLAND,
ZONING AND FLOOD
PLAIN MAP
LS-3
LEGEND & SYMBOLS
UTILITY POLE
OHW
PIN
06-18-301-046
SIGN
TELCO PEDESTAL
ATC SERVICES, INC.
EXISTING
BUILDING
FIRE HYDRANT
LIGHT STANDARD
SUITE 135
IRVING, TX 75063
NYSE AMT
INLET
OHW
CATCH BASIN
MANHOLE
T Mobile
TRAFFIC SIGNAL
ROW MARKER
IRON PIPE SET
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
PIN
06-18-301-047
IRON PIPE FOUND
BUFFALO BOX
VALVE BOX
EXISTING
SLIDING GATE
HORIZONTAL CONTROL POINT
GENERATOR RECEPTACLE
OHW
EXISTING
BUILDING
GROUNDING TEST WELL
OHW
OHW
PROPERTY LINE
C
OHW
HANDICAPPED PARKING SPACE
C
DT10"
DECIDUOUS TREE W/SIZE
CT10"
OHW
CONIFEROUS TREE W/SIZE
BRUSH
TREE LINE
GAS
CHAIN LINK FENCE
326
E
<
<
X
E
E
X
E
X
E
X
E
X
E
OHW
E
OHW
X
E
OHW
X
OHW
X
E
IL
LI NOIS
EXISTING UTILITY POLE
W/FIBER SPLICE AND
NEW TRANSFORMER
TO BE UTILIZED
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
X
X
X
X
X
X
X
X
OHW
X
X
X
X
X
X
X
X
X
X
H
X
X
X
PROPERTY LINE
EXISTING LIGHT
POLE TO REMAIN
OVERALL SITE PLAN
EXISTING WOODEN
PARKING BARRIERS
(TYP.)
HW
2.THESE P LANS MAY N OT C ONTAIN OR REVEAL A LL S UBSURFACE
UTILITIES; G C I S RE SPONSIBLE O F LO CATING AND PRO TECTING ALL
UTILITIES DURING CONSTRUCTION
3. GC WIL L NOT ST ART CONSTRUC TION UNTIL AF TER THEY RE CEIVE
THE PRE CON PACKAGE AND HAVE A PRE CON WALK WITH THE PM.
A-0
N
W
W
SW
S
SE
SCALE: 1/32"=1'-0" (1/32"=2'-0" IF 11X17 SHEET SIZE)
N
E
1
OVERALL SITE PLAN
E
N
IMPORTANT NOTE:
FIBER SOURCE & ROUTE TO BE CONFIRMED AFTER FIBER COORDINATION
WALK
X
DITC
E
EXIS
TING
NEW T-MOBILE 8'X12'
STEEL PLATFORM
W/ ICE BRIDGE CANOPY
X
NEW 40'-0" X 40'-0" ATC
LEASE AREA (1,600 SQ FT)
X
X
83'-7"
E
NEW 8' WIDE
UTILITY
EASEMENT
CONCRETE SIDEWALK
X
X
LICENSED
PROFESSIONAL
ENGINEER
OF
(ASPHALT)
X
E
X
NEW 10'-0" X 20'-0"
T-MOBILE LEASE
AREA (200 SQ FT)
NEW 39'-0" X 39'-0" CHAIN LINK
FENCE COMPOUND; GC TO
INSTALL 6-FT HIGH FENCE
A N M . SA
W
Z
062-061844
X
CULTIVATED FIELD
1. GC TO HIRE PUBLIC JULIE & PRIVATE LOCATE SERVICE IN ORDER TO
LOCATE AN D PRO TECT ANY AND ALL SURFACE UT ILITIES. DO NO T
SCALE OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES.
<
OHW
X
NEW MONOPOLE SHOWING NEW
T-MOBILE ANTENNA MOUNTS;
SEE SHEET A-2 FOR DETAILS
<
R.O.W. LINE
-4
"
X
23
2'
OHW
E
42'-7"
W
WILLARD AVE
X
PIN
06-18-301-044
ASPHALT
GRASS AREA
<
GHA
X
E
GRAVEL
APPROVED BY: GMS
T
DA
E
E
E
E
NEW TOWER FALL ZONE
CHECKED BY: RH
<
X
S
OHW
E
E
E
E
E
CHECKED BY: GMS
<
X
E
E
CONCRETE
IMPORTANT NOTES:
NEW LOCATION OF
POWER STATION
MATCHING EXISTING TO
BE INSTALLED @ 20' O.C.
S
STARTING
AT 20' TO THE
SOUTH OF PORTABLE
ENCLOSURE (TYP. OF 3)
E
E
UNDERGROUND
TELECOMM. LINE
DRAWN BY: KC
OHW
'-8"
E
E
UNDERGROUND
GAS LINE
UNDERGROUND
COMMUNICATION/
MONITORING LINE
E
E
E
PROPERTY LINE
COM
E
UNDERGROUND
FIBER LINE
UNDERGROUND
WATER LINE
W/ TRANSFORMER
E
C
W CREEK
LO
W
E
UNDERGROUND
ELECTRIC LINE
UNDERGROUND
STORM/SANITARY
SEWER LINE
EXISTING
BUILDING
E
E
WIL
SS/SA
E
X
T
E
X
G
GAS
OHW
<
UTILITY EASEMENT LINE
FO
GAS
E
NEW 12' WIDE
ACCESS
EASEMENT
LEASE AREA LINE
UE
OHW
C
<
OVERHEAD WIRES
G
E
<
OE/OT
EXISTING
TRAILERS
GAS
EXISTING
UNDEVELOPED
AREA
WOOD FENCE
GASOHW
IRON FENCE
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
<
x
OHW
PIN
06-18-301-043
<
x
ASPHALT
AREA
C
EXISTING GUARDRAIL
GAS
EXISTING
FENCE
CONTOUR W/ELEVATION
<
666
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
NEW 12' WIDE
ACCESS EASEMENT
LEGEND & SYMBOLS
UTILITY POLE
SIGN
EXISTING
WOODEN FENCE
(TYP.)
TELCO PEDESTAL
FIRE HYDRANT
6"
LIGHT STANDARD
NEW 39'-0" CHAIN LINK FENCE
2'-6"
INLET
6"
12'-0"
ATC SERVICES, INC.
24'-6"
SUITE 135
IRVING, TX 75063
NYSE AMT
CATCH BASIN
MANHOLE
7'-8"
TRAFFIC SIGNAL
NEW 12-FT WIDE
CHAIN LINK FENCE
DOUBLE GATE
X
X
A
PH
AL TOR
C
SE
BUFFALO BOX
X
X
8'-0"
4'-0"
GRAVEL
2'-0"
ICE BRIDGE
NEW PPC MOUNTED ON
NEW T-MOBILE PLATFORM
HANDRAIL W/ UNISTRUTS
NEW STEEL PLATFORM
OSHA COMPLIANT
LADDER W/ HANDRAIL
X
GRASS AREA
4'-0"
X
6"
NEW UTILITY H-FRAME
W/ FIBER BOX & W/ NEW
600A 120/240V 1Ø 3W (2)
2-GANG METER BANKS; (1)
METER SOCKET TO BE
UTILIZED BY T-MOBILE
X
NEW 10'-0" X 20'-0"
T-MOBILE LEASE
AREA (200 SQ FT)
ASPHALT
CULTIVATED FIELD
X
31'-4"
X
12'-0"
3'-6"
X
NEW WOODEN
PLATFORM W/
HANDRAIL
8'-0"
X
X
X
8'-0"
X
1'-0"
NEW T-MOBILE
10'-0"LEASE AREA
X
X
CHECKED BY: RH
APPROVED BY: GMS
GHA
UNDERGROUND COMMUNICATION/MONITORING LINE
CHECKED BY: GMS
NEW T-MOBILE SITE SUPPORT
CABINET MOUNTED ON NEW
PLINTH W/ (2) SYSTEM
MODULES MOUNTED ON TOP
OF SSC USING UNISTRUTS
A N M . SA
W
Z
062-061844
T
DA
NEW T-MOBILE CIENA DELIVERY
SWITCH TO BE MOUNTED ON NEW
PLATFORM HANDRAIL W/ UNISTRUTS
UNDERGROUND WATER LINE
CONCRETE
BETA
SECTO
R
4'-6"
X
W
UNDERGROUND STORM/SANITARY SEWER LINE
DRAWN BY: KC
722
NEW T-MOBILE 8'X12'
STEEL PLATFORM
NEW T-MOBILE COVP AND
ALARM BOX TO BE MOUNTED
ON STEEL PLATFORM
W/ UNISTRUT FRAME
X
UNDERGROUND TELCO LINE
NEW T-MOBILE GPS ANTENNA
TO BE MOUNTED ON NEW
PLATFORM CANOPY POST
X
UT
NEW 26W LED SERVICE LIGHT
MOUNTED ON NEMA 3R JUNCTION
BOX (PATRIOT DEFENDER LED 5.25")
FUTURE STEEL
CUBE W/MODULES
LICENSED
PROFESSIONAL
ENGINEER
OF
3'-6"
UNDERGROUND FIBER LINE
10' x 20'
FUTURE
CARRIER'S
SPACE
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
IL
X
FO
NEW T-MOBILE
20'-0" LEASE AREA
UNDERGROUND ELECTRIC LINE
UNDERGROUND GAS LINE
X
UE
UG
3'-0"
CENTER LINE
PROPERTY LINE
UTILITY EASEMENT LINE
X
NEW 40'-0" ATC LEASE AREA
LEASE AREA LINE
NEW 39'-0" CHAIN LINK FENCE
PROPERTY LINE
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
X
OVERHEAD WIRES
LOT LINE
COM
X
X
X
WOOD FENCE
X
A
MM R
GA CT O
SE
CHAIN LINK FENCE
C
NEW T-MOBILE
8'-0" HIGH ICE
BRIDGE
11'-7"
X
NEW 40'-0" X 40'-0" ATC
10' x 20'
FUTURE
CARRIER'S
SPACE
IRON FENCE
SS/SA
X
CONTOUR W/ELEVATION
EXISTING GUARDRAIL
OE/OT
7'-8"
1"
-1
TREE LINE
x
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
CONIFEROUS TREE W/SIZE
BRUSH
666
NEW 39'-0" X 39'-0" CHAIN LINK
FENCE COMPOUND; GC TO
INSTALL 6-FT HIGH FENCE
3'
DECIDUOUS TREE W/SIZE
X
CT10"
X
DT10"
NEW GRAVEL AREA INSIDE ATC COMPOUND TO BE
FURNISHED AND INSTALLED BY GC. GEOTEXTILE
FABRIC WEED BARRIER TO BE PLACED UNDER
GRAVEL MIRAFI 500X OR APPROVED EQUAL
T Mobile
72
2
HORIZONTAL CONTROL POINT
HANDICAPPED PARKING SPACE
X
VALVE BOX
X
IRON PIPE FOUND
NEW MONOPOLE
SHOWING NEW
T-MOBILE ANTENNA
MOUNTS; SEE SHEET
A-2 FOR DETAILS
X
ROW MARKER
IRON PIPE SET
2'-0"
LI NOIS
X
STEEL PLATFORM
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NEW 8' WIDE
UTILITY
EASEMENT
X
X
10-FT PUBLIC
UTILITY
EASEMENT
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
COMPOUND PLAN
IMPORTANT NOTES:
1. G C T O HI RE PU BLIC & PR IVATE LO CATE SE RVICE IN O RDER T O
LOCATE AND PROTECT ANY AND ALL SURFACE UTILITIES.
DO NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES.
W
N
W
SE
SCALE: 1/4"=1'-0" (1/4"=2'-0" IF 11 X 17 SHEET SIZE)
A-1
N
E
1
COMPOUND PLAN
NE
3. GC WILL NOT ST ART CONSTRUC TION UNTIL AF TER TH EY RECEIVE
THE PRE CON PACKAGE AND HAVE A PRE CON WALK WITH THE PM.
SW
2.THESE P LANS MAY N OT C ONTAIN OR R EVEAL ALL SUBSURFACE
UTILITIES; GC I S RESPONSIBLE OF LOCA TING A ND P ROTECTING A LL
UTILITIES DURING CONSTRUCTION.
S
NEW 2 3/8" O.D.
SCH. 40 PIPE
NEW 2-3/8" O.D. SCH 40
ANTENNA PIPE TO BE
INSTALLED (TYP. PER
EACH ANTENNA)
NEW 6' HIGH
LIGHTNING ROD
TOP OF NEW LIGHTNING ROD
(OVERALL STRUCTURE HEIGHT)
ELEV. ± 126'-0" (AGL)
(1) NEW COVP TO BE
BANDED DIRECTLY
TO TOWER
TOP OF NEW TOWER AND
C.L. OF FUTURE CARRIER ANTENNAS
ELEV. ± 120'-0" (AGL)
NEW FRIG RF
MODULE (TYP.)
NEW 2 3/8" O.D. SCH. 40
PIPE
NEW FRIG TO BE
MOUNTED ON NEW
T-MOBILE PIPE MOUNT
(TYP. OF 1 PER SECTOR)
NEW 1/2" U-BOLTS
W/ NUTS &
WASHERS
NEW T-MOBILE
ANTENNA (TYP. OF
2 PER SECTOR)
NEW
ANTENNA FRAME
NEW ANTENNA
PLATFORM
NEW EXIT PORT TO BE
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
NEW STEEL PLATE
(V.I.F.) ACTUAL SIZE
(TYP. OF 2)
NEW PLINTH
C.L. OF FUTURE CARRIER ANTENNAS
ELEV. ± 110'-0" (AGL)
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
NEW RF MODULE (TYP.)
2-HOLE LUG, TYP.
NEW TOWER PORT
ELEV. ± 98'-0" (AGL)
(2) NEW FXFC
MODULES TO BE
MOUNTED ON NEW
MOUNT PIPE (TYP.)
C.L. OF NEW T-MOBILE ANTENNAS
ELEV. ± 97'-0" (AGL)
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
NEW T-MOBILE LOW PROFILE
ADJUSTABLE PLATFORM W/
HANDRAIL KIT TO BE
INSTALLED ANDREW PART #'S
MC-PK8-B & MT-195-8
NEW GROUND WIRE
FROM NEW PIPE TO
PLINTH
NEW MONOPOLE
NEW GROUND WIRE
FROM PLINTH TO NEW
GROUND BAR
NEW T-MOBILE
HYBRID CABLE
2
NEW #2 AWG GREEN
INSULATED GROUND
WIRE TO NEW SECTOR
GROUND BAR, TYP.
ENLARGED ANTENNA ELEVATION DETAIL
3
TYPICAL RF UNIT MOUNTING DETAIL
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
SCALE: N.T.S.
FURNISHED BY T-MOBILE &
INSTALLED BY GC
2. STRUCTURAL/ DESIGN & ANALYSIS
SHALL BE PERFORMED & APPROVED
BY TOWER OWNER AND
MANUFACTURER (STRUCTURAL
ANALYSIS BY OTHERS)
NEW T-MOBILE HYBRID CABLE TO BE
ROUTED INSIDE NEW MONOPOLE FROM
TOP COVP TO BOTTOM COVP. GC TO
FURNISH & INSTALL ALL NECESSARY
MOUNTING HARDWARE
NEW T-MOBILE COVP AND
ALARM BOX TO BE
MOUNTED ON STEEL
PLATFORM W/UNISTRUT
FRAME (BEHIND CIENA)
NEW T-MOBILE SITE
SUPPORT CABINET
MOUNTED ON NEW PLINTH
W/ (2) SYSTEM MODULES
MOUNTED ON TOP OF SSC
USING UNISTRUTS
NEW T-MOBILE CIENA DELIVERY
SWITCH TO BE MOUNTED ON NEW
PLATFORM HANDRAIL W/ UNISTRUTS
NEW
MONOPOLE
FUTURE T-MOBILE
MODULES TO BE
MOUNTED ON STEEL CUBE
NEW T-MOBILE 8'-0" X 12'-0" STEEL
PLATFORM W/ ICE BRIDGE CANOPY TO BE
FURNISHED & INSTALLED BY GENERAL
CONTRACTOR; TOP OF PLATFORM TO BE
ELEVATED ABOVE FPE (BFE +2')
NEW 8'-0" HIGH T-MOBILE ICE
BRIDGE TO BE FURNISHED &
INSTALLED BY GC
NEW 6' HIGH CHAIN
LINK FENCE
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
NEW WOODEN
PLATFORM W/
HANDRAIL
1
SITE ELEVATION (WEST)
LI NOIS
NEW MONOPOLE
FINISHED GRADE
ELEV. ± 0'-0" (AGL)
NEW WOODEN
PLATFORM W/
HANDRAIL
IL
NEW STEEL PLATFORM
OSHA COMPLIANT
LADDER W/ HANDRAIL
NEW ENTRY PORT
NEW UTILITY H-FRAME TO
BE UTILIZED BY T-MOBILE;
EQUIPMENT TO BE
INSTALLED ABOVE BFE
(REFER TO SITE SURVEY)
LICENSED
PROFESSIONAL
ENGINEER
OF
NEW PPC MOUNTED ON
NEW T-MOBILE
HYBRID CABLE
SEE THIS SHEET
FOR DETAILS
A N M . SA
W
Z
062-061844
T
DA
GHA
SPECIAL NOTES:
1. GC TO VERIFY ALL HEIGHTS AND
AZIMUTHS IN FIELD PRIOR TO
CONSTRUCTION. GC SHALL NOTIFY
T-MOBILE AND ENGINEER OF
DISCREPANCIES IMMEDIATELY.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
NEW GRAVEL AREA INSIDE ATC COMPOUND
TO BE FURNISHED AND INSTALLED BY GC.
GEOTEXTILE FABRIC WEED BARRIER TO BE
PLACED UNDER GRAVEL MIRAFI 500X OR
APPROVED EQUAL
SITE ELEVATION
A-2
4
ENLARGED ELEVATION (WEST)
ANTENNA AND CABLE SCHEDULE
SECTOR
ALPHA
BETA
GAMMA
LOCATION
A-2
A-4
A-3
A-1
B-2
B-4
B-3
B-1
C-2
C-4
C-3
C-1
TECHNOLOGY
LTE
-
-
UMTS/PCS
LTE
-
-
UMTS
LTE
-
-
UMTS/PCS
-
-
BLUE (1-4)
-
-
ANDREW
TMBXX-6516-A2M
RAD CENTER
±97'-0"
±97'-0"
COLOR CODING
RED (5-8)
-
-
RED (1-4)
MODEL #
ANDREW
TMBXX-6516-A2M
-
-
MECHANICAL DOWNTILT
0
-
-
0
ELECTRICAL DOWNTILT
2
-
-
GREEN (5-8)
±97'-0"
GREEN (1-4)
BLUE (5-8)
-
-
-
-
0
-
-
0
0
-
-
0
2
2
-
-
2
2
-
-
2
ANDREW
ANDREW
TMBXX-6516-A2M TMBXX-6516-A2M
ANDREW
ANDREW
TMBXX-6516-A2M TMBXX-6516-A2M
RRU TYPE
FRIG
-
-
FXFC
FRIG
-
-
FXFC
FRIG
-
-
(**)
HCS DIA. & TYPE
1.584" HIGH
CAPACITY
-
-
-
-
-
-
-
-
-
-
-
HCS ACTUAL LENGTH
±132'
-
-
-
-
-
-
-
-
-
-
-
135'
-
-
-
-
-
-
-
-
-
-
-
BUNDLE DIA. & TYPE
-
-
-
-
-
-
-
-
-
-
-
-
BUNDLE FACTORY LENGTH
-
-
-
-
-
-
-
-
-
-
-
-
JUMPER TYPE FROM
COVP TO RRU
HYBRID JUMPER
-
-
-
-
-
-
HYBRID JUMPER
JUMPER LENGTH
10'
-
-
8'
12'
-
-
8'
12'
-
-
8'
JUMPER TYPE FROM
RRU TO ANTENNA
RF JUMPER
-
-
RF JUMPER
RF JUMPER
-
-
RF JUMPER
RF JUMPER
-
-
RF JUMPER
JUMPER LENGTH
9'
-
-
8'
9'
-
-
15'
9'
-
-
20'
HYBRID JUMPER HYBRID JUMPER
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
CABLE TIE
50MM
20MM
(1) WRAP OF INSULATION
TAPE (OVERLAPPING 50%)
(2) STRETCH WRAPPED
WRAPS OF SELF
AMALGAMATING TAPE
(STRETCH 30%,
OVERLAPPING 50%)
(3) WRAPS OF INSULATION
TAPE (OVERLAPPING 50%)
RET JUMPER DAISY-CHAIN FROM ALPHA SECTOR TO BETA & GAMMA SECTORS
ANTENNA AND COAXIAL CABLE SCHEDULE
HA
ALP H 340°
T
MU
I
Z
A
NEW T-MOBILE
ANTENNA (TYP.OF 2
PER SECTOR)
ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO
ELEVATION 0'-0"
3.
CONTRACTOR SHALL INSTALL COLOR CODE RINGS ON EACH
OF THE HYBRID CABLES AND JUMPER CABLES WITH UV
RESISTANT TAPE. ALL CABLE SHALL BE MARKED AT TOP AND
BOTTOM WITH 2" COLOR TAPE OR STENCIL TAG. COLOR TAPE
MAY BE OBTAINED FROM GRAYBAR ELECTRONICS.
4.
INSTALL NEW HYBRID THRU THE EXISTING CABLE ENTRY
PORTS AND ROUTE ALONG EXISTING T-MOBILE COAXIAL
CABLES.
RF JUMPER CONNECTION DETAIL
2
LT
B2 E
AZ BE
IM TA
UT
H
12
0°
A
°
MM 240
GA T H
U
IM
AZ
NEW TOWER STANDOFF KIT
SITE PRO PART # STK3
NE
W
N
SE
SW
E
W
N
E
LT 2
C
CHECKED BY: RH
APPROVED BY: GMS
A N M . SA
W
Z
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
(2) NEW BARREL CUSHIONS.
SITE PRO PART # BC124
IL
LI NOIS
NEW COAX BLOCK MOUNTING
HARDWARE. SITE PRO PART #
CH50
ANTENNA
NEW FRIG TO BE MOUNTED ON
NEW T-MOBILE PIPE MOUNT
(TYP. OF 1 PER SECTOR)
NEW T-MOBILE ANTENNA CONFIGURATION
CHECKED BY: GMS
COVP
UM
T
PC S/
S
B1
/
TS
UM CS
P 1
C
1
FXFC & FRLB
DRAWN BY: KC
SCALE: N.T.S.
LEGEND
TMA
FRIG
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
T
DA
2.
(2) NEW FXFC MODULES TO
BE MOUNTED ON NEW
T-MOBILE PIPE MOUNT (TYP.)
(1) NEW COVP TO BE
BANDED DIRECTLY
TO TOWER
ALL ANTENNAS SHALL BE FURNISHED WITH DOWNTILT
BRACKETS. CONTRACTOR SHALL COORDINATE REQUIRED
MECHANICAL DOWNTILT FOR EACH ANTENNA WITH RF
ENGINEER. ANTENNA DOWNTILT SHALL BE SET AND VERIFIED
BY A SMART LEVEL.
GHA
A2
LTE
1.
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
(**) - ALL FXFC MODULES ARE SHARED BY UMTS/PCS ANTENNAS.
A1 S/
T
UM S
PC
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
HCS FACTORY LENGTH
HYBRID JUMPER HYBRID JUMPER
JUMPERS TO BE TORQUED
TO 221.27 IN/LBS
240°
120°
340°
AZIMUTH
S
NOTES :
1. GC TO VERIFY FINAL RF
CONFIGURATION w/T-MOBILE
RF ENGINEER PRIOR TO
INSTALLATION.
2. GC TO VERIFY W/ T-MOBILE
RF ENGINEER WHICH PORTS
SHALL REMAIN UNUSED; GC
TO INSTALL A CAP ON ALL
UNUSED PORTS
NEW COAX BLOCK.
SITE PRO PART # CXB158
3" STD. PLATFORM
SUPPORT ARM
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
CABLE SCHEDULE &
ANTENNA DETAILS
3
RF JUMPER MOUNTING DETAIL
SCALE: N.T.S.
A-3
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
A N M . SA
ZW
062-061844
T
DA
GHA
DRAWN BY: KC
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
IMPORTANT NOTE:
GC TO OBTAIN LATEST RFDS
FROM T-MOBILE PRIOR TO
CONSTRUCTION START
LI NOIS
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
RFDS
1
RFDS
A-3A
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
A N M . SA
ZW
062-061844
T
DA
GHA
DRAWN BY: KC
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
NSN CONFIGURATION
DIAGRAM
1
NSN CONFIGURATION DIAGRAM
A-3B
NOTES:
1. THE GPS ANTENNA MOUNT IS DESIGNED
2. THE MOUNTING PLATE SHALL BE
FABRICATED AS SHOWN AND ATTACHED TO
TO FASTEN TO A STANDARD 1-1/4" DIA. SCH.
THE APPROPRIATE SUPPORT STRUCTURE
40 GALVANIZED OR STAINLESS STEEL PIPE.
USING U-BOLTS. THE SUPPORT PIPE FOR
THE PIPE MUST BE THREADED AT THE
THE GPS SHALL BE MOUNTED USING
ANTENNA MOUNT END. THE PIPE SHALL BE
OVERSIZED U-BOLTS TO ALLOW
CUT TO THE REQUIRED LENGTH (MIN. OF
ADJUSTMENT. IT IS CRITICAL THAT THE GPS
18') USING A WAND OR ROTARY PIPE
ANTENNA IS MOUNTED WITHIN 2" OF
CUTTER TO ASSURE A SMOOTH
VERTICAL AND THE BASE OF THE ANTENNA
PERPENDICULAR CUT. THE CUT PIPE END
IS WITHIN 2" LEVEL.
SHALL BE DEBURRED AND SMOOTH IN
ORDER TO SEAL AGAINST THE NEOPRENE
GASKET ATTACHED TO THE ANTENNAS
MOUNT.
FYGA GPS ANTENNA
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.
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
4. GENERAL CONTRACTOR SHALL ENSURE
THE GPS ANTENNA HAS THE REQUIRED
FULL EXPOSURE TO THE SOUTHERN
HEMISPHERE/HORIZON.
T Mobile
ICE BRIDGE POST/
CANOPY POST
FYGA GPS
MOUNTING KIT
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
NEW GPS ANTENNA
# 2 BCW COPPER
TINNED JUMPER
(CADWELD)
3'-0" MIN.
WAVE GUIDE BRIDGE
MOUNTING BRACKET
ANDREW OR EQUAL
10"
FYGA CABLE
TO FSMF
WAVEGUIDE BRIDGE
HANGER KIT ANDREW OR
APPROVED EQUAL AT
36" O.C. MAX.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
3" DIA. (MIN) SCH 40 PIPE
(PIPE LENGTH MAY VARY
DEPENDING ON ENTRY PORT
HEIGHT, FIELD VERIFY)
FINISH SLOPE TO DRAIN
# 2 BCW, CADWELD TO
GROUND RING (TYP.)
SCALE: N.T.S.
FINISH GRADE
A N M . SA
W
Z
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
3" CLEARANCE
3'-6"
T
DA
1
FYGA GPS ANTENNA DETAIL
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
8"
SEE SHEET A-2 FOR HEIGHT
DIAMOND GRIP CHANNEL
2'-0" WIDE ATTACHED WITH
J BOLTS
C
GHA
HOSE CLAMP WITH WORM
SCREW (TYP. OF 2)
NEW MTS BRIDGE
KIT
12" Ø MIN. CONCRETE PIER.
IL
LI NOIS
PLATFORM HANDRAIL KIT
ANDREW MT-195-B
12"
2
GPS ANTENNA & ICE BRIDGE SECTION
SCALE: N.T.S.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
EQUIPMENT DETAILS
LOW PROFILE CO-LOCATION
PLATFORM KIT. ANDREW
PART# MC-PK8-B
3
NEW ANTENNA PLATFORM W/ HANDRAIL KIT
SCALE: N.T.S.
A-4
6.0"
ATC SERVICES, INC.
Flexi Multiradio BTS System Module FXFC
SUITE 135
IRVING, TX 75063
NYSE AMT
20.1"
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
18.9"
23.0"
T Mobile
15.2"
16.4"
Flexi Multiradio BTS System Module ESMB
5.2"
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
PROPOSED FRIG
Weight
[479.1 mm]
18.86 inches
7.71 kg | 19.0 lb
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
[408.4 mm]
16.08 inches
GHA
[478.8 mm]
18.85 inches
A N M . SA
ZW
062-061844
T
DA
LICENSED
PROFESSIONAL
ENGINEER
OF
[148 mm]
5.83 inches
[517.6 mm]
20.38 inches
Flexi Multiradio BTS System Module FSME
IL
LI NOIS
LARGE COVP (RAYCAP ASU9338TYP01)
SCALE: N.T.S.
Flexi Multiradio BTS System Module FSMF
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
EQUIPMENT
SPECIFICATIONS
FSEB (ALARM BOX)
SCALE: N.T.S.
PROPOSED RF/SYSTEM MODULES
ESMB/FSME/FSMF/
SCALE: N.T.S.
A-4A
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
TOP VIEW
SECTION A-A
BOTTOM VIEW
SCALE: N.T.S.
SCALE: N.T.S.
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
TOP VIEW
SCALE: N.T.S.
FRONT VIEW
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
ISOMETRIC
FRONT VIEW
SCALE: N.T.S.
SCALE: N.T.S.
A N M . SA
ZW
062-061844
T
DA
GHA
SCALE: N.T.S.
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
ISOMETRIC VIEW
SCALE: N.T.S.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
SITE SUPPORT CABINET
& CUBE SPECIFICATIONS
DETAIL B
SIDE VIEW
SCALE: N.T.S.
1
SITE SUPPORT CABINET SPECIFICATIONS
SCALE: NTS
SIDE VIEW
BOLT LAYOUT ISOMETRIC
SCALE: N.T.S.
SCALE: N.T.S.
2
CUBE SPECIFICATIONS
SCALE: NTS
A-4B
3" DIA. (2 7/8" O.D.) CORNER POST
GENERAL NOTES
3" DIA. (2 7/8" O.D. GATE POST)
2 1/2" DIA. (2 3/8" O.D. LINE POST)
WOVEN WIRE FENCE
3. DURING CONSTRUCTION, GENERAL CONTRACTOR WILL CONFORM
TO THE WISCONSIN STANDARD PROCEDURES FOR EROSION CONTROL
BASED ON "THE WISCONSIN PROCEDURES FOR URBAN SOIL EROSION AND
SEDIMENTATION CONTROL MANUAL", LATEST EDITION.
PROJECT 1" ABOVE
GROUND AND SLOPE
ALL AROUND (TYP)
TENSION
WIRE
FIN. GRADE
LINE POST FOOTING
3'-3"
3'-6"
SUITE 135
IRVING, TX 75063
NYSE AMT
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
TYPICAL FENCING NOTES
CORNER,
GATE AND
LINE POST
FOOTING
SEE DETAIL
"B"
0'-12"
ATC SERVICES, INC.
4. CONTRACTOR TO VERIFY LOCATION OF EXISTING BELOW GRADE
UTILITIES PRIOR TO CONSTRUCTION.
12'-0" (MAX.)
EXTERIOR
SIDE
3'-6" (MIN.)
CHAIN LINK FENCE
1 1/2" MAX
CLEARANCE
FROM GRADE
TYPICAL
ELEVATION
2. WEED CONTROL FABRIC SHALL BE USED UNDER ALL AREAS OF
THE YARD & DRIVE
1"
TOP
RAIL
1" CROWN
TENSION WIRE
FINISH
GRADE
4"
SEE PLAN FOR HEIGHT
HORIZONTAL RAILS
BOTTOM
TENSION
WIRE
1"
CHAMFER
TOP OF
CHAIN LINK FENCE
TOP
RAIL
1. NO SCREENING SHALL INTERFERE WITH SIGHT REQUIREMENTS FOR
SAFE INGRESS AND EGRESS.
TRUSS ROD
FACILITY SIDE
(INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900)
GATE AND CORNER POST (12" FOR LINE POST)
18"
TYPICAL SECTION
1. GATE POST, CORNER, TERMINAL OR PULL POST 2 1/2"Ø SCHEDULE 40
FOR GATE WIDTHS UP THRU 6 FEET OR 12 FEET FOR DOUBLE SWING
GATE PER ASTM-F1083.
2. LINE POST: 2 1/2"Ø SCHEDULE 40 PIPE PER ASTM-F1083.
GATE LATCH
GATE POST
3. GATE FRAME: 1 1/2"Ø SCHEDULE 40 PIPE PER ASTM-F1083.
DETAIL "B" POST FOOTING
STYMIELOCK
OR EQUIVALENT
4. TOP RAIL & BRACE RAIL: 1 5/8"Ø SCHEDULE 40 PIPE PER ASTM-F1083.
5. FABRIC: 9 GA. CORE WIRE SIZE 2 1/4" MESH, CONFORMING TO ASTM-A392.
C
L CORNER, TERMINAL
OR PULL POST
2.5" X 3" X 1/4"
PLATE W/ 1 1/4" HOLE
6. TIE WIRE: MINIMUM 9 GA. GALVANIZED STEEL AT POSTS AND RAILS
A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG
RINGS SPACED MAX 24" INTERVALS.
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
7. TENSION WIRE: 7 GA. GALVANIZED STEEL.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
SEE PLAN FOR HEIGHT
1" CROWN
8. BARBED WIRE: NOT USED
4"
TOP BRACE RAIL
4"
4"
MOUNTING BRACKET
#WPA-2, TRUELINK FENCE
AND PRODUCTS
(773) 463-7010
6"
STRETCHER
BAR
9. GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH
AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA.
10. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE
COMPLIED IF REQUIRED.
FENCE POST
DIAGONAL ROD W/
W/STEEL
TURNBUCKLE
11. HEIGHT = SEE SITE PLAN FOR HEIGHT
INTERIOR
BOTTOM
TENSION WIRE
12. ALL WOOD FENCE RAILS TO BE NO. 2 PINE CCA
PRESSURE TREATED LUMBER (IF APPLICABLE).
WIRE FENCE
FINISH GRADE
CAPPED END
14. ALL HARDWARE TO BE HOT DIP GALVANIZED.
WOVEN WIRE CORNER, GATE,
TERMINAL OR PULL POST
EXTERIOR
TYP.
FENCE MOUNTING
3/4" DIA. SOLID
GALVANIZED STEEL ROD
STYMIELOCK DETAIL
DOUBLE SWING GATE - CLR OPNG
WIDTH VARIES (SEE PLANS)
PLUNGER BAR
DOME CAP
1-1/2"
MAX.
TOP
TENSION WIRE
SNOW GATE
GATE HINGE
HOOK BOLTS
LOCKS PROVIDED BY GC
IL
PLUNGER ROD
2'-6"
BRACE RAIL
AT GATE
DIAGONAL ROD
W/STEEL
MUSHROOM CAP DETAIL
MOUNTING BRACKET
#WPA-3, TRUELINK FENCE
AND PRODUCTS
(773) 463-7010
FORK CATCH
3'-0"
6'-0"
LOCK KEEPER GUIDE
1 1/2" (MAX.)
15"
TURNBUCKLE
GATE FRAME
FINISHED GRADE
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
GATE LATCH
WITH LOCK
LOCK KEEPER
PLUNGER BAR
CHAINLINK
FENCE
DETAILS
PIPE SLEEVE
STRAIGHT PLUG
GATE POST
PLUNGER ROD CATCH
SEE DETAIL B-B
WIRE FENCE
18"
GATE MOUNTING
LI NOIS
LATCH FORK
STRETCHER
BAR
3'-6"
CENTER GATE STOP
EMBEDDED IN CONC
A N M . SA
W
Z
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
CL GATE
CL GATE POST
1" CROWN (TYP.)
APPROVED BY: GMS
GHA
3'-3"
3'-6"
LOCKS PROVIDED BY GC
CHECKED BY: RH
T
DA
18"
CHECKED BY: GMS
15. ALL MATERIALS ARE FURNISHED, DELIVERED & INSTALLED BY CONTRACTOR.
1 1/2" MAX
CLEARANCE
FROM GRADE
3/16"
DRAWN BY: KC
13. PICKETS TO BE 7/8 " THICK NO. 1 SPRUCE (IF APPLICABLE).
4.5" ROD EXTENSION
SEE DETAIL "B"
15"
18"
1
WOVEN WIRE SWING GATE, DOUBLE
NEW CHAIN LINK FENCE DETAILS & NOTES
SCALE: NTS
A-5
ATC SERVICES, INC.
WELDED WIRE OR
CHICKEN WIRE
FENCING
6'-0" MAX.
SUITE 135
IRVING, TX 75063
NYSE AMT
SEDIMENT CONTROL FABRIC ATTACHED
USING "HOG RINGS" OR PLASTIC TIES
FENCED IN COMPOUND
SEE SITE PLAN
T Mobile
PROPOSED FENCE
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
2'-0" MIN.
6" OF 3/4" WASHED
CRUSHED STONE
OVER WEED BARRIER
GEOTEXTILE FABRIC
WEED BARRIER TO
BE PLACED UNDER
GRAVEL. MIRAFI 500X
OR APPROVED EQUAL
1'-0"
2% SLOPE
2% SLOPE
COMPACTED SOIL
BACKFILL
1'-0"
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
1'-6" MIN.
FL
L IN
KEY 8"- 12" OF FABRIC INTO TRENCH
6"
6"
OW
E
EXTEND GRAVEL 1'-0"
BEYOND FENCE LINE, TYP.
NOT TO EXCEED LEASE
AREA
"LUGGED-U" OR "T" STEEL
FENCE POST (TYP.)
1
SOIL EROSION CONTROL
SCALE: N.T.S.
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
NOTES:
SCARIFY TOP 6" AND
COMPACT SUBGRADE
F1. REMOVE TOP 6 - INCHES OF GRADE ROM COMOUND.P
2. SCARIFY TOP 6 - INCHES AND COMPACT SUBGRADE.
2
SITE COMPOUND GRAVEL DETAIL
SCALE: N.T.S.
NOTE: 1. EXCAVATED MATERIAL SHALL BE REMOVED AND
DEPOSITED OFF-SITE
2. GRADE DRIVEWAY PARKING AREA & TOWER COMPOUND
@ 2% SLOPE TO PROVIDE DRAINAGE
GEOTEXTILE
FABRIC
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
6''
6"
MIN
FLOW
3
EMBEDDING DETAIL
4
SCALE: N.T.S.
(2) REBAR, PICKETS OR
(2) 2"X2" STAKES DRIVEN 6"
TO 12" INTO GROUND
5
ANCHORING DETAIL
SCALE: N.T.S.
ANGLE FIRST STAKE
TOWARD PREVIOUSLY LAID
BALE
WIRE OR NYLON BOND
BALES PLACED ON
CONTOUR OR AROUND
STRUCTURE
A N M . SA
W
Z
062-061844
T
DA
FLOW
4" VERTICAL
FACE
GHA
METAL OR WOOD
POST OR STAKE
FABRIC ANCHORAGE
TRENCH, BACK FILL W/
TAMPED NATURAL BOIL
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
SILT FENCE DETAIL
SCALE: N.T.S.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
ARCHITECTURAL
& CIVIL DETAILS
A-6
NEW SITE
SUPPORT CABINET
1.4 DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS.
1.5 THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE CONTRACT
DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION
BY THE ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS
SPECIFICALLY INFORMED THE ENGINEER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE
ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.
L4X4X1/4
ABOVE
C6x8.2
C6x8.2
CORNER ICE
BRIDGE SLEEVE
SEE 4/S-2
(TYP. OF 4)
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
L4X4X1/4
ABOVE
23.3"
T Mobile
SSC MOUNTING DETAIL
ON PLINTH-TOP VIEW
NEW STEEL PLATFORM
OSHA COMPLIANT
LADDER W/ HANDRAIL
2.0 STRUCTURAL STEEL NOTES
8
S-1
2.1 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION, THE AISC "CODE
OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITION.
L4X4X1/4
1" DEEP STEEL
GRATING (19W4,
GALV. BEARING
BAR 1/8" WIDE AT
1-3/16" O/C.)
L4X4X1/4
1200
LBS
C6x8.2
2.2 ALL STRUCTURAL STEEL PLATES, SHAPES AND BARS SHALL CONFORM TO ASTM A36, UNLESS
NOTED OTHERWISE. COLD FORMED TUBING SHALL CONFORM TO ASTM A500 GRADE B. PIPES SHALL
CONFORM TO ASTM A53 GRADE B. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR ASTM A36.
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
L4X4X1/4
ABOVE
9
S-1
2
1.6 ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS,
CONTRADICTIONS AND AMBIGUITIES, IN THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER. PLANS AND/OR SPECIFICATIONS WILL BE CORRECTED, OR A WRITTEN
INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE
MADE BY THE ENGINEER BEFORE THE AFFECTED WORK PROCEEDS.
250
LBS
50
LBS
C6x8.2
1.3 THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR SHALL
FURNISH ALL TEMPORARY BRACING AND/OR SUPPORTS REQUIRED AS THE RESULT OF THE CONTRACTOR'S
CONSTRUCTION METHODS AND/OR SEQUENCES.
3
S-1
C6x8.2
NEW PPC MOUNTED ON
NEW T-MOBILE
PLATFORM W/UNISTRUTS
11.6"
1.2 NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN
APPROVAL OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF
CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED
THE CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.
HOLES INSIDE SSC CABINET. GC TO
DRILL NEW HOLES IN THE SAME
LOCATION ON NEW SSC PLINTH
C6x8.2
22.8"
1.1 STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS OF ALL DRAWINGS INTO THEIR SHOP
DRAWINGS AND WORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW.
NEW T-MOBILE CIENA
DELIVERY SWITCH TO BE
MOUNTED ON NEW
PLATFORM W/ UNISTRUTS
4.8"
1.0 GENERAL NOTES
2.3 ALL BOLTS (OTHER THAN ANCHOR BOLTS), NUTS AND WASHERS SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A325. ALL BOLTS SHALL BE 3/4 INCH DIAMETER, MINIMUM. BOLTS USED IN
LATERAL LOAD RESISTING CONNECTIONS SHALL BE FRICTION TYPE, DESIGNED FOR INDICATED
FORCES WITHOUT STRESS INCREASES.
CONCRETE
PIER; SEE
DETAIL 4 THIS
SHEET
500
LBS
C6x8.2
2.4 ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS AND SHALL CONFORM TO LAWS D1.1
"STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING ELECTRODES SHALL BE E70XX.
2.5 ALL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER UP.
PLATFORM PLAN
W
N
S
E
N
1
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
W
SW
SCALE: N.T.S.
SE
3
N
2.7 STEEL BAR GRATING SHALL BE STANDARD BEARING BAR GRATE TYPE GW-125 WITH 1 1/4"x3/16" @ 1 3/16"
O.C. BEARING BARS AS MANUFACTURED BY McNICHOLS (1-800-237-3820) OR EQUAL. USE STANDARD J-BOLTS
AND CLIPS FOR ATTACHMENT. GRATING SADDLE CLIP FASTENERS SHALL BE ASTM A570 GRADE 36 WITH MIN.
THICKNESS OF 14 GA. SELF TAPPING GRATING FASTENERS BOLTS MIN. THICKNESS OF 14 GA. SELF TAPPING
GRATING FASTENERS BOLTS SHALL BE STAINLESS STEEL PER ASTM A240, TYPE 410.
2.9 A. ALL STEEL SHALL BE HOT DIPPED GALVANIZED. B. FIELD TOUCH UP ALL DISTURBED SURFACES
WITH ZINC REACH PAINT. C. GRIND ALL WELDS ON HANDRAILS TO A SMOOTH FINISH.
ICE BRIDGE SLEEVE,
SEE 5/S-2 (TYP. OF 2)
NEW T-MOBILE SITE
SUPPORT CABINET
MOUNTED ON NEW PLINTH
CONNECTION DETAIL
E
2.6 THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER
TRADES WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
"
'-0
R1
2.10 MINIMUM SHEAR CAPACITIES: PROVIDE AT LEAST ONE HALF OF THE UNIFORM LOAD CARRYING
CAPACITY OF THE BEAM WITH THE ASSUMPTION OF FULLY BRACED COMPRESSION FLANGE.
DRAWN BY: KC
CHECKED BY: GMS
2.11 THE DEPTH OF A SIMPLE SHEAR CONNECTION SHALL NOT BE LESS THAN ONE HALF OF THE
NOMINAL DEPTH OF THE BEAM. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO (2).
CHECKED BY: RH
APPROVED BY: GMS
2.12 GRATING SHALL BE MIN. 1" x 3/16" WELDED STEEL WITH BEARING BARS AT 1 3/16"
C.C, GALVANIZED, PROVIDE BANDING AT CUT EDGE OF BEARING BARS. GRATING SHALL
BE SECURED TO STRUCTURAL STEEL WITH TYPE C SADDLE CLIPS, MIN. 14 GA, AND SELF
TAPPING SCREWS. PROVIDE A MINIMUM OF 12 SADDLE CLIPS PER GRATING PANEL.
2.13 STAIR TREADS SHALL BE ABLE TO SAFELY SUSTAIN 100 PSF LIVE LOAD OR A
CONCENTRATED LOAD OF 300 LBS, APPLIED ON A 4 SQUARE INCHES AREA, WHICHEVER
PRODUCES THE GREATER STRESSES.
(8) #6 BARS
A
S-1
ICE BRIDGE CANOPY
POST
3.0 CONCRETE NOTES
ICE BRIDGE CANOPY
POST
PLATFORM
HANDRAIL
8
CONNECTION DETAIL
SCALE: N.T.S.
L4X4X1/4"X9" LONG
ANGLE AT EACH
CORNER W/ (2) 5/8" DIA.
S.S. HILTI KWIK BOLT 3,
6" EMBEDMENT
T/STEEL
(TOP OF PLATFORM)
±5'-0" (AGL)
±727'.00" (NAVD 88)
CONCRETE STRENGTH AT 27 DAYS SHALL BE 4000 PSI MINIMUM
DO NOT FIELD BEND OR WELD TO GRADE 60 REINFORCING STEEL.
PROVIDE IR ENTRAINED CONCRETE WITH AIR CONTENT OF 5% TO 7%
FOR ALL CONCRETE EXPOSED TO EARTH OR WEATHER.
6
S-1
ICE BRIDGE
CANOPY POST
L4X4X1/4"X9" LONG
ANGLE AT EACH
CORNER W/ (2) 5/8"
DIA. S.S. HILTI KWIK
BOLT 3, 6"
EMBEDMENT
7
S-1
1/2"-1" THK.
GROUT
PLATFORM HANDRAIL
24" DIA. MINIMUM
CONCRETE PIER
C-CHANNEL (SEE
PLANS)
L4X4X1/4"X9" LONG ANGLE
AT EACH CORNER W/ (2)
5/8" DIA. S.S. HILTI KWIK
BOLT 3, 6" EMBEDMENT
C-CHANNEL
(SEE PLANS)
4.1. SHOP DRAWINGS, UNLESS OTHERWISE NOTED, SHALL BE
SUBMITTED FOR REVIEW PRIOR TO FABRICATIONS.
4.2. PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE
SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE
CONTRACTOR SHALL STAMP AND SIGN THE DRAWINGS THAT HE HAS
REVIEWED THEM.
9
CONNECTION DETAIL
SCALE: N.T.S.
(9) #6 VERTICAL
BARS
#3 TIES @ 10" O/C
(9) #6 VERTICAL
BARS
24" DIA. MINIMUM
CONCRETE PIER
24" DIA. MINIMUM
CONCRETE PIER
NOTE:
FLOOD PROTECTION
ELEVATION: 727' (NAVD 88)
NOTES:
C-CHANNEL (SEE
PLANS)
24" DIA. MINIMUM
CONCRETE PIER
L4X4X1/4"X9" LONG
ANGLE AT EACH
CORNER W/ (2) 5/8" DIA.
S.S. HILTI KWIK BOLT 3,
6" EMBEDMENT
PLATFORM
HANDRAIL
DETAIL A
1. ALL EXISTING DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED PRIOR TO
FABRICATION
3. ATTACH CABINETS DIRECTLY TO STRUCTURAL STEEL PER MANUFACTURER
RECOMMENDATIONS BUT NOT LESS THAN ONE 1/2"Ø BOLT AT EACH CORNER.
SCALE: N.T.S.
#3 TIES @ 10" O/C
4.3. SHOP DRAWINGS SHALL BE FURNISHED FOR ALL
STRUCTURAL COMPONENTS. ALL SUBMITTALS TO BE TWO (2) SETS
PRINTS AND ONE (1) SET REPRODUCIBLES ONLY.
2. USE MASONRY BITS FOR DRILLING & NO CUTTING/DAMAGING OF REBARS IS ALLOWED
SECTION
ICE BRIDGE
CANOPY POST
5
S-1
8'-0" (MIN.)
4.0 SHOP DRAWINGS
6
T/ FIN. GRADE
±0'-0" (AGL)
±722.00'(NAVD 88)
4
PIER ELEVATION
SCALE: N.T.S.
8109
(3) #3 TIES AT TOP
DO NOT USE IN ADMIXTURE, WATER OR OTHER CONSTITUENTS OF CONCRETE
WHICH HAS CALCIUM CHLORIDE.
MINIMUM COVER FOR REINFORCING STEEL UNLESS INCREASED COVER IS
NECESSARY TO MEET FIRE RATING INDICATED:
-CAST AGAINST AND EXPOSED TO EARTH...............................................3"
-EXPOSED TO EARTH AND WEATHER #11 TO #6 BARS........................2"
-EXPOSED TO EARTH AND WEATHER #5 AND SMALLER..............1 1/2"
-INTERIOR EXPOSURE, BEAMS AND COLUMNS.....................................1 1/2"
-INTERIOR EXPOSURE, SLABS, WALLS AND JOISTS...........................3/4"
TH DDEUS A.
PACYNIA
1/2"-1" THK. GROUT
(3) #3 TIES AT
TOP
C-CHANNEL (SEE
PLANS)
BASE FLOOD ELEVATION
±3'-0" (AGL)
±725'.00" (NAVD 88)
MAXIMUM AGGREGATE SIZE:
-3/4" FOR FOOTINGS, WALLS, BEAMS, SLABS AND COLUMNS.
-3/8" FOR CONCRETE TOPPING.
SCALE: N.T.S.
PLATFORM
HANDRAIL
2'-0"
5'-0"
MEET OR EXCEED THE FOLLOWING CODES AND STANDARDS (LATEST EDITION)
-DESIGN......................................................ACI 318
-CONSTRUCTION.....................................ACI 301
-DETAILING...............................................CRSI MANUAL OF STANDARD PRACTICE
USE CLASS "B" FOR SPLICES UNLESS NOTED
-REINFORCING STEEL.........................ASTM A615 GRADE 60, DEFORMED
ASTM A706 IF BARS ARE TO BE WELDED
-MIXING.......................................................ASTM C94. READY MIX CONCRETE
-AIR ENTRAINMENT...............................ACI 318 AND ASTM C-260
-AGGREGATE...........................................ASTM C33 AND C330 (FOR LT. WEIGHT)
SECTION
5
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
STRUCTURAL NOTES AND
FRAMING PLAN
S-1
7
SECTION
SCALE: N.T.S.
12'-0"
6'-0"
GALVANIZED PIPE
CAP (TYP.)
6'-0"
L4x4x1/4x9' LONG
GALVANIZED PIPE
CAP (TYP.)
(4) 24" WIDE
ICE BRIDGE
3" STD. 10'-6"
LONG ICE BRIDGE
POST (TYP. OF 6)
L4x4x1/4x9' LONG
(TYP. OF 3)
(4) 24" WIDE
ICE BRIDGE
CORNER OF ICE
BRIDGE CANOPY;
SEE DETAIL 3 THIS
SHEET
ATC SERVICES, INC.
3" STD. 10'-6"
LONG ICE BRIDGE
POST (TYP. OF 6)
SUITE 135
IRVING, TX 75063
NYSE AMT
NEW VERTICAL UNISTRUTS
ATTACHED TO HORIZONTAL
UNISTRUTS W/1/2" U-BOLTS
FURNISHED & INSTALLED BY
GC
NEW ALARM BOX
MOUNTED ON NEW
PLATFORM USING
UNISTRUTS
NEW VERTICAL
UNISTRUTS ATTACHED
TO HORIZONTAL
UNISTRUTS W/1/2"
U-BOLTS FURNISHED &
INSTALLED BY GC
NEW ALARM BOX
MOUNTED ON NEW
PLATFORM USING
UNISTRUTS
NEW 1" METALLIC
LIQUIDTIGHT
CONDUIT (TYP.)
T Mobile
NEW UNISTRUTS
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
NEW SYSTEM
MODULE (TYP.)
NEW COVP MOUNTED
ON NEW PLATFORM
USING UNISTRUTS
NEW PLATFORM
HANDRAIL
NEW SYSTEM
MODULE (TYP.)
FUTURE STEEL CUBE
W/ MODULES
NEW PLATFORM
HANDRAIL
NEW UNISTRUTS
NEW
COVP
NEW DC
POWER BOX
T/STEEL
(TOP OF PLATFORM)
±5'-0" (AGL)
±727.00' (NAVD 88)
SSC PLINTH
SSC PLINTH
NEW UNISTRUTS
MOUNTED ON BACK
C-CHANNEL
C6X8.2
C
NEW SITE
SUPPORT
CABINET
(SSC)
1" DEEP STEEL
GRATING (19W4, GALV.
BEARING BAR 1/8" WIDE
AT 1-3/16" O/C.)
PLATFORM LEG, SEE
DETAIL 4 ON SHEET
S-1 (TYP. OF 4)
1" DEEP STEEL
GRATING (19W4, GALV.
BEARING BAR 1/8"
WIDE AT 1-3/16" O/C.)
NEW T-MOBILE
STEEL PLATFORM
ACCESS LADDER
(OSHA
COMPLIANT)
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
C6X8.2
BASE FLOOD ELEVATION
±3'-0" (AGL)
±725.00' (NAVD 88)
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
2
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
EXAMPLE OF T-MOBILE
PLATFORM IN THE FIELD
SCALE: N.T.S.
T/ FIN. GRADE
±0'-0" (AGL)
±722.00'(NAVD 88)
TH DDEUS A.
PACYNIA
1
8109
PLATFORM ELEVATION
C6 (TYP.)
C6 (TYP.)
L2 1/2x2 1/2x1/4", 6 3/4" LONG
(TYP. OF 2)
L2 1/2x2 1/2x1/4", 6 3/4"
LONG
(TYP. OF 2)
1/4"
ICE BRIDGE GRIP STRUT
(2) 1/2" DIA. A307 BOLTS
PER ANGLE
TYP.
1/2" DIA. A307
BOLT (TYP.)
L4x4x1/4", 9" LONG
1/2" DIA. U-BOLT
3" STD. ICE
BRIDGE POST
3
CONNECTION DETAIL
SCALE: 2"=1'-0" (2"=2'-0" IF 11 X 17 SHEET SIZE)
TYP.
4" STD.,
6 3/4" LONG ICE
BRIDGE/H-FRAME
POST SLEEVE
4
TYP.
3/16"
1/4" x 1/2" WIDE BAR
WELDED TO BOTTOM SIDE
OF PIPE TO PREVENT
POST FROM DROPPING TO
GROUND LEVEL (TYP.)
C6 (TYP.)
CONNECTION
DETAIL
3/16"
4" STD.,
6 3/4" LONG ICE
BRIDGE/H-FRAME
POST SLEEVE
5
1/4" x 1/2" WIDE BAR
WELDED TO BOTTOM SIDE
OF PIPE TO PREVENT
POST FROM DROPPING TO
GROUND LEVEL (TYP.)
CONNECTION DETAIL
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
STEEL PLATFORM
ELEVATION & DETAILS
S-2
ATC SERVICES, INC.
SUITE 135
IRVING, TX 75063
NYSE AMT
CL
1'-4"
T Mobile
1'-4"
1'-0"
GALV. BAR
1 1/2" X 3/8" (TYP.)
GALV. BAR
1 1/2" X 3/8" (TYP.)
1 1/2" Ø X-STR.
PIPE RAIL
2
1 1/2" Ø X-STR.
PIPE RAIL
3/16"
3/16"
CL "W" BEAM
3/16"
TOE PLATE CUT-OUT
AT LADDER
BENT PLATE
5"X3/8"X6" LONG
BENT PLATE
5"X3/8"X6" LONG
TYP.
3"
"C" CHANNEL
(SEE PLANS)
GRATING (AS
SHOWN ON
PLAN)
3'-6"
1 1/2" Ø X-STR.
PIPE RAIL
1/4"X4" TOE PLATE
MODEL#296448
STANDARD VERTICAL
RAILING BASE (TYP.)
2
"C" CHANNEL (SEE
PLANS)
GRATING (AS SHOWN
ON PLAN)
3/16"
3/4" Ø RUNGS EQUALLY
SPACED NOT TO
EXCEED 12" O/C
6"
1" CLEAR MIN. TO
EDGE OF STEEL
MODEL#448106
KEE KLAMP SINGLE
SOCKET TEE (TYP.)
1
4'-0" (MIN.)
3
FINISHED
GRADE
1
LADDER ELEVATION
SCALE: N.T.S.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
8109
MODEL#448172
KEE KLAMP TWO SOCKET
CROSS (TYP.)
3"
FINISHED
GRADE
TH DDEUS A.
PACYNIA
2
S-3
8"
3"
8"
C
2"
1/2" Ø SQ. HEAD
BOLTS & NUTS
1/2"
6"
1/2"
C-CHANNEL
(SEE PLANS)
1/4"X4" TOE PLATE
GRATING (AS SHOWN
ON PLAN)
5"
3"
1
T-RUNG FLUSH W/TOP
OF GRATING
1/4"X4" TOE PLATE
10"
1 1/2" Ø X-STR. PIPE
POST @ 4'-0" O.C. MAX
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
3"
5"
1'-9"
4"
4"
6"
1
1 1/2" Ø X-STR.
PIPE RAIL
3
1'-9"
TYP.
1'-9"
1'-9"
BAR 2 1/2" X 3/8" (TYP.)
3'-6"
4'-1"
TYP.
1 1/2" Ø X-STR.
PIPE RAIL
1 1/2" Ø X-STR.
PIPE RAIL
BAR 2 1/2" X 3/8" (TYP.)
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
GRIND SMOOTH &
ROUND CORNERS (TYP.)
3"
1'-0"
2
LADDER SECTION
SCALE: N.T.S.
3
HANDRAIL ELEVATION
SCALE: N.T.S.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
PLATFORM
DETAILS
S-3
OHW
ALL LANDSCAPING TO BE
RESTORED TO ORIGINAL
CONDITION OR BETTER.
PHOTOS OF BEFORE AND
AFTER REQUIRED.
IMPORTANT NOTE:
C
ALL UNISTRUT, FASTENERS, HARDWARE,
ETC; ARE TO BE EITHER HOT-DIPPED
GALVANIZED OR STAINLESS STEEL.
GENERAL CONTRACTOR SHALL NOT USE
ZINC-PLATED OR PRE-GALVANIZED
GAS
OHW
GAS
ASPHALT
AREA
FIBER ROUTE TO BE CONFIRMED WITH SERVICE
PROVIDER AND ATC AND T-MOBILE PRIOR TO
CONSTRUCTION START
E
OHW
GAS
C
E
E
E
UF
E
E
E
NEW 12' WIDE
ACCESS EASEMENT
OHW
E
X
E
E
X
E
UE
X
X
OHW
E
FIBER
X
OHW
X
E
X
UE
/U
F
E
X
OHW
E
UE
(FROM EXISTING POLE
W/FIBER SPLICE TO
ATC H-FRAME)
X
UE
E
X
E
ELECTRIC
W/FIBER SPLICE AND NEW
TRANSFORMER (BY COMED)
TO BE UTILIZED AS FIBER &
POWER SOURCE
±401'
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
5.) ALL MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI,
NEMA, NFPA, AND "UL" LISTED.
6.) THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY UBC, NEC, T-MOBILE, AND ALL APPLICABLE
LOCAL CODES.
W
N
W
N
SW
S
CODES AND STANDARDS
SE
4.) ELECTRICAL PLANS, DETAILS, AND DIAGRAMS ARE DIAGRAMMATIC ONLY. FIELD CONDITIONS DICTATE
THE AMOUNT AND LOCATION OF EQUIPMENT.
12.) ALL ABOVE GROUND CONDUITS AND BUSHING SHALL BE RGS.
APPROVED BY: GMS
GHA
X
X
3.) CONTRACTOR SHALL PERFORM ALL VERIFICATION TESTS AND EXAMINATION WORK PRIOR TO THE
ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL
ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY
EQUIPMENT & DISCREPANCIES.
11.) ALL SINGLE- PHASE SELF- CONTAINED METER CONNECTION DEVICES MUST INCLUDE HORN TYPE BY-PASS PROVISION
SO THAT SERVICE WILL NOT BE INTERRUPTED WHEN A METER IS REMOVED FROM THE SOCKET.
CHECKED BY: RH
13.) ALL WORK IS TO COMPLY W/THE NATIONAL ELECTRICAL CODE (NEC) & ANY ORDINANCES, CODES & ALL OTHER
ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL FURNISH & PAY FOR ALL PERMITS &
RELATED FEES.
14.) ALL EQUIPMENT & MATERIALS FURNISHED & INSTALLED UNDER THIS CONTRACT SHALL BE UNDERWRITERS
LABORATORIES (U.L.) LISTED, NEW, FREE FROM DEFECTS, & SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM
DATE OF FINAL ACCEPTANCE BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD
DUE TO FAULTY WORKMANSHIP, MATERIALS OR EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS
& LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER.
15.) ALL WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER & SHALL PRESENT A NEAT MECHANICAL APPEARANCE
WHEN COMPLETED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING & PATCHING RELATED TO ELECTRICAL
WORK, & SHALL RESTORE ALL EXISTING LANDSCAPING, SPRINKLER SYSTEMS, CONDUITS, WIRING, PIPING, ETC. DAMAGED BY
THE ELECTRICAL WORK TO MATCH EXISTING CONDITIONS.
16.) ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR, MATERIALS & EQUIPMENT REQUIRED TO
COMPLETE ELECTRICAL POWER & LIGHTING SYSTEMS, TELEPHONE & COMMUNICATIONS SYSTEMS, PANEL BOARDS,
CONDUIT, CONTROL WIRING, GROUNDING, ETC. AS INDICATED ON ELECTRICAL DRAWINGS &/OR AS REQUIRED BY
GOVERNING CODES.
NEC
ANSI
NATIONAL ELECTRICAL CODE
AMERICAN NATIONAL STANDARDS INSTITUTE
NEMA
NFPA
UL
IBC
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NATIONAL FIRE PROTECTION ASSOCIATION
UNDERWRITERS LABORATORIES, INC.
INTERNATIONAL BUILDING CODE
BUILDING OFFICIAL AND CODE ADMINISTRATORS
19.) GC WILL NOT START CONSTRUCTION UNTIL AFTER THEY RECEIVE THE PRE CON PACKAGE AND HAVE A PRE CON WALK
WITH THE PM.
20.) GC TO PROTECT ALL UNDERGROUND UTILITIES DURING CONSTRUCTION
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
ABBREVIATIONS
GEN
GND
GPS
O/H
PCS
GENERATOR
GROUND
AIC
AWG
AMPS INTERRUPTING CAPACITY
AMERICAN WIRE GAUGE
BCW
BARE COPPER WIRE
BTS
BASE TRANSMISSION SYSTEM
C
CAB
CONDUIT
CABINET
DISC
DISCONNECT SWITCH
TYP
DRAWING
TYPICAL
DWG
ELEC
UG
UNDERGROUND GAS
ELECTRICAL
EMT
ELECTRICAL METALLIC TUBING
UW
UNDERGROUND WATER
SS
STORM SEWER
PPC
RGS
GLOBAL POSITIONING SYSTEM
OVERHEAD
PERSONAL COMMUNICATION SYSTEM
POWER PROTECTION CABINET
RIGID GALVANIZED STEEL
17.) GC TO HIRE PUBLIC UNCC & 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.
18.) THESE PLANS MAY NOT CONTAIN OR REVEAL ALL SUBSURFACE UTILITIES; GC IS RESPONSIBLE OF LOCATING AND
PROTECTING ALL UTILITIES DURING CONSTRUCTION.
A N M . SA
W
Z
062-061844
T
DA
EXISTING
ELECTRICAL
JUNCTION BOX
E
SCALE:1/32"=1'-0" (1/32"=2'-0" IF 11x17 SHEET SIZE)
1.) NATIONAL ELECTRIC CODE, LATEST EDITION .
2.) ALL ELECTRICAL MATERIALS, EQUIPMENT AND INSTALLATION
PROSEDURES TO CONFORM WITH LOCAL JURISDICTION REQUIREMENTS.
9.)PROVIDE T-MOBILE WITH ONE SET OF COMPLETE ELECTRICAL "AS-BUILT" DRAWINGS AT THE COMPLETION OF THE JOB
SHOWING ACTUAL ROUTINGS AND WIRING CONNECTIONS.
CHECKED BY: GMS
ALL CONDUITS INCLUDE 15% EXTRA
E
N
UTILITY SITE PLAN
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
DRAWN BY: KC
OHW
X
H
GENERAL ELECTRICAL NOTES
10.) LABEL ALL ELECTRICAL EQUIPMENT PER T-MOBILE SPECIFICATIONS.
±48'
(FROM ATC
H-FRAME TO PPC)
NEW 40'-0" X 40'-0" ATC
7.)ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE A MINIMUM INTERRUPTING RATING OF
20,000 AIC WHERE APPLICABLE.
8.)PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK.
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
X
X
X
X
UE/UF
NEW 39'-0" X 39'-0" CHAIN
LINK FENCE COMPOUND;
GC TO INSTALL 6-FT HIGH
1
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
ELECTRIC
(ASPHALT)
UE
X
NEW 8' WIDE
UTILITY EASEMENT
±48'
(FROM ATC
H-FRAME TO CIENA)
E
X
OVERHEAD ELECTRIC
CONDUIT
OVERHEAD FIBER
CONDUIT
OF
<
X
DITC
OE
T Mobile
<
OHW
X
E
UE
X
EXIS
TING
ELECTRIC CONDUIT
SERVICE CONDUIT LENGTH
(EXCLUDING LENGTH FOR CONDUITS NOTE:
FROM PPC TO SITE SUPPORT
* THE CONDUIT LENGTH
CABINET)
GIVEN IS BASED ON THE
DRAWING +15%.
FIBER
THE EXACT LENGTH TO BE
±396'
VERIFIED IN FIELD. GC TO
(FROM UTILITY POLE
VERIFY LENGTHS AFTER
W/ FIBER SPLICE TO
COORDINATING W/ SERVICE
ATC H-FRAME)
UTILITY COMPANIES.
<
E
CONDUIT AND WIRE SIZING TO BE PER NEC FOR 600A
SERVICE. SERVICE ENTRANCE PER COMED EQUIPMENT
RULES. UTILITY CONDUITS TO BE PARALLELED AND A
MINIMUM OF SCH. 40 PVC UNDERGROUND WITH RGC
ELBOWS AND RISERS. RISERS ON POLE TO BE 15FT.
ABOVE GRADE WITH COILED WIRE TAILS TO REACH
TRANSFORMER CONNECTIONS
UE/UF
R.O.W. LINE
X
NEW T-MOBILE 8'X12'
STEEL PLATFORM
UE/UF
W
<
E
X
NEW 10'-0" X 20'-0" T-MOBILE
LEASE AREA (200 SQ FT)
X
E
<
<
OHW
UE
X
NEW UTILITY H-FRAME
600A 120/240V 1Ø 3W (2)
2-GANG METER BANKS;
(1) METER SOCKET TO BE
UE/UF
<
WILLARD AVE
E
E
X
E
X
E
NEW MONOPOLE
SHOWING NEW
T-MOBILE ANTENNA
MOUNTS; SEE SHEET
A-2 FOR DETAILS
E
UE
<
<
E
E
(1) NEW 4" RIGID PVC SCH. 40 UNDERGROUND
CONDUIT WITH RGC ELBOWS AND RISERS. FIBER
CONDUIT TO BE ROUTED FROM EXISTING UTILITY
POLE TO NEW FIBER DEMARCATION BOX ON NEW
UTILITY H-FRAME; FINAL ROUTE TO BE DETERMINED
BY FIBER PROVIDER. GC TO PROVIDE PULL STRING.
<
OHW
<
X
E
<
E
S
E
NEW LOCATION OF POWER STATION MATCHING
EXISTING STATIONS ON PREMISES TO BE
INSTALLED
@ 20' O.C. STARTING AT 20' TO THE
S
SOUTH OF PORTABLE ENCLOSURE (TYP. OF 3).
CIRCUITS TO ORIGINATE FROM EXISTING
JUNCTION BOX AT SOUTHEAST CORNER OF YARD
<
X
E
E
FIBER OPTIC CABLE
UNDERGROUND
ELECTRIC CONDUIT
E
E
E
E
UNDERGROUND FIBER
OPTIC CABLE
FO
X
E
E
<
C
E
E
SUITE 135
IRVING, TX 75063
NYSE AMT
LEGEND
GASOHW
EXISTING
BUILDING
E
ATC SERVICES, INC.
GAS
OHW
GAS
G
BIDDING & CONSTRUCTION NOTE:
WIRE SIZES SHOWN ARE ESTIMATED MINIMUMS. IT IS THE
ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND
COMPLY WITH THE APPLICABLE LOCAL ELECTRICAL AND
BUILDING CODES IN ADDITION TO NEC 2008 AND FOLLOW
WHICHEVER IS MORE CONSERVATIVE. CONTRACTOR SHALL
ESTIMATE PHASE CONDUCTOR SIZE & UTILIZE THE
APPROPRIATE WIRE SIZE AND TYPE ASSUMING A 2% VOLTAGE
DROP. CONTRACTOR TO CONFIRM WITH LOCAL ELECTRICAL
INSPECTOR PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF
DISCREPANCIES PRIOR TO CONSTRUCTION START.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
ELECTRICAL SITE PLAN
AND DETAILS
E-1
LEGEND
UNDERGROUND FIBER
OPTIC CABLE
X
T Mobile
NEW 10'-0" X 20'-0" T-MOBILE
LEASE AREA (200 SQ FT)
X
NEW T-MOBILE 8'X12'
STEEL PLATFORM
X
X
NEW
GRAVEL
AREA
X
NEW T-MOBILE CIENA
DELIVERY SWITCH TO BE
MOUNTED ON NEW PLATFORM
TO BE MOUNTED ON NEW
PLATFORM CANOPY POST
NEW T-MOBILE COVP AND ALARM BOX
TO BE MOUNTED ON STEEL PLATFORM
W/ UNISTRUT FRAME
(1) NEW 2" FLEXIBLE ELECTRICAL
CONDUIT FROM NEW T-MOBILE
SITE SUPPORT CABINET TO NEW
COVP; APPROXIMATE LENGTH=
X
X
(1) NEW 3/4" RMC W/ (2) #12 AWG
AND (1) #12 AWG GRND. WIRES
FROM NEW PPC TO NEW LIGHT
ROUTED UNDER PLATFORM;
APPROXIMATE LENGTH= 14'
X
NEW PPC MOUNTED ON
NEW T-MOBILE SITE SUPPORT
CABINET MOUNTED ON NEW
PLINTH W/ (2) SYSTEM
MODULES MOUNTED ON TOP
OF SSC USING UNISTRUTS
X
NEW STEEL PLATFORM
OSHA COMPLIANT
LADDER W/ HANDRAIL
(1) NEW 1-1/4" RIGID ELECTRIC CONDUIT
W/(3) #3 AWG WIRES FOR POWER AND (1)
#8 GROUND WIRE FROM NEW SSC TO
PPC CABINET ROUTED UNDER
PLATFORM; APPROXIMATE LENGTH=
X
X
NEW WOODEN
PLATFORM W/
HANDRAIL
X
X
X
(1) NEW 2" RIGID PVC SCH. 40
UNDERGROUND FIBER CONDUIT TO BE
ROUTED FROM NEW FIBER DEMARCATION
BOX TO NEW T-MOBILE CIENA MOUNTED
ON NEW T-MOBILE PLATFORM;
X
X
X
X
X
X
X
X
NEW 8' WIDE
UTILITY EASEMENT
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
A N M . SA
ZW
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
CONDUIT AND WIRE SIZING TO BE PER NEC FOR 600A
SERVICE. SERVICE ENTRANCE PER COMED EQUIPMENT
RULES. UTILITY CONDUITS TO BE PARALLELED AND A
MINIMUM OF SCH. 40 PVC UNDERGROUND WITH RGC
ELBOWS AND RISERS. RISERS ON POLE TO BE 15FT.
ABOVE GRADE WITH COILED WIRE TAILS TO REACH
TRANSFORMER CONNECTIONS
NEW UNDERGROUND CONDUITS
TO RUN FROM H-FRAME TO
UTILITY POLE ON WILLARD AVE.
DRAWN BY: KC
X
(1) NEW 2" RIGID PVC SCH. 40
UNDERGROUND ELECTRIC CONDUIT
W/(3) 3/0, (1) #4 AWG CU. THHN. FROM
NEW T-MOBILE METER TO NEW PPC
MOUNTED ON NEW T-MOBILE PLATFROM;
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
GHA
X
X
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
T
DA
2-GANG METER BANKS;
X
X
X
X
X
X
X
X
X
X
X
X
X
LI NOIS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
ENLARGED ELECTRIC &
FIBER PLAN
CONDUIT WITH RGC ELBOWS AND RISERS;
FINAL ROUTE TO BE DETERMINED BY FIBER
PROVIDER. GC TO PROVIDE PULL STRING.
N
W
SE
SCALE:3/8"=1'-0" (3/8"=2'-0" IF 11x17 SHEET SIZE)
NW
E
ENLARGED ELECTRIC & FIBER PLAN
E
N
1
SW
NEW UTILITY H-FRAME
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
FUTURE STEEL
CUBE W/ MODULES
FUTURE (2) NEW 1" RIGID CONDUITS (FOR FIBER &
POWER) FROM NEW SSC TO MODULES MOUNTED
GC TO ROUTE UNDER PLATFORM
(2) NEW 1" RIGID CONDUITS FROM
NEW T-MOBILE CIENA BOX TO
NEW SITE SUPPORT CABINET: (1)
FOR FIBER AND (1) FOR ELECTRIC;
APPROXIMATE LENGTH=
X
X
X
X
X
X
X
OF
X
OVERHEAD ELECTRIC
CONDUIT
OVERHEAD FIBER
CONDUIT
X
ELECTRIC CONDUIT
SUITE 135
IRVING, TX 75063
NYSE AMT
NEW T-MOBILE
8'-0" HIGH ICE
BRIDGE
X
E
OE
ATC SERVICES, INC.
X
UE
X
FIBER OPTIC CABLE
UNDERGROUND
ELECTRIC CONDUIT
X
FO
X
UF
S
FIBER ROUTE TO BE CONFIRMED WITH SERVICE
PROVIDER AND ATC AND T-MOBILE PRIOR TO
CONSTRUCTION START
E-1A
EXISTING
FIBER SPLICE
E
GC TO INSTALL NEW 15
AMP DISCONNECT
BREAKER INSIDE PPC
CABINET
NEW ATC UTILITY H-FRAME
FUTURE
STEEL CUBE
NEW
W/ MODULES
COVP
NEW PPC
(200A)
NEW SSC
1'-6 1/4"
NEW
CIENA
E
NEW
UAM
LOOP MIN. 15' SLAG UP
SERVICE POLE FOR UTILITY
SERVICE CONNECT-ENCLOSE
IN POLE PROTECTOR (TYP.)
NEW P1000
UNISTRUTS PROVIDE
HARDWARE AS
REQUIRED.
VERTICAL PIECES TO
BE PLACED ON
CIENA MOUNTING
NEW FIBER
PULL BOX
NEW 48V DC BREAKER
BOX W/ 1/4" SPRING
NUTS & BOLTS
PWR.
(1) NEW 1" RMC ELECTRIC W/(3)
#12 AWG WIRES & (1) #6 GRND
WIRE FROM NEW SSC TO NEW
CIENA DELIVERY SWITCH
15-FT RIGID SLEEVE ALONG
EXISTING POLE (TYP.)
CONDUIT AND WIRE SIZING TO BE PER NEC
FOR 600A SERVICE. SERVICE ENTRANCE PER
COMED EQUIPMENT RULES. UTILITY CONDUITS
TO BE PARALLELED AND A MINIMUM OF SCH.
40 PVC UNDERGROUND WITH RGC ELBOWS
AND RISERS. RISERS ON POLE TO BE 15-FT
ABOVE GRADE W/COILED WIRE TAILS TO
REACH TRANSFORMER CONNECTIONS
CONDUIT WITH RGC ELBOWS AND RISERS. FIBER
CONDUIT TO BE ROUTED FROM EXISTING UTILITY
POLE TO NEW FIBER DEMARCATION BOX ON NEW
UTILITY H-FRAME; FINAL ROUTE TO BE DETERMINED
BY FIBER PROVIDER. GC TO PROVIDE PULL STRING.
UE
UE
UF
UF
NEW T-MOBILE 200AMP 22 KAIC
BREAKER TO BE INSTALLED BY
ELECTRICAL CONTRACTOR
(2) 2-GANG METER BANKS;
UE
E
FO
E
E
E
FO
UE
UF
(1) NEW 2" FLEXIBLE
ELECTRICAL CONDUIT FROM
NEW SSC TO NEW COVP
E
E
UF
(1) NEW 1" RMC W/(1)
CAT-6 CABLE FOR FIBER
FROM NEW SSC TO NEW
CIENA DELIVERY SWITCH
(2) FUTURE 1" RIGID
CONDUITS (FOR FIBER &
POWER) FROM NEW SSC TO
MODULES MOUNTED ON CUBE
(1) NEW 2" FIBER PVC SCH 40
UNDERGROUND CONDUIT
FROM NEW T-MOBILE CIENA
BOX MOUNTED ON NEW
PLATFORM HANDRAIL W/
UNISTRUTS TO NEW FIBER
DEMARCATION BOX ON ATC
H-FRAME
FO
ROUTING SHOWN IS BASED ON ASSUMPTIONS FROM VISUAL FIELD
OBSERVATIONS OF EXISTING POLES & TRANSFORMERS. THESE PLANS
MAY OR MAY NOT REFLECT AND/OR CONTAIN THE FINAL SCENARIO
FOR POWER OR FIBER ROUTING. THE ELECTRICAL DESIGN SHOWN IS
FOR PERMITTING PURPOSES ONLY AND IS NOT FOR CONSTRUCTION.
ADDITIONAL TRANSFORMER MAY BE REQUIRED. LONGER LEAD TIMES
MAY BE POSSIBLE. CONCORDIA IS NOT RESPONSIBLE FOR CODE
COMPLIANCE OR COMPLIANCE W/ POWER CODE. ELECTRICIAN IS
REQUIRED TO CONFIRM COMPLIANCE OF SITE W/ LOCAL, COUNTY,
STATE AND/OR NATIONAL ELECTRICAL CODES. THE MOST
RESTRICTIVE OF SUCH CODES SHALL GOVERN AND BE APPLICABLE.
THE DESIGN SHOWN ON THESE PLANS IS SUBJECT TO VERIFICATION
AND APPROVAL BY T-MOBILE & GC. GC SHALL BE RESPONSIBLE FOR
VERIFYING FINAL SCENARIO & CODE COMPLIANCE & IS RESPONSIBLE
FOR COORDINATING WITH T-MOBILE POWER COORDINATOR.
GC SHALL BID ON THESE PLANS USING THE WORST CASE SCENARIO.
ATTENTION GC:
1.) CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR
CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE.
THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY
CONTRACTOR.
2.) CONTRACTOR TO VERIFY LOCAL UTILITY REQUIREMENTS FOR
DEPTH, TYPE, SIZE & SEPARATION OF CONDUIT PRIOR TO
INSTALLATION . NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF
ANY DISCREPANCIES
3.) CONTRACTOR TO CALL UTILITY LOCATE HOTLINE 48 HRS. PRIOR TO
EXCAVATING FOR UNDERGROUND UTILITY LOCATIONS.
SURROUNDING EXCAVATED AREA MUST BE PRIVATELY LOCATED FOR
NONPUBLIC UTILITIES.
4.) ALL EXTERIOR CONDUITS SHALL BE RGS
5.) ALL INTERIOR CONDUITS SHALL BE EMT
6.) GC TO FIREPROOF ALL PENETRATIONS
7.) GC TO WEATHERPROOF ALL EXTERIOR PENETRATIONS
8.) GC SHALL MAINTAIN A MAXIMUM VOLTAGE DROP OF 3%
9.) GC SHALL COMPLY W/ ALL REQUIREMENTS OF BUILDING CODE,
VOLUMES 1& 2, INCLUDING ELECTRICAL CODE.
10.) GC SHALL FURNISH & INSTALL ALL NECESSARY HARDWARE/
JUNCTION BOXES / STRAIN RELIEF EQUIPMENT AS NECESSARY PER
BUILDING CODE & INSPECTOR. GC TO PROTECT ALL EXISTING UTILITY
CONDUITS, ENCLOSURES & WIRES DURING CONSTRUCTION.
22" MAX. EXTENSION
20" O.C.
(1) NEW 1-1/4" RMC FOR POWER
(W/(3) #3 AWG WIRES FOR POWER
AND (1) #8 GROUND WIRE) FROM
NEW PPC CABINET TO NEW SSC
NEW 1-5/8" GALV.
STEEL STRUT, ATTACH
TO INTERIOR WALL
2
FIBER CONDUIT
SEE THIS SHEET FOR SIZE
AIC:
GROUND BAR:
NEW 1-1/4" NON-METALLIC
SEAL-TITE W/ CAT6A
EXTENDED FROM END OF
WHIP W/ CONNECTOR
TAPED TO END
YES
BREAKER BREAKER BREAKER SERVICE USAGE PHASE A PHASE B USAGE SERVICE BREAKER BREAKER BREAKER
AMPS
POLES
STATUS LOAD VA FACTOR
VA
VA
FACTOR LOAD VA STATUS
POLES
AMPS LOAD DESCRIPTION
--100
2
ON
4200
1.25
5250
0.00
0
N/A
----------ON
4200
1.25
5250
0.00
0
N/A
----15
500
1.00
500
0.00
0
--1
ON
N/A
----------N/A
0
0.00
0
0.00
0
N/A
----------N/A
0
0.00
0
0.00
0
N/A
----------N/A
0
0.00
0
0.00
0
N/A
----------N/A
0
0.00
0
0.00
0
N/A
----------N/A
0
0.00
0
0.00
0
N/A
----------N/A
0
0.00
0
0.00
0
N/A
----------N/A
0
0.00
0
0.00
0
N/A
----0
0.00
0
0.00
0
------N/A
N/A
------20
1
ON
180
1.00
180
0.00
0
N/A
----5750
5430
VA
TOTAL KVA 11.18
46.58
AMPS
CKT
2
4
6
8
10
12
14
16
18
20
22
24
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.
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.
CONDUIT MATERIAL SCHEDULE:
NEW 1-1/4" STRAIGHT
NON-METALLIC SEAL-TITE
CONNECTOR PART#
LQA1125
CONDUIT NOTES:
1. HWGC SHALL BE USED WHEN INSTALLED IN OR
UNDER CONCRETE SLABS, IN CONTACT WITH EARTH,
OR EXPOSED ABOVE GRADE.
2. EMT SHALL BE USED ONLY FOR INTERIORS RUNS
AND SHALL HAVE COMPRESSION TYPE FITTINGS.
3. SEAL TIGHT, FLEXIBLE CONDUIT MAY BE USED
WHERE CODE PERMITS. ALL CONDUIT SHALL HAVE
FULL SIZE EQUIPMENT GROUND WIRE.
4. PVC SHALL BE SCH 40
5. SERVICE CONDUITS SHALL HAVE NO MORE THAN (3)
-90° BENDS IN ANY SINGLE RUN. THE CONTRACTOR
SHALL PROVIDE PULL BOXES AS NEEDED WHERE
CONDUIT REQUIREMENTS EXCEED THESE
CONDITIONS.
6. SERVICE CONDUIT SHALL BE AT A MINIMUM DEPTH
OF 42".
7. 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.
8. ELECTRICAL CONDUITS SHALL TRANSITION TO
SEALTIGHT AT SSC BASE ENTRY TO PREVENT
WIRING CONTACT WITH CONCRETE AND SHARP
CABINET EDGES. GC TO CAP & SEAL ALL FUTURE
CONDUITS.
ALL MATERIALS FURNISHED &
1. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER
INSTALLED BY GC
UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL
CONTACT UTILITY SERVICE PLANNERS AND OBTAIN ALL SERVICE 9. ROUTE RGS SCH. 40 CONDUIT BELOW GRADE
REQUIREMENTS AND INCLUDE COSTS FOR SUCH IN HIS BID.
FROM THE PPC TO THE TO THE DISCONNECT -- ALL
2. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR
CONDUITS BELOW PAVED SURFACED SHALL BE
CONNECTION OF TEMPORARY AND PERMANENT POWER TO HE
SCH. 80. ALL EXPOSED EXTERIOR CONDUITS SHALL
SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE
BE RGS SCH. 40 AND INTERIOR CONDUITS (I.E.
PAID BY CONTRACTOR.
ROOFTOPS) MAY BE SUBSTITUTED BY EMT.
UTILITY COORDINATION NOTES:
3. PROVIDE DAILY UPDATES TO PM UNTIL FINAL ELECTRICAL
SERVICE IS EFFECTED.
NOTES:
1. ALL CONDUITS & CONDUCTORS FURNISHED AND
INSTALLED BY CONTRACTOR UNLESS NOTED
OTHERWISE.
2. SEE SINGLE-LINE DIAGRAM FOR UTILITY CONDUITS
& CONDUCTOR SIZES.
3. ALL UTILITY LOCATIONS AND CONNECTIONS TO BE
VERIFIED WITH T-MOBILE REPRESENTATIVE.
4. BELLOW GRADE CONDUITS FROM PPC-CABINET TO
BE RGS FROM ELBOW TO STUB-UP.
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.) SEAL TIGHT FLEXIBLE CONDUIT MAY BE USED WHERE
CODE PERMITS.
FIXED
NEW 8"x8"x4" JUNCTION
BOX W/ 3/8" SPRING NUTS
AND BOLTS
1.) IT SHALL BE THE CONTRACTOR'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.) CONTRACTOR TO COORDINATE WITH UTILITY COMPANY
FOR CONNECTION OF TEMPORARY AND PERMANENT POWER
TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP
COSTS TO BE PAID BY CONTRACTOR.
3.) CONTRACTOR TO VERIFY LOCAL UTILITY REQUIREMENTS
FOR DEPTH, SIZE & SEPARATION OF CONDUIT PRIOR TO
INSTALLATION . NOTIFY CONSTRUCTION MANAGER
IMMEDIATELY OF ANY DISCREPANCIES
4.) CONTRACTOR 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.
15A GFI RECEPTACLE
GENERATOR
RECEPTACLE
NOTES:
GROUND
PORT
FLOAT
(DOOR REMOVED) AC CABINET
FIXED
NEW MAXCELL PULL
SLEEVE CONDUIT FOR
FIBER TO CIENA, 4' FIRE
HOSE COILED AND
ZIPTIED, CLEARLY
NOTED AAV
FO
FO
3
CIENA DETAIL
SCALE: N.T.S.
REMOVABLE HINGED
DEAD FRONT
o1.875 OUTER
KNOCKOUT
E
FLOAT
MAIN
DISCONNECTS
(UTILITY/
GENERATOR)
WITH
MECHANICAL
INTERBLOCK
TRANSIENT VOLTAGE
SURGE SUPPRESSION
o1.375 INNER
KNOCKOUT
(2X)
24 OR 30 POSITION
LOAD CENTER
1.38
2X
3.00 TYP.
4
PPC CABINET DETAILS
SCALE: N.T.S.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
NEW UAM
FIXED
JOINT UTILITY TRENCH DETAIL
SCALE: N.T.S.
12"
24"
YES
YES
3
22,000
NEW PLASTIC
CAP ON EACH
SIDE (TYP.
ALL STRUTS)
12"
N TO GROUND BOND:
INTERNAL TVSS:
WIRE:
12"
1
200 AMPS
YES
11"
LOAD DESCRIPTION
SITE SUPPORT CABINET
--SERVICE LIGHT
----------------GFCI OUTLET
NEW
T.B.D.
PHASE:
BUSS RATING
NEUTRAL BAR:
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
NEW 1-1/4"
NON-METALLIC
10" LONG WHIP
W/ 5' OF (1) EA.
BLUE #12 AWG
STRANDED WIRE
& (1) EA. BLACK
#12 AWG
STRANDED AND
(1) EA. GREEN #6
AWG STRANDED
EXTENDED FROM
END OF WHIP W/
CONNECTOR
TAPED TO END
NEW 48V DC
BREAKER BOX
W/ 1/4" SPRING
NUTS & BOLTS
UNISTRUT FOR
CONDUIT
SUPPORT,
ATTACHED TO
INTERIOR WALL;
ADJUST STRUT IN
FIELD IF
NECESSARY
A N M . SA
ZW
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
30.00
12"
CKT
1
3
5
7
9
11
13
15
17
19
21
23
PANEL BOARD SCHEDULE
PANEL STATUS:
MODEL NUMBER:
2.38
4"
ELECTRICAL CONDUIT
240V/120
200 AMP
H-FRAME
NEMA 3R
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
T
DA
1'-0"
SAND
NSD
VOLTAGE:
MAIN BREAKER:
MOUNT:
ENCLOSURE TYPE:
3.00 3.00
3'-6" MIN.
6" WIDE UTILITY
WARNING TAPE (8" TO 12"
BELOW GRADE) ENTIRE
LENGTH OF TRENCH
T-MOBILE PROJECT NAME:
1.37
FINISHED GRADE
SCALE: N.T.S.
29.55
NATIVE SOIL,
COMPACTED AS
REQUIRED TO PREVENT
SETTLEMENT
NEW CIENA CN 3911
SERVICE DELIVERY
SWITCH, APPROX.
25 LBS
6.33
1
RESTORE SURFACE COURSE
AND BASE COURSE MATERIAL
ORIGINAL CONDITION
T Mobile
FIXED
(1) #4 AWG CU. THHN WIRES FROM PPC
TO T-MOBILE METER
UTILITY RISER DIAGRAM
SUITE 135
IRVING, TX 75063
NYSE AMT
16" CIENA
(1) NEW 2" RIGID PVC SCH 40
FIBER SOURCE AND ROUTE TO BE
DETERMINED UPON COORDINATION
W/ UTILITY PROVIDER PRIOR TO
CONSTRUCTION START
ATC SERVICES, INC.
GHA
NEW FIBER
DEMARCATION
BOX
NOTES ON FIBER & POWER COORDINATION
(1) NEW 3/4" DIA. RGS CONDUIT (PVC SCH. 40
UNDERGROUND) W/(2) #12 AWG & (1) #12
AWG GROUND WIRES FOR LIGHT
2'-3 1/4"
NEW
TRANSFORMER
(BY COMED)
NEW 26 WATT LED
FLOOD LIGHT
NEW T-MOBILE 200 AMP
METER TO BE INSTALLED
IN METER SOCKET
TOP LEFT METER TO
BE LABELED T-MOBILE,
REMAINING
POSITIONS: B, C, D
E
EXISTING COMED
UTILITY POLE
14.00
10.00
UTILITY DETAILS
E-2
KNOCKOUTS TYP 15X
REAR VIEW
L I E TOLL
JU
SUITE 135
IRVING, TX 75063
NYSE AMT
T Mobile
NEW FIBER
DEMARCATION BOX
23
ALL ABOVE GRADE CONDUIT SHALL
BE RIGID STEEL. CONSULT WITH
LOCAL ELECTRICAL CODE.
1
1
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
NEW 600A 120/240V 1Ø 3W (2) 2-GANG
METER BANKS; (1) METER SOCKET TO
BE UTILIZED BY T-MOBILE
UTILITY RACK PLAN VIEW DETAIL
SCALE: N.T.S.
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
TOP LEFT METER TO BE
LABELED T-MOBILE,
REMAINING POSITIONS: B, C, D
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
8'-0"
DISC.
NEW FIBER
DEMARCATION BOX
UNISTRUT (TYP.)
CONDUIT TO
T-MOBILE CIENA
CONDUIT FROM
FIBER SOURCE
NEW 12" DIA. CONCRETE
SUPPORT PIERS W/42" MIN.
DEPTH BELOW GRADE
UTILITY RACK ELEVATION DETAIL
SCALE: N.T.S.
3
A N M . SA
ZW
062-061844
LI NOIS
3'-6" MIN. OR FROST LINE
FINISHED GRADE
12"
2
APPROVED BY: GMS
IL
3" CLEARANCE
12"
CHECKED BY: RH
LICENSED
PROFESSIONAL
ENGINEER
OF
2"
CONDUIT TO
T-MOBILE PPC
GC TO INSTALL ALL
ELECTRICAL EQUIPMENT
ABOVE FPE; SEE SHEET
LS-3 DETAIL 4 FOR INFO
CHECKED BY: GMS
T
DA
NEW FIBER
DEMARCATION BOX
DRAWN BY: KC
GHA
NEW 600A 120/240V 1Ø 3W (2)
2-GANG METER BANKS;
T-MOBILE
METER
3"Ø GALVANIZED
STEEL PIPE SCH. 40
NEW 600A 120/240V 1Ø 3W
(2) 2-GANG METER BANKS;
UTILIZED BY T-MOBILE;
ELECTRICAL CONTACTOR TO
INSTALL 200AMP CB 22 KAIC
3'-0"
3" CLEARANCE
8
- 8 92 - 0
ATC SERVICES, INC.
NOTE:
3'-6" MAX OR FROST LINE
1-
00
EE
FR
CAL
L
NOTE:
1.) CONTRACTOR TO VERIFY LOCAL
UTILITY REQUIREMENTS FOR DEPTH,
SIZE & SEPARATION OF CONDUITS
PRIOR TO INSTALLATION. NOTIFY
CONSTRUCTION MANAGER
IMMEDIATELY OF ANY
DISCREPANCIES.
2.) CONTRACTOR TO CALL UTILITY
LOCATES 48 HRS PRIOR TO
EXCAVATING FOR UNDERGROUND
UTILITY LOCATIONS. LOCATION
SURROUNDING EXCAVATED AREA
MUST BE PRIVATELY LOCATED FOR
NON-PUBLIC UTILITIES.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
ATC UTILITY
H-FRAME DETAILS
UTILITY RACK ELEVATION DETAIL
SCALE: N.T.S.
E-3
KEY NOTES:
1
GROUND RING, #2 AWG SOLID, TINNED BARE COPPER WIRE
BURRIED 30" BELOW GRADE (TYP.)
2
5/8" Ø X 10' COPPER CLAD GROUND ROD
#6 AWG GREEN STRANDED GROUND CU WIRE FROM NEW CIENA
TO NEW MASTER GROUND BAR
16
#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEW TOP
COVP TO NEW SECTOR GROUND BAR
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM PPC
CABINET TO GROUND RING
11A
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEW CIENA
TO NEW GROUND RING
17
#6 AWG GREEN STRANDED GROUND CU WIRE FROM NEW
ANTENNA PIPE TO NEW SECTOR GROUND BAR
12
MODULE PLINTH TO NEW SECTOR GROUND BAR
18
#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM METER
SOCKET TO ISOLATED GROUND ROD
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM FUTURE
STEEL CUBE W/MODULES TO GROUND RING
13
#2 AWG GREEN JACKETED GROUND CU WIRE FROM
NEW MASTER GROUND BAR TO EXISTING SITE WATER MAIN
19
#6 AWG GREEN STRANDED GROUND CU WIRE FROM NEW SSC TO
NEW MASTER GROUND BAR
14
#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEW SECTOR
19A
GROUND BAR TO NEW MASTER GROUND BAR
#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM
NEW GPS ANTENNA TO GROUND RING
9A
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEW SSC TO
GROUND RING
15
BOTTOM COVP TO NEW MASTER GROUND BAR
20
EXISTING GROUND RING
10
SUB-METER TO NEW MASTER GROUND BAR
15A
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEW
BOTTOM COVP TO GROUND RING
21
#6 AWG GREEN STRANDED GROUND CU WIRE FROM HYBRID
CABLE & MICROWAVE COAX CABLE TO MASTER GROUND BAR
21A
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM HYBRID
CABLE TO GROUND RING
22
NEW TOWER GROUND RING
23
#6 AWG GREEN STRANDED CU GROUND WIRE FROM
NEW CABLE LADDER TO MASTER GROUND BAR
24
#2 AWG GREEN STRANDED COPPER GROUND WIRE FROM
NEW ALARM BOX TO MASTER GROUND BAR
24A
NEW ALARM BOX TO GROUND RING
25
#2 AWG GREEN STRANDED COPPER GROUND WIRE FROM ICE
BRIDGE TO ICE BRIDGE POST
26
UTILITY POST TO GROUND RING (USE CADWELD CONNECTION)
27
GROUND RING TO FENCE POST
27A
GROUND RING TO ICE BRIDGE POST
28
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM
FIBER JUNCTION BOX GROUND BAR TO GROUND RING
29
#2 AWG GREEN STRANDED CU GROUND WIRE FROM NEW
SYSTEM MODULE PLINTH TO NEW MASTER GROUND BAR
30
#2 AWG GREEN STRANDED GROUND CU WIRE FROM UPPER
TOWER GROUND BAR TO LOWER TOWER GROUND BAR
31
SSC PLINTH TO MASTER GROUND BAR
32
MASTER GROUND BAR TO GROUND RING
DRAWN BY: KC
CHECKED BY: GMS
33
NEW LIGHT TO GROUND RING
CHECKED BY: RH
APPROVED BY: GMS
27A (TYP.)
34
#2 AGW SOLID, TINNED BARE COPPER GROUND WIRE FROM
STEEL PLATFORM TO GROUND RING
25 (TYP.)
34A
#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEW STEEL
PLATFORM TO MASTER GROUND BAR
7A
5
#2 AWG GREEN STRANDED GROUND CU WIRE BOND
DIRECTLY TO TOWER
6
MICROWAVE DISH TO NEW SECTOR GROUND BAR
8
8A
LOWER TOWER COPPER GROUND BAR
X
X
X
X
9
#6 AWG GREEN STRANDED GROUND CU WIRE FROM FUTURE
STEEL CUBE W/MODULES TO NEW MASTER GROUND BAR
X
X
X
X
X
X
X
X
27 (TYP.)
X
X
4B (TYP.)
(TYP.) 5
X
X
4A
X
X
X
X
22
ATC SERVICES, INC.
#6 AWG GREEN STRANDED GROUND CU WIRE FROM
NEW GPS ANTENNA TO MASTER GROUND BAR
SUITE 135
IRVING, TX 75063
NYSE AMT
T Mobile
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
X
X
X
1 (TYP.)
NEW SUB-METER TO EXISTING SITE WATER MAIN
X
X
21
SYMBOLS LEGEND:
X
X
8
11
32 (TYP.)
7
GROUND ROD
X
19A
X
33
24
X
15
4
29
34 (TYP.)
9
X
X
(TYP.) 26
FUTURE CONNECTION (10 FT.)
EXOTHERMIC WELD CONNECTION
MECHANICAL CONNECTION
X
X
X
X
X
X
X
X
SCALE: 3/8" = 1'-0" (3/8" = 2'-0" IF 11 X 17 SHEET SIZE)
X
X
X
NOTE:
GROUND BUSS BAR:
GC TO INSTALL COPPER GROUND BUSS BAR AT THE END OF
THE ICE BRIDGE AT A LOCATION ADJACENT TO THE SSC
CABINET. BUSS BAR SHALL BE CONNECTED TO GROUND RING
WITH TW #2 AWG SOLID TINNED COPPER LEADS. ALL EXPOSED
GROUND LEADS SHALL BE ENCASED IN 1/2" FLEXIBLE SEAL
TIGHT CONDUIT AND SEALED W/ SILICONE AT EACH END.
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
SITE GROUNDING PLAN
X
EG-1
N
W
N
E
SITE GROUNDING PLAN
X
E
N
1
X
W
X
SW
X
LI NOIS
GROUND WIRE (BELOW GRADE)
(TYP.) 18
X
IL
GROUND WIRE (ABOVE GRADE)
SPARE GROUND WIRE FOR
BOND DIRECTLY TO TOWER
X
LICENSED
PROFESSIONAL
ENGINEER
OF
GROUND BAR
X
31
28
GROUND TEST WELL
A N M . SA
W
Z
062-061844
T
DA
35
GHA
X
2 (TYP.)
S
SE
4A
11
X
MASTER GROUND BAR
#6 AWG GREEN STRANDED GROUND CU WIRE FROM PPC
CABINET TO NEW MASTER GROUND BAR
7
X
SECTOR GROUND BAR (TYP. OF 1 PER SECTOR)
4
#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE
FROM LOWER TOWER GROUND BAR TO
GROUND RING (2 REQUIRED)
X
3
4B
GROUNDING NOTES
SECTOR A
SECTOR B
SECTOR C
1.) UNDERGROUND AND OVERHEAD UTILITY LENGTHS TO BE DETERMINED FROM SITE PLAN.
2.) SEE ELECTRICAL SPECIFICATIONS SECTION 16000 FOR ALL ELECTRICAL AND GROUNDING INSTALLATION
REQUIREMENTS.
3.) FOR ORIENTATION OF SITE LAYOUT SEE SITE PLAN, DRAWING.
ATC SERVICES, INC.
4.) UDA CABINET FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR.
SUITE 135
IRVING, TX 75063
NYSE AMT
5.) GROUND KITS PROVIDED BY OWNER SHALL BE RETROFITTED TO ACCOMMODATE 2 HOLE LUG
CONNECTION AND APPROPRIATE LENGTH.
6.) CONTRACTOR RESPONSIBLE TO PROVIDE OWNER CERTIFICATION OF RESISTIVITY TESTING.
T Mobile
7.) GROUND RODS TO BE INSTALLED AT 10' CENTERS.
8.) ALL GROUND LEADS TO BE SLEEVED IN
3
4"Ø
SCHEDULE 40 PVC CONDUIT AND SEALED W/ SILICON.
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
9.) GROUND BARS SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR.
10.) ALL BENDS IN GROUNDING SYSTEM MUST BE SMOOTH AND WELL ROUNDED AND MAINTAIN BENDING
FXFC
(TYP.) 17
RADIUS.
FRIG
FXFC
FRIG
FRIG
11.) SEE SITE PLAN FOR COAXIAL ROUTING THIS SHEET IS INTENDED FOR GROUNDING CLARITY ONLY AND IS
SCHEMATIC IN DETAIL.
3
3
12.) GROUND KITS SHALL BE INSTALLED BETWEEN 8"-18" OF ALL CONNECTORS.
13.) TOWER FOUNDATION DESIGN BY OWNER, INSTALLED BY CONTRACTOR.
14.) ADDITIONAL GROUND KITS TO BE PLACED AT 100' WHEN ANTENNA CENTERLINE IS 200' OR ABOVE.
15.) ALL CONDUITS TO BE SEALED W/ SILICONE TO PROVIDE A WATER TIGHT SEAL.
20
EXISTING GROUND RING
NEW SECTOR GROUND BAR (TYP.)
NEW GROUND
WIRE (TYP.)
GROUND RING, #2 SOLID, TINNED BARE COPPER WIRE
CONSTRUCT RING FROM ONE CONTINUOUS PIECE.
21
#6 AWG GREEN STRANDED GROUND CU WIRE FROM HYBRID
CABLE
2
5/8" Ø X 10' COPPER CLAD GROUND ROD
21A
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM HYBRID
CABLE TO GROUND RING
3
SECTOR GROUND BAR (TYP. OF 1 PER SECTOR)
22
NEW TOWER GROUND RING
4
MASTER GROUND BAR
23
#6 AWG GREEN STRANDED CU GROUND WIRE FROM
NEW CABLE LADDER TO MASTER GROUND BAR
24
#2 AWG GREEN STRANDED COPPER GROUND WIRE FROM
NEW ALARM BOX TO MASTER GROUND BAR
LOWER TOWER COPPER GROUND BAR
#2 AWG GREEN STRANDED GROUND CU WIRE BOND
DIRECTLY TO TOWER
25
#2 AWG GREEN STRANDED COPPER GROUND WIRE FROM ICE
BRIDGE TO ICE BRIDGE POST
6
MICROWAVE DISH TO NEW SECTOR GROUND BAR
26
UTILITY H-FRAME POST TO GROUND RING
7
#6 AWG GREEN STRANDED GROUND CU WIRE FROM PPC
CABINET TO NEW MASTER GROUND BAR
27
GROUND RING TO FENCE POST
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM PPC
CABINET TO GROUND RING
27A
GROUND RING TO ICE BRIDGE POST
#6 AWG GREEN STRANDED GROUND CU WIRE FROM FUTURE
STEEL CUBE W/MODULES TO NEW MASTER GROUND BAR
28
FIBER BOX TO GROUND RING
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM FUTURE
STEEL CUBE W/MODULES TO GROUND RING
29
#2 AWG GREEN STRANDED CU GROUND WIRE FROM NEW
SYSTEM MODULE PLINTH TO NEW MASTER GROUND BAR
#6 AWG GREEN STRANDED GROUND CU WIRE FROM NEW SSC TO
NEW MASTER GROUND BAR
30
#2 AWG GREEN STRANDED GROUND CU WIRE FROM UPPER
TOWER GROUND BAR TO LOWER TOWER GROUND BAR
9A
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEW SSC TO
GROUND RING
31
SSC PLINTH TO MASTER GROUND BAR
10
SUB-METER TO NEW MASTER GROUND BAR
32
MASTER GROUND BAR TO GROUND RING
33
NEW LIGHT TO NEW MASTER GROUND BAR
8A
9
11
#6 AWG GREEN STRANDED GROUND CU WIRE FROM NEW CIENA
TO NEW MASTER GROUND BAR
11A
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEW CIENA
TO NEW GROUND RING
12
NEW ALARM BOX TO GROUND RING
33A
NEW LIGHT TO GROUND RING
MODULE PLINTH TO NEW SECTOR GROUND BAR
34
STEEL PLATFORM TO GROUND RING
13
#2 AWG GREEN JACKETED GROUND CU WIRE FROM
NEW MASTER GROUND BAR TO EXISTING SITE WATER MAIN
34A
PLATFORM TO MASTER GROUND BAR
14
GROUND BAR TO NEW MASTER GROUND BAR
35
NEW SUB-METER TO EXISTING SITE WATER MAIN
14A
GROUND BAR TO NEW SECTOR GROUND BAR
15
BOTTOM COVP TO NEW MASTER GROUND BAR
15A
#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEW
BOTTOM COVP TO GROUND RING
16
#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEW TOP
COVP TO NEW SECTOR GROUND BAR
17
ANTENNA PIPE TO NEW SECTOR GROUND BAR
18
19
19A
#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM METER
SOCKET TO ISOLATED GROUND ROD
NEW GPS ANTENNA TO GROUND RING
NEW GPS ANTENNA TO MASTER GROUND BAR
36
#2 AWG GREEN STRANDED GROUND WIRE FROM
NEW UPPER COLLECTION GROUND BAR TO
MASTER GROUND BAR
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
30
8
4B
15
9
11
29
4-GANG
MULTIMETER
BANK
ALARM
BOX
31
24
22
(TYP.) 5
GPS
ANTENNA
19A
UTILITY
H-FRAME
POST (TYP.)
FUTURE
STEEL CUBE
W/MODULES
FIBER
DEMARCATION
BOX
PPC
(TYP.) 25
TO STEEL
PLATFORM
34
(TYP.)
(TYP.) 26
28
27A (TYP.)
NEW SSC ON PLINTH W/
PROPOSED MODULES
FINISHED
GRADE
1
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
ICE BRIDGE
(TYP.)
32 (TYP.)
BOTTOM
COVP
CIENA
18 (TYP.)
4A
A N M . SA
W
Z
062-061844
T
DA
5
8
NEW MASTER GROUND BAR MOUNTED
ON NEW T-MOBILE PLATFORM
7
24A
7A
TO LOWER TOWER
GROUND BAR
4
#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE
FROM LOWER TOWER GROUND BAR TO
GROUND RING (2 REQUIRED)
4B
16
NEW TOWER
1
4A
14
GHA
KEY NOTES:
NEW GROUND WIRE FROM
NEW RF MODULE TO NEW
SECTOR GROUND BAR
(TYP. ALL MODULES)
3
C
TOP
COVP
12 (TYP.)
NEW ANTENNA PIPE
GROUND WIRE
(TYP. ALL PIPE MOUNTS)
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
2 (TYP.)
GROUND RING
GROUND ROD
(TYP.)
1
NEW SITE GROUNDING DIAGRAM
SYMBOLS LEGEND:
SCALE: N.T.S.
GROUND TEST WELL
GROUND ROD
GROUND WIRE (BELOW GRADE)
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
GROUND WIRE (ABOVE GRADE)
SPARE GROUND WIRE FOR
FUTURE CONNECTION (10 FT.)
GROUND BAR
NEW SITE
GROUNDING DIAGRAM
EXOTHERMIC WELD CONNECTION
MECHANICAL CONNECTION
BOND DIRECTLY TO TOWER
EG-1A
BURNDY CONNECTIONS
20.000
OR APPROVED EQUAL
0.000
CADWELD CONNECTIONS
OR APPROVED EQUAL
LOWER TOWER BUSS
0.000
PARALLEL HORIZONTAL CONDUCTORS
PARALLEL THROUGH CONNECTION
OF HORIZONTAL CABLES
TYPE PT
HORIZONTAL STEEL SURFACE
TO FLAT STEEL SURFACE
OR HORIZONTAL PIPE
TYPE HS
"UL" GROUND BAR LABEL
PROPERTY OF
T-MOBILE DO
NOT RECYCLE
"C" CONNECTOR
HYPRESS
SUITE 135
IRVING, TX 75063
NYSE AMT
4.000
TYPE YGHC
Ø 0.437 (44)
Ø 0.437 x 0.687 SLOT (42)
TINNED BAR
1.000
1/5 IN HIGH STAMPING TO READ:
PROPERTY OF
T-MOBILE DO
NOT RECYCLE
1.500
THROUGH CABLE TO TOP
OF GROUND ROD
TYPE GT
VERTICAL STEEL SURFACE
CABLE DOWN AT 45° TO VERTICAL
STEEL SURFACE INCLUDING PIPE
TYPE VS
NOTE:
CONTRACTOR TO PURCHASE BOTTOM
GROUND BARS FROM PRIMUS AND MUST
BE TINNED WITH T-MOBILE STAMP AND
TAMPER PROOF HARDWARE
R4150A4
TYPE 2-YA-2
2
SPLICE OF HORIZONTAL
CABLES
CABLE DOWN AT 45° TO RANGE
OF VERTICAL PIPES
TYPE VS
C
SCALE: NTS
2 HOLE LUG
TWO HOLE - LONG BARREL LENGTH
INSTALLATION NOTES:
TYPE YA-2
1/4-20 HEX BOLT
#6 GRN
1. SELECT BOLT LENGTH TO PROVIDE A
MINIMUM OF TWO EXPOSED THREADS.
CADWELD DETAILS
1/4" FLAT WASHER
2. BURNISH MOUNTING SURFACE TO REMOVE
PAINT IN THE AREA OF LUG CONTACT.
SCALE: NTS
3. APPLY ANTI-OXIDANT COMPOUND TO
MATING SURFACE OF LUG AND WIPE CLEAN
EXCESS COMPOUND.
1"
2"
2"
1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1"
2"
2"
1"
PRIMARY GROUND
BAR/ METAL
ENCLOSURE
1/2"
0.4" DIA
(50 TYP)
SCALE: N.T.S.
11/16" DIA
(2 TYP)
0.815"
1"
9/16" DIA
(8 TYP)
6 1/2"
NEUTRAL GROUND
OCCURS AT DISCONNECT
24"
3A
LOWER TOWER GROUND BAR
3
SCALE: NTS
POWER
NEUTRAL TERMINAL
GROUND BAR DETAIL
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
MECHANICAL GROUND CONNECTION
7/8"
UPPER TOWER BUSS
DRAWN BY: KC
A N M . SA
W
Z
062-061844
T
DA
4
1 1/8"
1 1/8"
1/4" EXT. TOOTH
LOCKWASHER
1/4-20 HEX NUT
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
GHA
4. USE SOLID COPPER WIRE AND MECHANICAL
2-HOLE LUG FOR ALL EXTERIOR GROUNDING.
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
GROUND BAR ASSEMBLY
COPPER LUGS
4"
1
VERTICAL PIPE
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
BOND JUMPER
FIELD FABRICATED
GREEN STRANDED INSULATED
WBKT1
HORIZONTAL SPLICE
T Mobile
SBSS65S TAMPER RESISTANT
SBSS64S TAMPER
RESISTANT
THROUGH CABLE TO GROUND ROD
ATC SERVICES, INC.
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
SCALE: NTS
GROUNDED (NEUTRAL)
ENTRANCE CONDUCTOR
GROUNDING STRIP
SUPPLIED
SERVICE ENTRANCE RACEWAY
(TOP OR BOTTOM FEED)
SHALL BE A NEMA 3R
ENCLOSURE
IF BOLTED HUB OR SELF BONDING HUB IS
USED BOND JUMPER IS NOT REQUIRED (TYP.)
TO GROUND BUSS AT SSC EQUIPMENT
METER SOCKET AND MAIN
DISCONNECT ENCLOSURE
POWER DISTRIBUTION CENTER NOTES
NEUTRAL LAY IN LUG SHALL BE
INSULATED FROM ENCLOSURE
1. CONTRACTOR SHALL LABEL CIRCUIT BREAKERS W/
PERMANENT ENGRAVED PLASTIC LABELS NOTING
FUNCTION OF BREAKER.
MAIN SERVICE
DISCONNECT
NEUTRAL BUS
2. CONTRACTOR SHALL REPLACE MISSING
COMPARTMENT ACCESS COVER SCREWS LOST DURING
INSTALLATION.
GROUND BUS
TO ELECTRICAL ISOLATED
GROUND ROD
3B
PRIMARY BUSS BAR
SCALE: NTS
5
BOND NEUTRAL AND
GROUND BUS AT SERVICE
DISCONNECT
SERVICE ENTRANCE GROUNDING
SCALE: NTS
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
3. CONTRACTOR SHALL ENSURE ENCLOSURE IS RODENT-PROOF
AFTER INSTALLATION OF CABINET & CONDUITS.
6
POWER DISTRIBUTION PANEL GROUNDING
SCALE: NTS
GROUNDING DETAILS
EG-2
EXOTHERMIC WELD
(THERMOWELD OR
EQUIVALENT). PARALLEL,
NO T-WELDS ALLOWED.
NO SLAG OR DEFORMITIES ALLOWED
D
E
R GR
AD E
IU ES
S M
(T IN
YP . B
IC EN
AL D
) IN
G
EXTERIOR GROUND RING
#2 SOLID, BARE, TINNED
COPPER GROUNDING
CONDUCTOR
2"
ATC SERVICES, INC.
S/S NUT
SUITE 135
IRVING, TX 75063
NYSE AMT
S/S BELLEVILLE WASHER
S/S FLAT WASHER
45
1"
LEGEND
COPPER BUSS
S/S FLAT WASHER
1- GROUND BUSS BAR, 1/4"X 4"X 24", CONFIRM w/T-MOBILE PROJECT MANAGER THE APPROVED BUSS MFR.
HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION
2- INSULATORS, CONFIRM THE APPROVED BUSS MFR. w/T-MOBILE
3- 5/8" LOCKWASHERS, CONFIRM w/T-MOBILE 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/T-MOBILE 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
S/S BOLT (1 OF 2)
GROUNDING - STANDARD GROUND BAR DETAIL
2
SCALE: NTS
TIE CONNECTION
3
SCALE: NTS
STANDARD LUG CONNECTION OF GROUND LEADS TO GROUND BAR DETAIL
SCALE: NTS
C
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
FINISHED GRADE
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
SUBGRADE
42" MIN.
15° MAX
5/8" X 10' COPPER CLAD
STEEL GROUND ROD
#6 AWG FROM
ANTENNA CABLE
GROUND KIT
4
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
5
LIGHTNING ROD CONNECTION
SCALE: NTS
GROUND ROD DETAIL
SCALE: NTS
A N M . SA
W
Z
062-061844
T
DA
#2 SOLID, BARE,
TINNED COPPER
GROUND RING
DRAWN BY: KC
GHA
1
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
NOTES:
1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING
BELLEVILLES. COAT ALL SURFACES WITH KOPRSHIELD BEFORE MATING.
2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON
TOOTH WASHER BETWEEN LUG AND STEEL. COAT
ALL SURFACES WITH KOPR-SHEILD.
JUMPER, #2 SOLID, BARE, TINNED
COPPER GROUNDING CONDUCTOR
ALTERNATE EQUALS-COMSCOPE, 1/4"X 4"X 14" BUS BAR W/INSULATED HARDWARE-#GB0414IT
T Mobile
LICENSED
PROFESSIONAL
ENGINEER
OF
IL
LI NOIS
GROUND TINNED BAR
ON MONOPOLE
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
(STANDARD ANDREW GROUNDING KIT)
CABLE GROUND KIT
WEATHERPROOFING KIT
ANDREW #221213
ANTENNA CABLE
NOTE:
CONTRACTOR TO PURCHASE BOTTOM
GROUND BARS FROM PRIMUS AND MUST
BE TINNED WITH T-MOBILE STAMP AND
TAMPER PROOF HARDWARE
2 1/2" DIA.
MAX.
GROUND BAR DETAIL
SCALE: NTS
GROUNDING DETAILS
NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND
AND ALWAYS DIRECT GROUND WIRE DOWN
TO GROUND BAR.
CAD WELD
6
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
7
STANDARD CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE
SCALE: NTS
EG-3
1/
4"
M
3'-0"
IN
.
1 21" x 1 21" x 41" x 7'-6" LONG STEEL ANGLE
T Mobile
US A
TM
THIS IS A T-MOBILE USA FACILITY THAT IS CURRENTLY
EMERGENCY CONTACTS
__________________________________
POLICE/FIRE PHONE #
__________________________________
T-MOBILE NETWORK OPERATIONS (1 - 800 -
__________________________________
CONTACT PERSON
NAMES O F O N-SITE STAFF
__________________________________
CONTACT PHONE #
-
)
__________________________________
ELECTRICAL CONTRACTOR: __________________________________
T-MOBILE CONSTRUCTION
CONTRACTOR LICENSE #
__________________________________
__________________________________
CONTACT PHONE #
__________________________________
POINT OF CONTACT NAME
__________________________________
CONTACT PHONE #
__________________________________
CREW LEADER PHONE #
__________________________________
__________________________________
ANTENNA & LINE CREW CO: __________________________________
CLIMBING CERTIFICATION#
__________________________________
__________________________________
CONTACT PHONE #
__________________________________
CREW LEADER PHONE #
__________________________________
__________________________________
PHONE #
LOCAL ELECTRIC COMPANY
_________________
ON-SITE CHECKLIST
T Mobile
ENGINEER: _________________
PHONE #
_________________
AVAILABLE: YES
NO
N/A
PERMITTED DRAWINGS
CONSTRUCTION PERMIT
ELECTRICAL PERMIT
CLIMBING CERTIFICATIONS
CITY INSPECTION STICKERS
IMPORTANT!!!: GC Shall Post this Mandatory Sign on the SITE INFORMATION BOARD
along with the materials from the above noted checklist in a Visible Area On-Site
T
Mobile
7'-6"
Get more from life
LOCAL TELCO
ENGINEER: _________________
SUITE 135
IRVING, TX 75063
NYSE AMT
THE FOLLOWING INFORMATION IS SHALL BE POSTED BY THE GENERAL CONTRACTING FIRM THAT HAS
BEEN AWARDED THE CONSTRUCTION OF THIS SITE FAILURE TO POST THIS INFORMATION CONSTITUTES
A VIOLATION OF THE MASTER SCOPE OF WORK AGREEMENT BETWEEN THE CONTRACTOR & T-MOBILE
NEW MANDATORY SIGNAGE TO BE
POSTED -- SEE DETAIL 3 THIS SHEET
__________________________________
__________________________________
ATC SERVICES, INC.
UNDER CONSTRUCTION!!!
THIS IS A T-MOBILE US A FACILITY THAT IS CURRENTLY
UNDER CONSTRUCTION!!!
THE F OLLOWING I NFORMATION I S S HALL B E P OSTED BY THE GENERAL CONTRACTING FIRM THAT HAS
BEEN AWARDED TH E CO NSTRUCTION OF TH IS SITE FA ILURE TO POST TH IS INFORMATION CONSTITUTES
A VI OLATION OF T HE M ASTER SC OPE OF W ORK AGR EEMENT BETWEEN THE CONTRACTOR & T-MOBILE
__________________________________
CONTACT PHONE #
GENERAL CONTRACTOR:
USA
TM
NEW 3" DIA. PVC CONDUIT SEALED ON ONE END
AND CAPPED ON THE OTHER END -- TO BE UTILIZED
AS A HOLDER FOR:
1) PLANS
2) PERMITS
3) INSPECTION PAPERS
4) CLIMBING CERTIFICATIONS;
5) ANY OTHER ITEMS REQUIRED
T-MOBILE'S MASTER SCOPE OF WORK AGRMNT.
6" (OVERSIZED) ELECTRIC CONDUIT CLAMP (MAY BE
GALV OR EMT) -- TO BE USED FOR SECURING THE
PVC CONDUIT DOWN
2'-6"
MIN 1/2" DIA. BOLTS w/NUTS WASHERS
AND LOCK WASHERS ON BOTH SIDES
TO SECURE SIGN TO POST
NOTE A:
IN CASE OF COLLOCATIONS OR
ROOFTOPS, PLACEMENT OF A NEW
SUPPORT POST MAY BE IGNORED IN
LIEU OF PLACING THE 3'-0" x 3'-0"
INFORMATION BOARD ON A
LANDLORD-APPROVED LOCATION THAT
IS VISIBLE (SUCH AS FENCE GATE OF
FENCE OR APPROVED WINDOWS)
FINISHED GRADE
SITE NUMBER:
SITE NAME
GENERAL CONTRACTOR:
__________________________________
EMERGENCY CONTACTS
__________________________________
POLICE/FIRE PHONE #
__________________________________
T-MOBILE CONSTRUCTION
CONTACT PHONE #
__________________________________
NAMES OF ON-SITE STAFF
__________________________________
CONTACT PHONE #
__________________________________
PROJECT MANAGER
__________________________________
CONTACT PHONE #
__________________________________
ELECTRICAL CONTRACTOR: __________________________________
__________________________________
__________________________________
__________________________________
CONTACT PHONE #
__________________________________
ENGINEER: _________________
CREW LEADER PHONE #
__________________________________
PHONE #
ANTENNA & LINE CREW CO: __________________________________
T-MOBILE NETWORK OPERATIONS (1 - 800 LOCAL TELCO
ON-SITE CHECKLIST
__________________________________
__________________________________
CONSTRUCTION PERMIT
CONTACT PHONE #
__________________________________
ELECTRICAL PERMIT
CREW LEADER PHONE #
__________________________________
CLIMBING CERTIFICATIONS
NAMES OF ON-SITE STAFF
__________________________________
CITY INSPECTION STICKERS
Get more from life
PHONE #
2'-0" MIN.
NO
1
SCALE: N.T.S.
3'-0"
MIN 1/2" DIA. BOLTS w/NUTS WASHERS
AND LOCK WASHERS ON BOTH SIDES
TO SECURE SIGN TO POST
NEW 3" DIA. PVC CONDUIT (TO BE USED AS A
WEATHER PROOF HOLDER)
NEW 3'-0" W X 3'-0" W X 0'-1/4" THICK
WEATHER-TREATED PLY WOOD
BACKBOARD FOR SIGNAGE
2
SITE INFORMATION POST & BOARD (PLAN VIEW)
SCALE: N.T.S.
!ATTENTION GC!
1- APPROVE LOCATION OF SIGN
WITH T-MOBILE PROJECT MANAGER
AND LANDLORD REP. SIGN SHALL
NOT BE POSE A TRIPPING HAZARD.
GC SHALL BE RESPONSIBLE FOR
PLACEMENT AND MAINTENANCE OF
THE SIGN BOARD UNTIL THE
CONCLUSION OF THE QA WALK
2- MATERIAL SAFETY DATA SHEETS
FOR ALL MATERIALS THAT ARE
FURNISHED BY GC SHALL BE
PLACED ON SITE.
4
T
ON-SITE MANDATORY INFORMATION SIGN / BOARD
SCALE: N.T.S.
DATE
1.) CONTRACTOR TO VERIFY LOCAL
UTILITY REQUIREMENTS FOR DEPTH,
SIZE & SEPARATION OF CONDUITS
PRIOR TO INSTALLATION. NOTIFY
IMMEDIATELY OF ANY
DISCREPANCIES.
2.) CONTRACTOR TO CALL UTILITY
LOCATES 48 HRS PRIOR TO
EXCAVATING FOR UNDERGROUND
UTILITY LOCATIONS. LOCATION
SURROUNDING EXCAVATED AREA
MUST BE PRIVATELY LOCATED FOR
NON-PUBLIC UTILITIES.
ADDITIONAL NOTES AND GUIDELINES
Mobile
361 RANDY ROAD
UNIT 101
MAIN: (847) 981-0801
TM
DRAWN BY: KC
CHECKED BY: GMS
CHECKED BY: RH
APPROVED BY: GMS
A N M . SA
W
Z
062-061844
LICENSED
PROFESSIONAL
ENGINEER
OF
OSHA CFR 1910 SPECIFIES THAT IF YOU
HAVE EMPLOYEES OR CONTRACTORS
WHO CLIMB HIGHER THAN SIX FEET
THEY MUST BE TRAINED AND CERTIFIED
IN FALL PROTECTION. IF THEY ARE NOT
CERTIFIED, THEY MUST BE UNDER
DIRECT ON-SITE SUPERVISION OF A
CERTIFIED INDIVIDUAL, AND CLIMB 100%
ATTACHED. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONSULT WITH ALL
APPLICABLE OSHA RULES AND
GUIDELINES PRIOR TO CONSTRUCTION
START
SCALE: N.T.S.
N/A
PERMITTED DRAWINGS
IL
UTILITY NOTES:
SITE INFORMATION POST & BOARD (ELEVATION VIEW)
_________________
AVAILABLE: YES
CONCORDIA, LTD
LICENSE # 184.004952- D.B.A.
T
DA
!ATTENTION GC!
THIS IS A TEMPORARY
INSTALLATION THAT MAY REQUIRE
USE OF A HOLE AUGER -- AT NO
CIRCUMSTANCE WHATSOEVER WILL
THE GC BE ALLOWED TO
POUR/PLACE CONCRETE AROUND
THE POST -- THIS IS A TEMPORARY
INSTALLATION AND WILL BE
REMOVED AT THE END OF THE
PROJECT LIFE AT THE CONCLUSION
OF THE QA WALK
C
)
ENGINEER: _________________
IMPORTANT!!!: GC Shall Post this Mandatory Sign on the SITE INFORMATION BOARD
along with the materials from the above noted checklist in a Visible Area On-Site
3
-
LOCAL ELECTRIC COMPANY
_________________
CLIMBING CERTIFICATION#
T-MOBILE
SUITE 100
CHICAGO, IL 60631
MAIN: (773) 444-5400
FIRE_____________________________
POLICE__________________________
BOU ____________________________
GHA
TMO
T Mobile
NEW 3'-0" W X 3'-0" W X 0'-1/4" THICK
WEATHER-TREATED PLY WOOD BACKBOARD FOR
SIGNAGE TO BE FASTENED TO POST (POST MAY
NOT BE NECESSARY FOR CERTAIN TYPES OF
SITES, SEE NOTE "A" BELOW)
3'-0"
STAPLE A COLOR
COPY OF
ORIGINAL PERMIT
IN PLASTIC
LAMINATE
TM O
THINK
SAFETY FIRST!
REMEMBER
YOUR OSHA
TRAINING!
LI NOIS
ATC # 283670
CH67415G
STI
300 WILLARD AVE
ELGIN, IL 60120
MANDATORY SIGNAGE &
POSTING
MISC-1
DRAFT CONDITIONAL USE ORDINANCE
PETITION 11-15
300 Willard Avenue
DRAFT 08-05-15 SBS
Ordinance No. Gxx-15
AN ORDINANCE
GRANTING A CONDITIONAL USE TO INSTALL A COMMERCIAL ANTENNA TOWER
IN THE CI COMMERCIAL INDUSTRIAL DISTRICT
(300 Willard Avenue)
WHEREAS, written application has been made requesting conditional use approval to
install a commercial antenna tower in the CI Commercial Industrial District; and
WHEREAS, the Planning & Zoning Commission conducted a public hearing concerning
said application on July 6, 2015 following due notice by publication;
WHERAS, the Community Development Department and the Planning & Zoning
Commission have submitted their written Findings of Fact concerning said application; and
WHEREAS, the Community Development Department and the Planning & Zoning
Commission recommended approval of said application, subject to the conditions below; and
WHEREAS, the City Council of the City of Elgin concurs with the findings and
recommendation of the Community Development Department and the Planning & Zoning
Commission.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF ELGIN, ILLINOIS:
Section 1.
That the City Council of the City of Elgin hereby adopts the Findings of
Fact, dated July 6, 2015, made by the Community Development Department and the Planning &
Zoning Commission, a copy of which is attached hereto and made a part hereof by reference as
Exhibit A.
Section 2.
That a conditional use to install a commercial antenna tower in the CI
Commercial Industrial District at 300 Willard Avenue, and legally described as follows:
Lots 3 and 4 of Smith’s Subdivision Being a Subdivision of Part of Lot 22 of the County
Clerk’s Subdivision of the South Half of Section 18, Township 41 North, Range 9 East
Of The Third Principal Meridian, In Cook County, Illinois. (Commonly known as: 300
Willard Avenue, Elgin, IL – PIN: 06-18-301-043-0000 and 06-18-301-044-0000)
be and is hereby granted subject to the following conditions:
Section 3.
That the conditional use granted herein shall expire if not established
within one year from the date of passage of this ordinance.
Section 4.
That this ordinance shall be in full force and effect immediately after its
passage in the manner provided by law.
s/
David J. Kaptain, Mayor
Presented:
Passed:
Vote: Yeas: Nays:
Recorded:
Published:
Attest:
s/
Kimberly Dewis, City Clerk
TRANSCRIPTS
PETITION 11-15
300 Willard Avenue
Transcript of Petition 11-15: 300 Willard Avenue
Date: July 6, 2015
Case: City of Elgin Planning & Zoning Commission
Planet Depos, LLC
Phone: 888-433-3767
Fax: 888-503-3767
Email: [email protected]
Internet: www.planetdepos.com
Worldwide Court Reporting | Interpretation | Trial Services
1
1
BEFORE THE CITY OF ELGIN
2
PLANNING AND ZONING COMMISSION
3
------------------------------X
4
In Re the Matter of:
5
300 Willard Avenue, T-Mobile, :
6
Construct a new commercial
:
7
Cell Tower.
:
8
------------------------------X
:
Petition 11-15
REPORT OF PROCEEDINGS
9
10
Elgin, Illinois
11
Monday, July 6, 2015
6:59 p.m.
12
13
14
15
16
17
18
19
20
21
Job No.: 75394
22
Pages: 1 - 24
23
Reported by:
24
Notary Public, DuPage County, Illinois
Jean S. Busse, CSR, RPR
Petition 11-15: 300 Willard Avenue
Conducted on July 6, 2015
2
Report of proceedings held at the location
1
2
of:
3
4
City of Elgin Municipal Building
5
City Council Chambers
6
150 Dexter Court
7
Elgin, Illinois
8
(847) 931-6100
60120
9
10
11
12
Before Jean S. Busse, a Certified Shorthand
13
Reporter, Registered Professional Reporter, and a
14
Notary Public in and for the State of Illinois.
15
16
17
18
19
20
21
22
23
24
PLANET DEPOS
888.433.3767 | WWW.PLANETDEPOS.COM
3
1
PRESENT:
2
MR. ROBERT SILJESTROM, Chairman;
3
MS. KAREN BEYER, Member;
4
MR. JAY COX, Member;
5
MS. BETH KRUGER, Member;
6
MR. LORETTA REVESZ, Member.
7
ALSO PRESENT:
8
MR. SAROSH SAHER, Senior Planner; and
9
MR. RYAN PETERSON, Intern.
10
11
12
13
14
15
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19
20
21
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23
24
PLANET DEPOS
4
P R O C E E D I N G S
1
CHAIRMAN SILJESTROM:
2
Good evening,
3
everyone.
The time is one minute before 7:00, and the
4
Chair calls this meeting to order.
5
Secretary, please call the roll.
6
MR. SAHER:
7
MEMBER BEYER:
8
MR. SAYER:
9
MEMBER COX:
Ms. Karen Beyer.
Here.
Mr. Jay Cox.
Here.
10
MR. SAHER:
Mr. Corey Dixon.
11
Mr. Corey Dixon had called in stating
12
that he may not be able to make it to tonight's
13
meeting.
14
Thank you.
15
MR. SAHER:
16
MEMBER KRUGER:
17
MR. SAHER:
18
The reason I'm calling out his name is that
Ms. Beth Kruger.
Here.
Mr. Anthony Pedote.
19
he is officially still on the Commission until the
20
City Council makes a replacement appointment.
21
Ms. Loretta Revesz.
22
MEMBER REVESZ:
23
MR. SAYER:
24
Here.
Chairman Robert Siljestrom.
Here.
PLANET DEPOS
5
On behalf of the members of this Commission,
1
2
the City Staff, and our ever illustrious court
3
reporter, I want to extend a warm welcome to all
4
of you tonight, and that includes those of you at
5
home who may be watching these proceedings on
6
television.
Tonight's agenda has three items, and I'm
7
8
going to go over them very briefly for you.
The first one is what we call a conditional
9
10
use.
That's a request to have a TV or a cell phone
11
tower at a specific location on Willard Avenue.
12
The second one is what we call a variation.
13
This is allowing somebody to do something that is not
14
normally in the zoning process, and that's a building
15
on Park Street.
Finally, there's what we call a final plat
16
17
of subdivision.
This is a large parcel of property up
18
on the north end of town, and the owners want to
19
subdivide that to make that accessible for an
20
additional -- I presume an additional house.
So having said that, there is now a legal
21
22
necessity.
Anybody that wants to address the
23
Commission tonight, you have to stand up, be sworn
24
in with the court reporter.
Very formal, very
PLANET DEPOS
6
1
necessary.
2
(Witnesses duly sworn.)
3
(Proceedings commenced off the record from
4
7:02 p.m. to 7:11 p.m.)
5
In each of these cases
6
members of this Commission will listen carefully to
7
the petitioners, the City Staff, and to others in the
8
audience who may wish to express some relevant or
9
related opinion regarding the issue.
Then each Commissioner will have the
10
11
opportunity to comment and to question petitioner and
12
the City Staff on their concerns.
Finally, we'll vote on the matter, and that
13
14
vote will be predicated on what each person believes
15
to be in the best interests of all of the people of
16
Elgin.
The next item on our agenda is what we call
17
18
a conditional use.
19
300 Willard Avenue here in Elgin, and the number is
20
11-15.
21
22
This is for a cell phone tower at
I must ask the Secretary, do you have
evidence of proper notice?
23
MR. SAHER:
Yes, we do, Mr. Chairman.
24
Has anyone signed in
PLANET DEPOS
7
1
as an interested party?
MR. SAHER:
2
3
Not at this time, although we do
have two people who walked in just before.
4
Are you related to that?
5
MS. LEE:
6
MR. SAHER:
7
8
9
10
property.
We are the owners of the property.
You are the owners of the
Thank you very much.
Would you then
summarize the issue for us and introduce the
petitioners?
11
MR. SAHER:
Thank you, Mr. Chairman.
12
This is a petition to construct a cell
13
tower at the property at 300 Willard Avenue.
14
cell tower is proposed to be 126 feet tall, including
15
all of its appurtenances and additions, and will be
16
located within a 40'-by-40' lease area, a total of
17
1,600 square feet, and that entire lease area will be
18
located within a screened commercial operation's yard
19
that is located on this property.
20
The
The commercial operation's yard is located
21
to the south of the existing office building on the
22
property, and the cell tower's lease space will be
23
located on the far southwest corner of the commercial
24
operation's yard.
PLANET DEPOS
8
The lease space will be surrounded by a
1
2
6-foot-high chain link fence, which in turn will be
3
surrounded by a solid privacy fence and landscape
4
material of the commercial operation's yard.
5
base of the tower will not be readily visible from
6
Willard Avenue.
So the
In addition to that, the reason this
7
8
application is being brought before the Planning and
9
Zoning Commission is because, number one, it is
10
located in a CI Commercial Industrial District
11
requiring all applications for cell towers be
12
considered a conditional use.
In addition to that, there is a fall zone
13
14
requirement that all towers are supposed to maintain,
15
and this tower does not meet that fall zone
16
requirement for properties or zoning district that
17
lie adjacent to the subject property and as a result
18
also has been brought here as part of this conditional
19
use.
20
Related to the fall zone requirement, this
21
cell tower is being located on the far southwest
22
corner of this property.
23
the property is land that is zoned CF Community
24
Facility District and contains the open space that has
Immediately to the west of
PLANET DEPOS
9
1
Willow Creek's tributary to Poplar Creek running
2
through it.
3
features within that area.
There are no structures or any man-made
To the south of the subject property lies
4
5
an unused right-of-way, which contains a drainage
6
ditch that is also a tributary to Willow Creek
7
floodway.
Then to the north and south of this property
8
9
are light industrial or commercial properties that
10
are located within the CI Commercial Industrial
11
District.
12
The property immediately across the street
13
along Willard Avenue is also zoned CF and contains
14
Prairie Park that was recently designed and built by
15
the City of Elgin as a city park.
16
As far as the impact that the tower itself
17
would have on surrounding structures, the tower is not
18
within any distance that would give it a negative
19
impact on any building structure.
20
It is located 42 feet, 7 inches from the
21
west property line, beyond which there is open space,
22
and 83 feet, 7 inches from the south property line,
23
south of which there is that unused right-of-way.
24
If the tower were to fall in one piece at a
PLANET DEPOS
10
1
126-foot radius, the only impact it would have would
2
be to the south 5 feet into the adjacent property to
3
the south where currently there are vehicles being
4
parked.
The tower is not within 126 feet of the
5
6
existing building on the site, nor adjacent buildings
7
to the cell, as a result of which there is no negative
8
impact that Staff sees of this tower being placed in
9
the current location that it is.
Here to provide some additional information
10
11
is Virginia Roth representing Sure Site.
12
location consultant on behalf of T-Mobile.
13
here to provide some basic information on the reason
14
for this tower and to answer any questions.
15
16
MS. ROTH:
17
They are the
She is
Is it Ms. Rath?
Roth, R-o-t-h, Virginia.
Ms. Roth, please
18
tell us what your status is and tell us about the
19
tower.
MS. ROTH:
20
I am a representative from Sure
21
Site, and I'm representing American Tower in their
22
project.
23
T-Mobile.
24
indicated, it's a 40'-by-40'-foot area along the
They are seeking to build a tower for
It would be their first carrier.
As was
PLANET DEPOS
11
1
southwest corner of the 300 Willard property.
This property was selected because it
2
3
will best serve the coverage area intended by
4
T-Mobile.
5
6
MS. ROTH:
7
That's it?
Yes.
Okay.
Mr. Cox,
8
your questions, your comments, your thought for
9
Ms. Roth?
10
MEMBER COX:
I guess looking back again
11
to the -- I'll say the thoroughness of the Staff
12
packet, there were a couple of notes, again,
13
discussing -- I just want to clarify -- the Public
14
Works section again where they were talking about
15
access easement language being incorporated into the
16
lease agreement.
17
I know that falls outside the purview of the
18
Board to enforce it, but I just want to make sure that
19
you're aware of it and will have something addressing
20
that in the lease agreement so at least Staff comments
21
are addressed.
22
MS. ROTH:
23
MEMBER COX:
24
MR. SAHER:
I will make sure.
Okay.
Staff was also able to see that
PLANET DEPOS
12
1
the site plan that was provided in your packet shows
2
the delineation of an access easement from Willard
3
Avenue through the parking lot on the site and then
4
south toward the lease space.
5
MEMBER COX:
6
MR. SAHER:
Yes.
So that will ensure that they
7
will continue to remain as part of the permit drawings
8
that were submitted.
MEMBER COX:
9
Then the second point was just
10
that the proposed utility easement will be to the
11
premise and details were provided which, again, you
12
were addressing.
13
that the Staff points were addressed as early in the
14
process as possible.
So that was really just to make sure
MS. ROTH:
15
Yes.
I can't recall the specific
16
language within the lease, but I believe that it is
17
included.
MEMBER COX:
18
That's fine.
I was looking for
19
that just to kind of make sure the big picture is
20
shown.
Thank you.
21
Ms. Revesz, your
22
questions, your comments, your thoughts for Ms. Roth
23
or Staff?
24
MEMBER REVESZ:
I don't really have any
PLANET DEPOS
13
1
questions.
Our packet was exceptionally thorough.
2
It's a very good location, actually, for a cell tower.
3
A lot of us are not -- you know, sometimes with cell
4
towers there's a lot of opposition.
5
good location.
6
This was a really
Ms. Beyer, your
7
questions, your comments, your thoughts for Ms. Roth
8
or Staff?
MEMBER BEYER:
9
My understanding from reading
10
this very good packet is this allows for the
11
colocation of five cellular providers?
MS. ROTH:
12
Actually, it will be three total.
13
T-Mobile is the first, and there is additional space
14
for two carriers in the future.
T-Mobile will be placed at 97 feet, and the
15
16
other carriers at 110' and 120'.
17
MEMBER BEYER:
I'm happy to see that more
18
than one carrier is going to be able to use this site.
19
That means we'll have fewer additional sites this way.
20
That's all.
21
Ms. Kruger, your
22
comments, your thoughts, your questions for Ms. Roth
23
or Staff?
24
MEMBER KRUGER:
Because you'll be adding to
PLANET DEPOS
14
1
other carriers in the future, do you know about how
2
long that will be?
3
I'm just thinking about the access easement.
4
If they don't come for a while, will that be difficult
5
to get in there?
I was more thinking that because it's been
6
7
raining so much and access easements can be ripped up,
8
the providers that go in there, that's part of their
9
contract to make sure that they take care of the
10
property?
MS. ROTH:
11
I believe if there is damage,
12
that they would restore it to the way that it was
13
found.
It's an unmanned site.
14
So after
15
construction, there will not be any additional
16
traffic, and the same would be said for additional
17
carriers.
18
shouldn't be heavy equipment or anything that's going
19
through that access easement.
20
antennas.
21
Once the tower is established, there
MR. SAHER:
It would just be to add
If I could add, also, the access
22
easement is planned through the existing parking lot
23
on the property --
24
MS. ROTH:
Yes.
PLANET DEPOS
15
1
MR. SAHER:
-- and the commercial
2
operation's yard, which is currently used by this
3
trucking company to story heavy equipment.
4
the surface on which the access easement is being
5
proposed can handle very heavy equipment.
6
As such,
So it would be up to the property owners to
7
continue the maintenance of that in accordance with
8
our regular building codes to ensure the commercial
9
operation yard is maintained dust free with a proper
10
gravel or blacktop surface and the parking lot is
11
properly sealed and striped.
12
13
The access easement is designed right
through that.
14
MEMBER KRUGER:
Great.
15
Thank you.
Is there anyone in the
16
audience who has a question or a comment or a thought
17
with regard to this issue?
Sir?
18
MR. ALEXANDER:
Thank you.
19
My name is Robert Alexander.
I'm an owner
20
of STI Trans, T-r-a-n-s.
STI Trans currently leases
21
it from Ferryville, LLC, which T-Mobile/American Tower
22
is leasing the property through Ferryville, LLC.
23
My question is on the zoning issue.
24
I mentioned to you when I met you, in reference to the
PLANET DEPOS
Robert,
16
1
current zoning issues with the property, that both of
2
the PIN numbers are currently on Ferryville, LLC, at
3
300 Willard.
My question to all is simply in regards to
4
5
the current zoning issues, we will not put those in
6
jeopardy.
They will stay in effect.
All we're doing is basically adding
7
8
additional zoning for the cell tower purposes;
9
correct?
MR. SAHER:
10
11
Mr. Chairman, I can answer that
question.
12
13
That's my question to you.
Would you please do
that, Mr. Saher?
MR. SAHER:
14
The reason that this application
15
is being brought before the Planning and Zoning
16
Commission and that we're going through the zoning
17
process is because the type of land use, which is
18
for a cell tower that has been proposed, is a land
19
use that the community has reserved to be able to
20
be made aware of, first of all, be able to comment
21
on, and then have representatives of the community,
22
as
23
uses.
24
the City Council, approve these types of land
That is what we call a conditional use or in
PLANET DEPOS
17
1
some communities it's called a special use.
The underlying zoning district will not be
2
3
changed.
The PIN numbers, obviously, cannot be
4
changed.
This is simply a consideration of one
5
particular land use within this zoning district to
6
give the community the option to be made aware of and
7
add any special conditions that it feels are
8
appropriate to this property.
9
10
I hope that answered your question.
MR. ALEXANDER:
I guess my second question
11
is -- I should ask this, too -- the term of this lease
12
is subject up to six terms.
13
on a five-year lease.
14
Each term conditional is
Within that 30-year term rezoning issues
15
will not be an issue 15 years from now because of the
16
fact of the wetlands, the creek that's in the back?
17
MR. SAHER:
Correct.
18
If this property is rezoned for any purpose,
19
the cell tower will be considered a preexisting
20
feature and continue to remain.
21
Our zoning ordinance does have a provision
22
to allow for nonconforming land uses or nonconforming
23
structures to continue to remain and be operated in
24
the way they were used to on the site.
PLANET DEPOS
18
MR. ALEXANDER:
1
2
That was my question.
Thank
you.
3
4
Anyone else in the audience have a question
5
6
7
or comment?
Ms. Roth, I see you have come back.
MS. ROTH:
9
11
Tell us
what's on your mind.
8
10
Thank you, sir.
for Ms. Roth?
I'm just waiting for questions.
Any further questions
I don't see any hands.
All right.
Then I would ask for a summary and Staff's
12
position with regard to 11-15.
13
MR. SAHER:
14
In summary, Staff would like to state that
Thank you, Mr. Chairman.
15
it recommends approval of Petition 11-15, based on the
16
four conditions on Pages 6 and 7 of your Staff Report
17
dated July 6th, 2015.
18
I would also like to add that even though we
19
bring up this issue of the fall zone from time to
20
time, every time a cell tower is brought before the
21
Planning and Zoning Commission and the City Council
22
for final approval, we talk about the fact if the cell
23
tower falls for its entire length of, in this case,
24
125 feet, what kind of impact would we have?
PLANET DEPOS
19
And the reason we bring that up is because
1
2
our zoning ordinance for these provisions was written
3
in 1992 prior to the technology that is used today in
4
the construction of cell towers.
Today cell towers are designed to resist
5
6
very high wind speeds, in this particular case 60 to
7
90 miles per hour.
In addition, in the unlikely event that the
8
9
tower actually fails, it has been provided with
10
fail-safe crumple zones that will allow the tower
11
to collapse in on itself and not have any negative
12
impact outside of its lease space, as a matter of
13
fact.
So with the modern technology, the negative
14
15
impact that the tower will have on any surrounding
16
property is greatly minimized, which gives Staff this
17
additional comfort level to make these recommendations
18
for approval.
19
20
The Chair, then, will entertain a motion on
21
22
Thank you.
11-15.
MEMBER KRUGER:
I motion to recommend the
23
City Council approve Petition 11-15 subject to the
24
conditions outlined within the Staff report and to
PLANET DEPOS
20
1
adopt as the findings of the Commission the documents
2
and conditions provided within such Staff report.
3
4
MEMBER BEYER:
5
6
Is there a second?
Second.
Any further discussion
or comments?
7
MEMBER COX:
I have one discussion.
8
9
MEMBER COX:
Yes, sir.
It's a point for Staff.
10
I've looked at the documents and see about
11
this place that you're talking about where the tower
12
is designed to fail on itself.
13
I would want to point out that there is at
14
least one case within the past two years in St. Louis,
15
Missouri, where the system did not work.
16
I appreciate the fall zone comments and
17
about how the technology is supposed to work and we
18
always need to rely on the theory and the code and all
19
that; but just sort of for whomever may be watching or
20
for those sitting here, there are times when they
21
don't work.
22
23
24
So I appreciate Staff's position, but theory
always doesn't apply.
MR. SAHER:
I would like to say that today's
PLANET DEPOS
21
1
technology tries everything possible to make sure that
2
this technology works.
3
results of the technology as well within your packets.
I think we have some test
4
But thank you for that clarification.
5
6
before us.
We have a motion
It's been seconded.
7
Further discussion?
8
Secretary please call the roll.
9
MR. SAHER:
Ms. Beyer.
10
MEMBER BEYER:
Yes.
11
MR. SAYER:
12
MEMBER COX.
13
MR. SAHER:
14
MEMBER KRUGER:
15
MR. SAHER:
16
MEMBER REVESZ:
17
MR. SAHER:
18
19
That will be our recommendation to City
Mr. Cox.
Yes.
Ms. Kruger.
Yes.
Ms. Revesz.
Yes.
Chairman Siljestrom.
Yes.
20
Council.
That concludes our consideration of 11-15,
21
but the Chair has a question for you, Ms. Roth.
22
MS. ROTH:
Yes.
23
24
opportunity tonight is to be an educator.
Part of your
We have had
PLANET DEPOS
22
1
recently, in my recollection, three requests for cell
2
towers.
What is happening in the cell tower
3
4
business?
Why the proliferation of cell towers?
5
MS. ROTH:
Well --
6
This has no
7
relationship to the issue at hand, none whatsoever.
8
It's simply an attempt to get a little bit of
9
education because these things are coming down the
10
pipe.
11
MS. ROTH:
My best guess is that the cell
12
phone traffic is increasing.
13
increasing at such a rate that they're seeking to --
14
they call it offloading.
15
their sites onto other sites just so that you don't
16
lose your coverage basically.
Daily usage is
They're offloading some of
17
Does that make sense?
18
19
MS. ROTH:
Okay.
I think so.
I think that is probably
20
the reason, just increased use indoors, your daily
21
usage from your home, on your phone, on any mobile
22
device.
23
24
Would it be fair to
say, then, as the volume of cell phone calls gets
PLANET DEPOS
23
1
greater, the areas get smaller?
Would that be a
2
logical conclusion?
3
MS. ROTH:
4
5
MS. ROTH:
6
(Off the record at 7:33 P.M.)
That may be a logical conclusion.
Thank you.
You're welcome.
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
PLANET DEPOS
24
1
STATE OF ILLINOIS )
) SS.
2
3
COUNTY OF DU PAGE )
4
5
I, Jean S. Busse, Certified Shorthand
6
Reporter No. 84-1860, Registered Professional
7
Reporter, a Notary Public in and for the County of
8
DuPage, State of Illinois, do hereby certify that I
9
reported in shorthand the proceedings had in the
10
above-entitled matter and that the foregoing is a
11
true, correct and complete transcript of my shorthand
12
notes so taken as aforesaid.
13
IN TESTIMONY WHEREOF I have hereunto set my
14
hand and affixed my notarial seal this 13th day of
15
July, 2015.
16
17
18
19
______________________________________
Notary Public
20
21
22
My Commission Expires
23
July 25, 2017.
24
PLANET DEPOS
25
again
11:10,12,14 12:11
able
4:12 11:24 13:18 16:19 agenda
5:7 6:17
16:20
agreement
about
11:16,20
10:18 11:14 14:1,3
Alexander
18:22 20:10,11,17
15:18,19 17:10 18:1
above-entitled
all
24:10
5:3 6:15 7:15 8:11,14
access
13:20 16:4,7,20 18:10
11:15 12:2 14:3,7,19
20:18
14:21 15:4,12
allow
accessible
17:22 19:10
5:19
allowing
accordance
5:13
15:7
allows
across
13:10
9:12
along
actually
9:13 10:24
13:2,12 19:9
also
add
3:7 8:18 9:6,13 11:24
14:19,21 17:7 18:18
14:21 18:18
adding
although
13:24 16:7
7:2
addition
always
8:7,13 19:8
20:18,23
additional
American
5:20,20 10:10 13:13,19
10:21
14:15,16 16:8 19:17
answer
additions
10:14 16:10
7:15
answered
address
17:9
5:22
antennas
addressed
14:20
11:21 12:13
Anthony
addressing
4:17
11:19 12:12
any
adjacent
9:2,18,19 10:14 12:24
8:17 10:2,6
14:15 17:7,18 18:9,10
adopt
19:11,15 20:5 22:21
20:1
Anybody
affixed
5:22
24:14
anyone
aforesaid
6:24 15:15 18:4
24:12
anything
after
14:18
14:14
A
application
8:8 16:14
applications
8:11
apply
20:23
appointment
4:20
appreciate
20:16,22
appropriate
17:8
approval
18:15,22 19:18
approve
16:22 19:23
appurtenances
7:15
area
7:16,17 9:3 10:24 11:3
areas
23:1
attempt
22:8
audience
6:8 15:16 18:4
Avenue
1:5 5:11 6:19 7:13 8:6
9:13 12:3
aware
11:19 16:20 17:6
B
back
11:10 17:16 18:6
base
8:5
based
18:15
basic
10:13
basically
16:7 22:16
because
8:9 11:2 13:24 14:6
16:17 17:15 19:1
22:9
been
PLANET DEPOS
8:18 14:6 16:18 19:9
21:6
before
1:1 2:12 4:3 7:3 8:8
16:15 18:20 21:6
behalf
5:1 10:12
being
8:8,21 10:3,8 11:15
15:4 16:15
believe
12:16 14:11
believes
6:14
best
6:15 11:3 22:11
Beth
3:5 4:15
Beyer
3:3 4:6,7 13:6,9,17
20:4 21:9,10
beyond
9:21
big
12:19
bit
22:8
blacktop
15:10
Board
11:18
both
16:1
briefly
5:8
bring
18:19 19:1
brought
8:8,18 16:15 18:20
build
10:22
building
2:4 5:14 7:21 9:19 10:6
15:8
buildings
10:6
built
26
9:14
business
22:4
Busse
1:23 2:12 24:5
by-40
7:16 10:24
C
C
4:1
call
4:5 5:9,12,16 6:17
16:24 21:8 22:14
called
4:11 17:1
calling
4:18
calls
4:4 22:24
care
14:9
carefully
6:6
carrier
10:23 13:18
carriers
13:14,16 14:1,17
case
18:23 19:6 20:14
cases
6:5
cell
1:7 5:10 6:18 7:12,14
7:22 8:11,21 10:7
13:2,3 16:8,18 17:19
18:20,22 19:4,5 22:1
22:3,4,11,24
cellular
13:11
Certified
2:12 24:5
certify
24:8
CF
8:23 9:13
chain
8:2
Chair
4:4 19:20 21:21
Chairman
3:2 4:2,14,23,24 6:5,23
6:24 7:8,11 10:15,17
11:5,7 12:21 13:6,21
15:15 16:10,12 18:3,9
18:13 19:19 20:3,5,8
21:5,17,18,23 22:6,18
22:23 23:4
Chambers
2:5
changed
17:3,4
CI
8:10 9:10
city
1:1 2:4,5 4:20 5:2 6:7
6:12 9:15,15 16:22
18:21 19:23 21:19
clarification
21:4
clarify
11:13
code
20:18
codes
15:8
collapse
19:11
colocation
13:11
come
14:4 18:6
comfort
19:17
coming
22:9
commenced
6:3
comment
6:11 15:16 16:20 18:5
comments
11:8,20 12:22 13:7,22
20:6,16
commercial
1:6 7:18,20,23 8:4,10
9:9,10 15:1,8
Commission
1:2 4:19 5:1,23 6:6 8:9
16:16 18:21 20:1
24:22
Commissioner
6:10
communities
17:1
community
8:23 16:19,21 17:6
company
15:3
complete
24:11
concerns
6:12
concludes
21:20
conclusion
23:2,3
conditional
5:9 6:18 8:12,18 16:24
17:12
conditions
17:7 18:16 19:24 20:2
consideration
17:4 21:20
considered
8:12 17:19
construct
1:6 7:12
construction
14:15 19:4
consultant
10:12
contains
8:24 9:5,13
continue
12:7 15:7 17:20,23
contract
14:9
Corey
4:10,11
corner
7:23 8:22 11:1
correct
PLANET DEPOS
16:9 17:17 24:11
could
14:21
Council
2:5 4:20 16:22 18:21
19:23 21:20
County
1:24 24:3,7
couple
11:12
court
2:6 5:2,24
coverage
11:3 22:16
Cox
3:4 4:8,9 11:7,10,23
12:5,9,18 20:7,9
21:11,12
creek
9:1,6 17:16
Creek's
9:1
crumple
19:10
CSR
1:23
current
10:9 16:1,5
currently
10:3 15:2,20 16:2
D
D
4:1
daily
22:12,20
damage
14:11
dated
18:17
day
24:14
delineation
12:2
designed
9:14 15:12 19:5 20:12
details
12:11
27
device
22:22
Dexter
2:6
difficult
14:4
discussing
11:13
discussion
20:5,7 21:7
distance
9:18
district
8:10,16,24 9:11 17:2,5
ditch
9:6
Dixon
4:10,11
documents
20:1,10
doing
16:7
down
22:9
drainage
9:5
drawings
12:7
DU
24:3
duly
6:2
DuPage
1:24 24:8
dust
15:9
E
E
4:1,1
early
12:13
easement
11:15 12:2,10 14:3,19
14:22 15:4,12
easements
14:7
education
22:9
educator
21:24
effect
16:6
Elgin
1:1,10 2:4,7 6:16,19
9:15
else
18:4
enforce
11:18
ensure
12:6 15:8
entertain
19:20
entire
7:17 18:23
equipment
14:18 15:3,5
established
14:17
even
18:18
evening
4:2
event
19:8
ever
5:2
every
18:20
everyone
4:3
everything
21:1
evidence
6:22
exceptionally
13:1
existing
7:21 10:6 14:22
Expires
24:22
express
6:8
extend
5:3
F
Facility
8:24
fact
17:16 18:22 19:13
fail
20:12
fails
19:9
fail-safe
19:10
fair
22:23
fall
8:13,15,20 9:24 18:19
20:16
falls
11:17 18:23
far
7:23 8:21 9:16
feature
17:20
features
9:3
feels
17:7
feet
7:14,17 9:20,22 10:2,5
13:15 18:24
fence
8:2,3
Ferryville
15:21,22 16:2
fewer
13:19
final
5:16 18:22
Finally
5:16 6:13
findings
20:1
fine
12:18
first
5:9 10:23 13:13 16:20
five
PLANET DEPOS
13:11
five-year
17:13
floodway
9:7
foot
10:24
foregoing
24:10
formal
5:24
found
14:13
four
18:16
free
15:9
further
18:9 20:5 21:7
future
13:14 14:1
G
G
4:1
give
9:18 17:6
gives
19:16
go
5:8 14:8
going
5:8 13:18 14:18 16:16
good
4:2 13:2,5,10
gravel
15:10
Great
15:14
greater
23:1
greatly
19:16
guess
11:10 17:10 22:11
H
hand
28
22:7 24:14
handle
15:5
hands
18:10
happening
22:3
happy
13:17
heavy
14:18 15:3,5
held
2:1
here
4:7,9,16,22,24 6:19
8:18 10:10,13 20:20
hereby
24:8
hereunto
24:13
high
19:6
home
5:5 22:21
hope
17:9
hour
19:7
house
5:20
I
Illinois
1:10,24 2:7,14 24:1,8
illustrious
5:2
immediately
8:22 9:12
impact
9:16,19 10:1,8 18:24
19:12,15
inches
9:20,22
included
12:17
includes
5:4
including
7:14
incorporated
11:15
increased
22:20
increasing
22:12,13
indicated
10:24
indoors
22:20
industrial
8:10 9:9,10
information
10:10,13
intended
11:3
interested
7:1
interests
6:15
Intern
3:9
introduce
7:9
issue
6:9 7:9 15:17,23 17:15
18:19 22:7
issues
16:1,5 17:14
item
6:17
items
5:7
itself
9:16 19:11 20:12
J
Jay
3:4 4:8
Jean
1:23 2:12 24:5
jeopardy
16:6
Job
1:21
July
1:11 18:17 24:15,23
K
Karen
3:3 4:6
kind
12:19 18:24
know
11:17 13:3 14:1
Kruger
3:5 4:15,16 13:21,24
15:14 19:22 21:13,14
L
land
8:23 16:17,18,22 17:5
17:22
landscape
8:3
language
11:15 12:16
large
5:17
lease
7:16,17,22 8:1 11:16
11:20 12:4,16 17:11
17:13 19:12
leases
15:20
leasing
15:22
least
11:20 20:14
LEE
7:5
legal
5:21
length
18:23
level
19:17
lie
8:17
lies
9:4
light
9:9
line
9:21,22
PLANET DEPOS
link
8:2
listen
6:6
little
22:8
LLC
15:21,22 16:2
located
7:16,18,19,20,23 8:10
8:21 9:10,20
location
2:1 5:11 10:9,12 13:2,5
logical
23:2,3
long
14:2
looked
20:10
looking
11:10 12:18
Loretta
3:6 4:21
lose
22:16
lot
12:3 13:3,4 14:22
15:10
Louis
20:14
M
maintain
8:14
maintained
15:9
maintenance
15:7
man-made
9:2
material
8:4
matter
1:4 6:13 19:12 24:10
means
13:19
meet
8:15
29
meeting
4:4,13
Member
3:3,4,5,6 4:7,9,16,22
11:10,23 12:5,9,18,24
13:9,17,24 15:14
19:22 20:4,7,9 21:10
21:12,14,16
members
5:1 6:6
mentioned
15:24
met
15:24
miles
19:7
mind
18:7
minimized
19:16
minute
4:3
Missouri
20:15
mobile
22:21
modern
19:14
Monday
1:11
motion
19:20,22 21:5
Municipal
2:4
N
N
4:1
name
4:18 15:19
necessary
6:1
necessity
5:22
need
20:18
negative
9:18 10:7 19:11,14
new
1:6
next
6:17
nonconforming
17:22,22
none
22:7
normally
5:14
north
5:18 9:8
notarial
24:14
Notary
1:24 2:14 24:7,20
notes
11:12 24:12
notice
6:22
number
6:19 8:9
numbers
16:2 17:3
O
O
4:1
obviously
17:3
office
7:21
officially
4:19
offloading
22:14,14
Okay
11:7,23 22:19
Once
14:17
one
4:3 5:9,12 8:9 9:24
13:18 17:4 20:7,14
open
8:24 9:21
operated
17:23
operation
15:9
operation's
7:18,20,24 8:4 15:2
opinion
6:9
opportunity
6:11 21:24
opposition
13:4
option
17:6
order
4:4
ordinance
17:21 19:2
other
13:16 14:1 22:15
others
6:7
outlined
19:24
outside
11:17 19:12
owner
15:19
owners
5:18 7:5,6 15:6
P
P
4:1
packet
11:12 12:1 13:1,10
packets
21:3
PAGE
24:3
Pages
1:22 18:16
parcel
5:17
park
5:15 9:14,15
parked
10:4
parking
12:3 14:22 15:10
part
PLANET DEPOS
8:18 12:7 14:8 21:23
particular
17:5 19:6
party
7:1
past
20:14
Pedote
4:17
people
6:15 7:3
permit
12:7
person
6:14
PETERSON
3:9
petition
1:5 7:12 18:15 19:23
petitioner
6:11
petitioners
6:7 7:10
phone
5:10 6:18 22:12,21,24
picture
12:19
piece
9:24
PIN
16:2 17:3
pipe
22:10
place
20:11
placed
10:8 13:15
plan
12:1
planned
14:22
Planner
3:8
Planning
1:2 8:8 16:15 18:21
plat
5:16
30
please
4:5 10:17 16:12 21:8
point
12:9 20:9,13
points
12:13
Poplar
9:1
position
18:12 20:22
possible
12:14 21:1
Prairie
9:14
predicated
6:14
preexisting
17:19
premise
12:11
PRESENT
3:1,7
presume
5:20
prior
19:3
privacy
8:3
probably
22:19
proceedings
1:9 2:1 5:5 6:3 24:9
process
5:14 12:14 16:17
Professional
2:13 24:6
project
10:22
proliferation
22:4
proper
6:22 15:9
properly
15:11
properties
8:16 9:9
property
5:17 7:5,7,13,19,22
8:17,22,23 9:4,8,12
9:21,22 10:2 11:1,2
14:10,23 15:6,22 16:1
17:8,18 19:16
proposed
7:14 12:10 15:5 16:18
provide
10:10,13
provided
12:1,11 19:9 20:2
providers
13:11 14:8
provision
17:21
provisions
19:2
Public
1:24 2:14 11:13 24:7
24:20
purpose
17:18
purposes
16:8
purview
11:17
put
16:5
p.m
1:12 6:4,4 23:6
Q
question
6:11 15:16,23 16:4,9
16:11 17:9,10 18:1,4
21:21
questions
10:14 11:8 12:22 13:1
13:7,22 18:8,9
R
R
4:1
radius
10:1
raining
14:7
rate
22:13
Rath
10:15
readily
8:5
reading
13:9
really
12:12,24 13:4
reason
4:18 8:7 10:13 16:14
19:1 22:20
recall
12:15
recently
9:14 22:1
recollection
22:1
recommend
19:22
recommendation
21:19
recommendations
19:17
recommends
18:15
record
6:3 23:6
reference
15:24
regard
15:17 18:12
regarding
6:9
regards
16:4
Registered
2:13 24:6
regular
15:8
related
6:9 7:4 8:20
relationship
22:7
relevant
6:8
rely
PLANET DEPOS
20:18
remain
12:7 17:20,23
replacement
4:20
report
1:9 2:1 18:16 19:24
20:2
reported
1:23 24:9
reporter
2:13,13 5:3,24 24:6,7
representative
10:20
representatives
16:21
representing
10:11,21
request
5:10
requests
22:1
requirement
8:14,16,20
requiring
8:11
reserved
16:19
resist
19:5
restore
14:12
result
8:17 10:7
results
21:3
Revesz
3:6 4:21,22 12:21,24
21:15,16
rezoned
17:18
rezoning
17:14
right
15:12 18:10
right-of-way
9:5,23
31
ripped
14:7
Robert
3:2 4:23 15:19,23
roll
4:5 21:8
Roth
10:11,16,16,17,20 11:6
11:9,22 12:15,22 13:7
13:12,22 14:11,24
18:6,8,10 21:21,22
22:5,11,19 23:3,5
RPR
1:23
running
9:1
RYAN
3:9
R-o-t-h
10:16
S
S
1:23 2:12 4:1 24:5
Saher
3:8 4:6,10,15,17 6:23
7:2,6,11 11:24 12:6
14:21 15:1 16:10,13
16:14 17:17 18:13
20:24 21:9,13,15,17
same
14:16
SAROSH
3:8
say
11:11 20:24 22:24
SAYER
4:8,23 21:11
screened
7:18
seal
24:14
sealed
15:11
second
5:12 12:9 17:10 20:3,4
seconded
21:6
Secretary
4:5 6:21 21:8
section
11:14
see
11:24 13:17 18:6,10
20:10
seeking
10:22 22:13
sees
10:8
selected
11:2
Senior
3:8
sense
22:17
serve
11:3
set
24:13
shorthand
2:12 24:5,9,11
should
17:11
shouldn't
14:18
shown
12:20
shows
12:1
signed
6:24
Siljestrom
3:2 4:2,14,23,24 6:5,24
7:8 10:15,17 11:5,7
12:21 13:6,21 15:15
16:12 18:3,9 19:19
20:3,5,8 21:5,17,18
21:23 22:6,18,23 23:4
simply
16:4 17:4 22:8
sir
15:17 18:3 20:8
site
10:6,11,21 12:1,3
13:18 14:14 17:24
sites
13:19 22:15,15
sitting
20:20
six
17:12
smaller
23:1
solid
8:3
some
6:8 10:10,13 17:1 21:2
22:14
somebody
5:13
something
5:13 11:19
sometimes
13:3
sort
20:19
south
7:21 9:4,8,22,23 10:2,3
12:4
southwest
7:23 8:21 11:1
space
7:22 8:1,24 9:21 12:4
13:13 19:12
special
17:1,7
specific
5:11 12:15
speeds
19:6
square
7:17
SS
24:2
St
20:14
Staff
5:2 6:7,12 10:8 11:11
11:20,24 12:13,23
13:8,23 18:14,16
19:16,24 20:2,9
Staff's
PLANET DEPOS
18:11 20:22
stand
5:23
state
2:14 18:14 24:1,8
stating
4:11
status
10:18
stay
16:6
STI
15:20,20
still
4:19
story
15:3
street
5:15 9:12
striped
15:11
structure
9:19
structures
9:2,17 17:23
subdivide
5:19
subdivision
5:17
subject
8:17 9:4 17:12 19:23
submitted
12:8
summarize
7:9
summary
18:11,14
supposed
8:14 20:17
sure
10:11,20 11:18,22
12:12,19 14:9 21:1
surface
15:4,10
surrounded
8:1,3
surrounding
32
9:17 19:15
sworn
5:23 6:2
system
20:15
T
take
14:9
taken
24:12
talk
18:22
talking
11:14 20:11
tall
7:14
technology
19:3,14 20:17 21:1,2,3
television
5:6
tell
10:18,18 18:6
term
17:11,12,14
terms
17:12
test
21:2
TESTIMONY
24:13
thank
4:14 7:7,11 12:20
15:14,18 18:1,3,13
19:19 21:4 23:4
theory
20:18,22
things
22:9
think
21:2 22:18,19
thinking
14:3,6
thorough
13:1
thoroughness
11:11
thought
11:8 15:16
thoughts
12:22 13:7,22
three
5:7 13:12 22:1
time
4:3 7:2 18:19,20,20
times
20:20
today
19:3,5
today's
20:24
tonight
5:4,23 21:24
tonight's
4:12 5:7
total
7:16 13:12
toward
12:4
tower
1:7 5:11 6:18 7:13,14
8:5,15,21 9:16,17,24
10:5,8,14,19,21,22
13:2 14:17 15:21
16:8,18 17:19 18:20
18:23 19:9,10,15
20:11 22:3
towers
8:11,14 13:4 19:4,5
22:2,4
tower's
7:22
town
5:18
traffic
14:16 22:12
Trans
15:20,20
transcript
24:11
tributary
9:1,6
tries
21:1
trucking
15:3
true
24:11
turn
8:2
TV
5:10
two
7:3 13:14 20:14
type
16:17
types
16:22
T-Mobile
1:5 10:12,23 11:4
13:13,15
T-Mobile/American
15:21
T-r-a-n-s
15:20
U
underlying
17:2
understanding
13:9
unlikely
19:8
unmanned
14:14
unused
9:5,23
usage
22:12,21
use
5:10 6:18 8:12,19
13:18 16:17,19,24
17:1,5 22:20
uses
16:23 17:22
utility
12:10
V
variation
5:12
vehicles
10:3
PLANET DEPOS
Virginia
10:11,16
visible
8:5
volume
22:24
vote
6:13,14
W
waiting
18:8
walked
7:3
want
5:3,18 11:13,18 20:13
wants
5:22
warm
5:3
watching
5:5 20:19
way
13:19 14:12 17:24
welcome
5:3 23:5
west
8:22 9:21
wetlands
17:16
we'll
6:13 13:19
we're
16:7,16
whatsoever
22:7
WHEREOF
24:13
whomever
20:19
Willard
1:5 5:11 6:19 7:13 8:6
9:13 11:1 12:2 16:3
Willow
9:1,6
wind
19:6
wish
33
6:8
Witnesses
6:2
work
20:15,17,21
works
11:14 21:2
written
19:2
X
X
1:3,8
Y
yard
7:18,20,24 8:4 15:2,9
years
17:15 20:14
Z
zone
8:13,15,20 18:19 20:16
zoned
8:23 9:13
zones
19:10
zoning
1:2 5:14 8:9,16 15:23
16:1,5,8,15,16 17:2,5
17:21 18:21 19:2
1
1
1:22
1,600
7:17
11-15
1:5 6:20 18:12,15
19:21,23 21:20
110
13:16
120
13:16
125
18:24
126
7:14 10:5
126-foot
10:1
13th
24:14
15
17:15
150
2:6
1992
19:3
60120
2:7
7
2
2015
1:11 18:17 24:15
2017
24:23
24
1:22
25
24:23
3
30-year
17:14
300
1:5 6:19 7:13 11:1 16:3
4
40
7:16 10:24
42
9:20
7
9:20,22 18:16
7:00
4:3
7:02
6:4
7:11
6:4
7:33
23:6
75394
1:21
8
83
9:22
84-1860
24:6
847
2:8
9
90
19:7
931-6100
2:8
97
13:15
5
5
10:2
6
6
1:11 18:16
6th
18:17
6-foot-high
8:2
6:59
1:12
60
19:6
PLANET DEPOS
Ordinance No. G32-15
AN ORDINANCE
AMENDING THE LIST OF ONE-WAY STREETS IN THE CITY OF ELGIN
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS:
Section 1. That Section 11.24.020 of the Elgin Municipal Code, 1976, as amended, entitled
"One-Way Streets and Alleys" be and is hereby further amended by adding to the list of one-way
streets in the City of Elgin under Section 11.24.020B the following: Lincoln Avenue from Dundee
Avenue to Hill Avenue.
Section 2. That all ordinances or parts of ordinances in conflict with the provisions of this
ordinance be and are hereby repealed to the extent of any such conflict.
Section 3. That this ordinance shall be in full force and effect upon its passage and
publication in the manner provided by law.
_________________________________
Presented: August 12, 2015
Passed:
Vote: Yeas
Nays:
Recorded:
Published:
Attest:
_____________________________
Kimberly A. Dewis, City Clerk
O‐3
OTHER BUSINESS ITEM: MEETING DATE: August 12, 2015 ITEM: Authorization for Payment ($20,687) OBJECTIVE: Provide safe and properly lit athletic fields at the Elgin Sports Complex. RECOMMENDATION: Approve the payment to Associated Electrical Contractors in the amount of $20,687. BACKGROUND The Elgin Sports Complex has ten lighted softball fields and four lighted soccer fields. These lights range in age from approximately 10 years to 25 years old and as a result they regularly require repairs. The repairs typically include replacement of ballasts, capacitors, lamps and wir‐
ing. The light poles on the athletic fields at the sports complex rise to 700 feet and the city does not have a piece of equipment that can reach that height and maneuver between the fields. As Repairs to the lights are always contracted for this reason. OPERATIONAL ANALYSIS The city solicited quotes from five electrical contractors for light repairs. Quotes for labor and materials were requested due to the unknown nature of what the repairs would actually entail. Two quotes were received, with the lowest coming from Associated Electrical Contractors from Woodstock. The staff coordinated the repairs with Associated Electrical Contractors this spring, which re‐
quired them to be at the sports complex a total of nine days. The total cost for their labor and materials came to $20,687. This is the first time the repairs have exceeded $20,000. This in‐
crease stems from two factors: First, the last time repairs were made to the sports complex lights was in 2012, and second, the aging of the lights. Because thos invoice exceeds $20,000 it requires city council approval. Associated Electrical Contractors rates are as follows: Labor Electrician $ 105 Bucket Truck $ 90 Journeyman $ 105 Material Lamps 1‐30 $ 87.50 Lamps 31‐70 $ 82.50 Integral Ballasts $ 300 Remote Ballasts $ 330 Wire Harnesses $ 75 INTERESTED PERSONS CONTACTED None. FINANCIAL ANALYSIS Payment for these electrical repairs is made from the Sports Complex electrical account. BUDGET IMPACT FUND(S) ACCOUNT(S) PROJECT #(S) Recreation 296‐5071‐766.40‐01 N/A AMOUNT BUDGETED $21,000 AMOUNT AVAILABLE $21,000 LEGAL IMPACT Notices were sent to five electrical contractors on July 1, 2014 and published on the city’s web‐
site. Two quotes were received and opened on July 11, 2014. ALTERNATIVES None. NEXT STEPS Approve the authorization for payment. 2 Originators: Final Review: Maria Cumpata, Recreation and Facilities Superintendent Randy Reopelle, Parks and Recreation Director Debra Nawrocki, Finance Officer William A. Cogley, Corporation Counsel/Chief Development Officer Richard G. Kozal, Assistant City Manager/Chief Operating Officer Sean R. Stegall, City Manager ATTACHMENTS A. Tab Sheet 3 Athletic Field Electrical Services
TABULATION OF BIDS
CITY OF ELGIN
Associated Electrical Contractors
319 Lamb Road
Woodstock, IL 60098
Fitzgerald Lighting & Material
1585 Beverly Court
Aurora, IL 60502
Price
Price
Electrician
Bucket Truck
Joruneyman (If required)
$ 105.00
$ 90.00
$ 105.00
$ 481.25
No Bid
No Bid
TOTAL
$ 300.00 $ 481.25 Request for Quotation No: 2472A
Date Quotes Due: 7/11/14
Department: Parks & Recreation
Description
Labor: (Hourly Rates)
Material
Lamps: Qty: 1 ‐ 30
Integral Ballasts
Remote Ballasts
Wire Harnesses
TOTAL
$ 1,475.00 $ 2,412.11
Alternate:
Painted Lamps
$ 5.00
$ 87.50
$ 89.92
$ 82.50
$ 300.00
$ 330.00
$ 75.00
$ 85.42
$ 80.93
$ 75.00
$ 70.00
$ 377.67
$ 377.67
$ 293.00
O‐4
OTHER BUSINESS ITEM: MEETING DATE: August 12, 2015 ITEM: Authorization for Payment ($22,750) OBJECTIVE: Obtain authorization to pay Illinois Conveyor Services, Inc. for the rental of a conveyor at the Shales Parkway salt dome. RECOMMENDATION: Approve the payment to Illinois Conveyor Services, Inc. in the amount of $22,750. BACKGROUND The city orders road salt each year for all three of the city salt domes and the Shales Parkway location has the largest capacity of all three. When salt deliveries are made to this location, a conveyor is needed in order to have the salt loaded to the top and sides of the salt dome. This year, for the 2015‐16 winter season, 4800 tons were ordered and delivered which is a larger amount than last year in order to replenish the salt dome supply. The conveyor was rented and used for three additional days than originally anticipated. OPERATIONAL ANALYSIS The public services department obtained a quote from Illinois Conveyor Services, Inc. for the rental of equipment and labor services. This was a sole source quote as a search of the Fox Val‐
ley area for additional vendors resulted in companies that either sell a conveyor, or repair a conveyor. The city has used Illinois Conveyor Services in the past with satisfactory results. A purchase order in the amount of $13,000 was set up and funds encumbered in anticipation of using the conveyor equipment for 4 days. Due to the larger amount of salt ordered this year, and the capacity of equipment, it was necessary to use the conveying equipment for three addi‐
tional days at a cost of $9,750 for a total cost of all 7 days totaling $22,750.00. Illinois Conveyor Service requires that one of their employees be on site and operating the con‐
veying equipment. Public Services employees will then lift up piles of salt with an end loader and empty the material into a hopper, when then feeds the salt into the conveyor. 1 INTERESTED PERSONS CONTACTED None. FINANCIAL IMPACT Payment for the equipment rental and services will be made from the existing purchase order encumbered to Illinois Conveyor Services. BUDGET IMPACT FUND(S) General Services ACCOUNT(S) PROJECT #(S) 010‐3343‐755.43‐04 AMOUNT BUDGETED AMOUNT AVAILABLE $22,750 $22,750 LEGAL IMPACT None. ALTERNATIVES None. The equipment has been rented and salt deliveries have been completed and stored in the Shales salt dome for the 2015‐16 winter season. NEXT STEPS Approve the authorization for payment. 2 ______________________________________________________________________________ Originators: Gregory Rokos, Public Services Director Final Review: Debra Nawrocki, Chief Financial Officer Richard G. Kozal, Assistant City Manager/Chief Operating Officer William A. Cogley, Corporation Counsel/Chief Development Officer Sean R. Stegall, City Manager ______________________________________________________________________________ ATTACHMENTS None. 3 Resolution No. 15-104
RESOLUTION
AUTHORIZING EXECUTION OF A STATE OF ILLINOIS DEPARTMENT OF
TRANSPORTATION AGREEMENT WITH THE STATE OF ILLINOIS DEPARTMENT OF
TRANSPORTATION AND THE NORTHEAST ILLINOIS REGIONAL COMMUTER
RAILROAD CORPORATION AND THE COMMUTER RAIL DIVISION OF THE
REGIONAL TRANSPORTATION AUTHORITY FOR CROSSING WARNING SIGNAL
DEVICE IMPROVEMENTS AT McLEAN BOULEVARD AND BIG TIMBER ROAD
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that
David J. Kaptain, Mayor, and Kimberly A. Dewis, City Clerk, be and are hereby authorized and
directed to execute a State of Illinois Department of Transportation Agreement with the State of
Illinois Department of Transportation (Section 14-00185-00 TL, Project RRP-4003(352), Job No. C91-372-14, TIP #09-14-0024)) and the Northeast Illinois Regional Commuter Railroad Corporation
and the Commuter Rail Division of the Regional Transportation Authority on behalf of the City of
Elgin for crossing warning signal device improvements at McLean Boulevard and Big Timber Road,
a copy of which is attached hereto and made a part hereof by reference.
__________________________________
Adopted:
Vote: Yeas
Nays:
Recorded:
Attest:
__________________________
Resolution No. 15-105
RESOLUTION
AUTHORIZING EXECUTION OF AN AGREEMENT
WITH HAMPTON, LENZINI AND RENWICK, INC. FOR
ENGINEERING SERVICES IN CONNECTION WITH THE
McLEAN AND BIG TIMBER ROAD RAILROAD
SIGNAL IMPROVEMENTS PROJECT
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS,
that pursuant to Elgin Municipal Code Section 5.02.020B(9) the City Council hereby finds that
an exception to the requirements of the procurement ordinance is necessary and in the best
interest of the city; and
BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN,
ILLINOIS, that Sean R. Stegall, City Manager, and Kimberly A. Dewis, City Clerk, be and are
hereby authorized and directed to execute an Agreement on behalf of the City of Elgin with
Hampton, Lenzini and Renwick, Inc. for engineering services in connection with the McLean
and Big Timber Road Railroad Signal Improvements Project, a copy of which is attached hereto
and made a part hereof by reference.
_______________________________________
Adopted:
Vote: Yeas
Nays
Recorded:
Attest:
_________________________
RESOLUTION
AUTHORIZING EXECUTION OF AN AGREEMENT WITH
WEST SIDE TRACTOR SALES CO.
FOR TRADE-IN OF NON-FUNCTIONING SURPLUS EQUIPMENT FOR
EQUAL PURCHASE CREDIT TOWARDS NEW EQUIPMENT
pursuant to Elgin Municipal Code Section 5.02.020B(9) the City Council hereby finds that an
exception to the requirements of the procurement ordinance is necessary and in the best interest of
the city; and
hereby authorized and directed to execute an agreement on behalf of the City of Elgin with West
Side Tractor Sales Co. for the trade-in of non-functioning surplus equipment for equal purchase
credit towards new equipment, a copy of which is attached hereto and made a part hereof by
reference.
_____________________________________
Adopted:
Vote: Yeas
Nays:
Recorded:
Attest:
_________________________
RESOLUTION
AUTHORIZING EXECUTION OF AN AGREEMENT WITH
BONNELL INDUSTRIES, INC.
FOR TRADE-IN OF NON-FUNCTIONING SURPLUS EQUIPMENT FOR
EQUAL PURCHASE CREDIT TOWARDS NEW EQUIPMENT
the city; and
hereby authorized and directed to execute an agreement on behalf of the City of Elgin with Bonnell
Industries, Inc. for the trade-in of non-functioning surplus equipment for equal purchase credit
towards new equipment, a copy of which is attached hereto and made a part hereof by reference.
_____________________________________
Adopted:
Vote: Yeas
Nays:
Recorded:
Attest:
_________________________
Resolution No.15-108
RESOLUTION
AUTHORIZING EXECUTION AND ACCEPTANCE OF A PLAT OF EASEMENT
FOR WATERMAIN PURPOSES FROM DAVID HUANG AND ACCEPTING
FOR OWNERSHIP AND MAINTENANCE CERTAIN PUBLIC IMPROVEMENTS
(2725 Alft Lane)
that David J. Kaptain, Mayor, and Kimberly A. Dewis, City Clerk, be and are hereby authorized
and directed to execute a plat of easement for watermain purposes from David Huang for the
property legally described on Exhibit A, a copy of which is attached hereto.
BE IT FURTHER RESOLVED that the City Clerk is hereby authorized and directed to
cause the plat of easement to be recorded in the office of the Recorder of Deeds of Kane County,
Illinois.
BE IT FURTHER RESOLVED that the City of Elgin hereby accepts for ownership and
maintenance the following public improvements and appurtenances thereto located within the
easements described in such plat of easement: approximately 947 feet of 8-inch watermain; 12
feet of 6-inch watermain; two, 8-inch valves in 4-foot vaults; and two fire hydrants.
__________________________________
Adopted:
Vote: Yeas Nays:
Recorded:
Attest:
__________________________
RESOLUTION
AUTHORIZING EXECUTION OF A PURCHASE OF SERVICES AGREEMENT
WITH THE DOWNTOWN NEIGHBORHOOD ASSOCIATION OF ELGIN
FOR ECONOMIC DEVELOPMENT SERVICES
that Sean R. Stegall, City Manager, and Kimberly A. Dewis, City Clerk, be and are hereby
authorized and directed to execute a purchase of services agreement on behalf of the City of
Elgin with the Downtown Neighborhood Association of Elgin for economic development
services, a copy of which is attached hereto and made a part hereof by reference.
__________________________________
Adopted:
Vote: Yeas Nays:
Recorded:
Attest:
__________________________
RESOLUTION
APPROVING FINAL PLAT OF SUBDIVISION FOR
BOWES CREEK COUNTRY CLUB, PHASE 4A SUBDIVISION
it hereby approves the final plat of subdivision prepared by Manhard Consulting, Ltd. dated April
21, 2015, and last revised June 17, 2015, for Bowes Creek Country Club, Phase 4A Subdivision.
________________________________________
Adopted:
Vote: Yeas
Nays:
Recorded:
Attest:
____________________________
RESOLUTION
AUTHORIZING EXECUTION AND ACCEPTANCE OF BOWES CREEK
COUNTRY CLUB PHASE 4B PLAT OF BLANKET EASEMENT FOR
BLANKET UTILITY PURPOSES FROM TOLL BROTHERS
David J. Kaptain, Mayor, and Kimberly A. Dewis, City Clerk, be and are hereby authorized and
directed to execute Bowes Creek Country Club Phase 4B plat of blanket easement for blanket utility
purposes from Toll Brothers for the property legally described on Exhibit A, a copy of which is
attached hereto.
BE IT FURTHER RESOLVED that the City Clerk is hereby authorized and directed to cause
the plat of blanket easement to be recorded in the office of the Recorder of Deeds of Kane County,
Illinois.
________________________________________
Adopted:
Vote: Yeas
Nays:
Recorded:
Attest:
____________________________
RESOLUTION
AUTHORIZING EXECUTION OF A SERVICES AGREEMENT WITH
MOTOROLA SOLUTIONS FOR MAINTENANCE OF INTRADO 911 AND
NON-EMERGENCY PHONE SYSTEMS
the city; and
Sean R. Stegall, City Manager, be and is hereby authorized and directed to execute a services
agreement on behalf of the City of Elgin with Motorola Solutions for maintenance of Intrado 911
and non-emergency phone systems, a copy of which is attached hereto and made a part hereof by
reference.
__________________________________
Adopted:
Vote: Yeas
Nays:
Recorded:
Attest:
__________________________
AN ORDINANCE
AMENDING THE ELGIN MUNICIPAL CODE BY ADDING TO
THE LIST OF STOP INTERSECTIONS
(Summit Street at Spring Street)
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS:
Section 1. That Title 11, Chapter 11.32 of the Elgin Municipal Code, 1976, as amended, be
and is hereby further amended by adding to the list of stop intersections under Section 11.32.030 the
following:
Street
Summit Street
Direction
North/South
To Stop For
Spring Street
Section 2.
That all ordinances or parts of ordinances in conflict with the provisions of
this ordinance be and are hereby repealed to the extent of any such conflict.
Section 3. That this ordinance shall be in full force and effect ten days after its passage and
_________________________________
Passed:
Vote: Yeas
Nays:
Recorded:
Published:
Attest:
_____________________________
AN ORDINANCE
AMENDING CHAPTER 20.15 OF THE ELGIN MUNICIPAL CODE, 1976,
AS AMENDED, ENTITLED "50/50 HISTORIC/ARCHITECTURAL REHABILITATION
GRANT PROGRAM" AND AMENDING CHAPTER 20.16 OF THE ELGIN MUNICIPAL
CODE, 1976, AS AMENDED, ENTITLED "75/25 HISTORIC/ARCHITECTURAL
REHABILITATION GRANT PROGRAM"
WHEREAS, the City of Elgin has previously established two historic/architectural
rehabilitation grant programs known as the 50/50 Historic/Architectural Rehabilitation Grant
Program and 75/25 Historic/Architectural Rehabilitation Grant Program; and
WHEREAS, given the relative interest in the 50/50 grant program and the lower level of
interest in the 75/25 grant program and the resulting administrative difficulties in transferring
grant funds between such programs the City Council has determined that it is appropriate to
combine funding from the two grant programs into one historic rehabilitation grant fund; and
WHEREAS, the City of Elgin is a home rule unit and as a home rule unit may exercise
any power and perform any function pertaining to its government affairs; and
WHEREAS, regulations relating to historic/architectural rehabilitation grant programs of
the City pertain to the City's government and affairs.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF ELGIN, ILLINOIS:
Section 1.
That Chapter 20.15 of the Elgin Municipal Code, 1976, as amended,
entitled “50/50 Historic/Architectural Rehabilitation Grant Program” be and is hereby further
amended by adding a new section 20.15.080 thereto entitled "Combined Historic/Architectural
Rehabilitation Grant Fund" to read as follows:
“20.15.080:
COMBINED HISTORIC/ARCHITECTURAL REHABILITATION
GRANT FUND:
Any annual funding which may be provided for the 50/50 Historic/Architectural
Rehabilitation Grant Program and the 75/25 Historic/Architectural Rehabilitation Grant
Program shall be combined into a single historic/architectural rehabilitation grant fund."
Section 2.
That Chapter 20.16 of the Elgin Municipal Code, 1976, as amended,
entitled "75/25 Historic/Architectural Rehabilitation Grant Program" be and is hereby further
amended by amending Section 20.16.080 thereof entitled "Use Of Any Excess Funds" to read as
follows:
"20.16.080:
COMBINED HISTORIC/ARCHITECTURAL REHABILITATION
GRANT FUND:
Any annual funding which may be provided for the 50/50 Historic/Architectural
Rehabilitation Grant Program and the 75/25 Historic/Architectural Rehabilitation Grant
Program shall be combined into a single historic/architectural rehabilitation grant fund."
Section 3.
That all ordinances or parts of ordinances in conflict with the provisions of
this ordinance be and are hereby repealed to the extent of any such conflict.
Section 4.
That this ordinance shall be in full force and effect upon its passage and
______________________________________
Passed:
Vote: Yeas Nays:
Recorded:
Published:
Attest:
_____________________________
2
RESOLUTION
APPROVING A GRANT RECIPIENT ELIGIBILITY LIST UNDER THE
50/50 and 75/25 HISTORIC ARCHITECTURAL
REHABILITATION GRANT PROGRAMS
WHEREAS, the 50/50 and 75/25 Historic Architectural Rehabilitation Grant Programs
have been established to provide financial assistance and incentives for property owners in
Elgin's historic districts and individual landmarks in the restoration of their properties; and
WHEREAS, in 2015 applications have been made for 11 projects under the city's
Historic Architectural Rehabilitation Grant Programs; 10 applications under the 50/50 historic
rehabilitation grant program and 1 application under the 75/25 historic rehabilitation grant
program; and
WHEREAS, pursuant to Ordinance No. G31-15, funding for the 50/50 and 75/25 Historic
Architectural Rehabilitation Grant Programs has been combined into one historic rehabilitation
grant fund; and
WHEREAS, said applications have been submitted to the Elgin Heritage Commission
which conducted a review and scored applications based upon objective criteria and forwarded
eligibility lists to the City Council which has reviewed and approved the lists.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF ELGIN, ILLINOIS, that the sum of $161,181.98 is allocated for the following projects
approved under the grant recipient eligibility lists.
Owner
(50/50 Program)
Jim and Kelly Langenberg
Will and Maureen Alexander
Renate Adams
Tim Ramseyer
John and Dawn Laskey
James Stendler/Scott Metlicka
John Boline
Zhixian Guo
Rosalia and Joaquin Cornejo
Roy and Evelyn Chapman
Address
Grant Amount
582 Park Street
625 Lillie Street
612 N. Spring Street
211-213 Michigan St.
711 Douglas Ave.
821 Brook Street
162 College Street
305-307 North Street
372 N. Spring St.
705 W. Highland Ave.
$ 20,000.00
$ 20,000.00
$ 17,802.50
$ 20,000.00
$ 20,000.00
$ 10,475.00
$ 7,065.00
$ 18,138.62
$ 8,900.00
$ 14,000.00
(75/25 Program)
Rich Hirschberg
109 Hill Avenue
$ 4,800.86
TOTAL
$161,181.98
BE IT FURTHER RESOLVED that the projects shall be in conformance with all
applicable codes and ordinances.
__________________________________
Adopted:
Vote: Yeas Nays:
Recorded:
Attest:
__________________________
-2-

CITY OF ELGIN, ILLINOIS COUNCIL AGENDA CITY COUNCIL

Transcription

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