02/10/2016 City Council Agenda Packet - Part 1

Transcription

CITY OF ELGIN, ILLINOIS COUNCIL AGENDA CITY COUNCIL CHAMBERS Regular Meeting 7:00 P.M. February 10, 2016 Call to Order Invocation – Pastor Larry Henderson from Kingdom Advancement Center Pledge of Allegiance Roll Call Minutes of Previous Meetings – January 27, 2016 Recognize Persons Present Bids 1. 16‐002 2016 Street Rehabilitation – Eagle Heights South Project ($3,528,000) 2. 16‐003 2016 Water Main Replacement – Eagle Heights South Project ($2,377,778) 3. Job Order Contract Hemmens Auditorium Lights ($193,811) Other Business (O) 1. Public Hearing for Petition 26‐15 at 1110‐1190 South Randall Road, an application by Richport Property, LLC, requesting a Third Amendment to Annexation Agreement, Amendment to Ordinance G32‐10 and Development Plan Approval for the construction of a new retail building and new automatic car wash facility; and Final Plat Approval for the Resubdivision of Lot 2 within Elgin Wal‐Mart/Sam’s Club Subdivision. 2. Consideration of Petition 26‐15 at 1110‐1190 South Randall Road, an application by Richport Property, LLC, requesting a Third Amendment to Annexation Agreement, Amendment to Ordinance G32‐10 and Development Plan Approval for the construction of a new retail building and new automatic car wash facility; and Final Plat Approval for the Resubdivision of Lot 2 within Elgin Wal‐Mart/Sam’s Club Subdivision. City Council Agenda – February 10, 2016 3. 4. 5. 6. 7. Page 2 Consideration of Petition 20‐15 at 2500‐2535 Watermark Terrace, an application by Interstate Partners, LLC, requesting a Map Amendment and Planned Development approval to allow for the construction of a new luxury residential apartment complex known as Watermark at the Grove, and a Second Amendment to Ordinance G30‐08 providing for special regulations for graphics within the development. Resolution Repealing Resolution No. 15‐122 and Authorizing Execution of an Intergovernmental Agreement Between the Illinois State Toll Highway Authority, the Illinois Department of Transportation and the City of Elgin Regarding Improvements Relating to the Reconstruction of I‐90 Route 25 Interchange Improvements Resolution Authorizing Execution of an Agreement with Snap Consulting & Associates, LLC for Consulting Services in Connection with the City of Elgin's Diversity Program An Ordinance Granting a Conditional Use for a Social Service Counseling Center in the CC1 Center City District (25 South Grove Avenue, Suite 305) An Ordinance Providing for the Issuance of $25,000,000 General Obligation Corporate Purpose Bonds, Series 2016, of the City of Elgin, Kane and Cook Counties, Illinois, for the Purpose of Financing Various Capital Improvements, Including, but not Limited to, Street Improvements and Utility Projects, Providing for the Levy and Collection of a Direct Annual Tax for the Payment of the Principal of and Interest on Said Bonds and Authorizing the Sale of Said Bonds to the Purchaser Thereof **Consent Agenda (C) 1.
Resolution Authorizing Execution of an Agreement with Industrial/Organizational Solutions, Inc. for Police Sergeant Exam Testing Services in Connection with the Design of Police Written Exam and Assessment Center Project 2.
Resolution Accepting Grant of the Department of Justice FY2015 Edward Byrne Memorial Justice Assistance Grant Program for Technology‐Related Purchases and Ratifying the Execution of an Intergovernmental Agreement Relating thereto 3.
Resolution Authorizing Purchase of Personnel Observation Device (POD) Camera from Perlmutter Purchasing Power and Purchase of Telescoping Mast from Floatograph Technologies, LLC 4.
Resolution Authorizing Execution of a Service Agreement with Dixon Dance Academy, Inc. for Dance Instruction 5.
Resolution Authorizing Execution of a Service Agreement with Sterling Symmetry Unlimited, Incorporated for Group Fitness Instruction and Classes City Council Agenda – February 10, 2016 6.
7.
8.
9.
10.
11.
12.
Page 3 Resolution Authorizing Execution of a Service Agreement with Carrie Baldwin for Group Fitness Instruction and Classes Resolution Authorizing Execution of a Service Agreement with Midwest Academy of TaeKwon‐Do, Inc. for Martial Arts Classes Resolution Authorizing Execution of a Lease‐Purchase Agreement and Amendment to Lease‐Purchase Agreement with PNC Equipment Finance, LLC Regarding the Lease/Purchase of Golf Cars, Gas Golf Cars and Gas Vehicles Resolution Authorizing Execution of a Lease Agreement and Amendment to Lease Agreement with PNC Equipment Finance, LLC for GPS Units Resolution Accepting for Ownership and Maintenance Certain Public Improvements Within Randall Rose Auto Mall Subdivision Resolution Approving Final Plat of Subdivision for Tanglewood Subdivision An Ordinance Amending Chapter 2.40 Entitled "Fire Department" and Chapter 3.08 Entitled "Board of Fire and Police Commissioners" of the Elgin Municipal Code, 1976, as Amended Miscellaneous Business (M) 1.
Boards and Commissions Minutes a.
Bicycle & Pedestrian Advisory Committee, January 5, 2016 b.
Emergency Telephone System Board, December 17, 2015 c.
Human Relations Commission, January 5, 2016 d.
Heritage Commission, January 5, 2016 e.
Image Advisory Commission November 23, 2015 f.
Planning and Zoning Commission January 4, 2016 g.
Retiree Health Insurance Trust Fund, November 2, 2015 h.
Sustainability Commission, September, October, November 2015 i.
Committee of the Whole for January 13, 2016 j.
City Council Minutes for January 13, 2016 2.
Various Tax Reports a.
Sales Tax b.
Local Sales Tax c.
State Income Tax d.
State Use Tax e.
Telecommunications Tax f.
Alcoholic Tax Revenue City Council Agenda – February 10, 2016 Page 4 Announcements Next Committee of the Whole Meeting, Wednesday, February 24, 2016, at 6:00 p.m., in the City Council Chambers Next Regular Meeting of the Elgin City Council, Wednesday, February 24, 2016, at 7:00 p.m. in the City Council Chambers Adjournment **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: February 10, 2016 ITEM: 2016 Street Rehabilitation – Eagle Heights South Project ‐ Bid 16‐002 ($3,528,000) OBJECTIVE: Improve storm and pavement infrastructure on several adjacent streets in the area of and in‐
cluding Royal Boulevard and Carol Avenue. RECOMMENDATION: Award the 2016 Street Rehabilitation – Eagle Heights South Project bid to Orange Crush, LLC Hillside, Illinois in the amount of $3,528,000. Two bids for the the Eagle Heights South water main replacement and street rehabilitation are being presented for consideration and approval. The project will replace two miles of water main, 750 feet of sewer and rehabilitate two miles of streets. The project will begin this March and is expected to be completed this November. Orange Crush, LLC is the lowest bidder for the street rehabilitation in the amount of $3.53M. BACKGROUND The Royal Boulevard/Carol Avenue area, along with the side streets included in the contract, was generally developed in the 1950s and 1960s. The area of this project is being completed under the Neighborhood Street Rehabilitation Program and includes Royal Boulevard from Tyler Creek to North McLean; Ruth Drive from Royal Boulevard to south end; Deborah Avenue from Royal Boulevard to Kimberly Avenue; Carol Avenue from Royal Boulevard to Diane Avenue; Diane Ave‐
nue from Royal Boulevard to Deborah Avenue, Scott Drive from Royal Boulevard to Kimberly Av‐
enue; Kimberly Avenue from Scott Drive to dead end just west of Deborah and Junior Place be‐
tween Diane Avenue to Scott Drive. This project will be completed after the water department replaces water main on these streets between March and June 2016. The city initiated its street rehabilitation program in the early 1980s and work began in the older, core central neighborhoods and has since expanded outward. The early program primarily fo‐
cused on restoring pavement, repairing damaged curb and gutter and correcting sidewalk trip hazards. Turf restoration was limited to topsoil replacement and seeding. The program evolved 1 into its present configuration which, in addition to restoring pavement, completely replaces curb and gutter; repairs all deteriorated sidewalk; replaces driveway approaches; repairs water main and, in this particular area, upgrades signage and the uses sod when restoring damaged turf ar‐
eas. OPERATIONAL ANALYSIS The project will include the removal and replacement of curb and gutter, sidewalk and drive ap‐
proaches, the repair of pavement base, pavement grinding and new riding surface of three inches of new bituminous concrete. The project will improve approximately 1.9 miles of streets. The project also includes replacing approximately 2,200 lineal feet of deficient storm sewer. Twenty bid packages were sold with the city receiving twelve bidders for the project. Bids ranged from a low of $3,528,000 to a high of $4,629,110.38. Orange Crush, LLC was the lowest respon‐
sive bidder. The completion date for the water main project is June 30 and the completion date 2 for the street project is November 18 based upon a construction start on the street work of July 1. This allows for some time extension of the water main project if it becomes necessary. The engineers estimate for the project is $4,366,870. Orange Crush completed the 2014 Neigh‐
borhood Street Rehabilitation contract for the Royal Boulevard and Garden Crescent area and has previously worked for the city on several other city street projects. Their work has provided a satisfactory product that the city ultimately accepted. INTERESTED PERSONS CONTACTED The “Invest in Elgin” campaign will include public outreach prior to commencing construction and through the construction project. FINANCIAL ANALYSIS The staff recommends awarding the 2016 Street Rehabilitation – Eagle Heights South Project to Orange Crush, LLC in the amount of $3,528,000. The city’s 2016 adopted budget anticipated this project and it will be funded with proceeds from the 2016 General Obligation bond issuance. In addition to the construction component, advertising and design engineering costs of $250,000 were incurred and construction administration costs of $387,808 will be incurred. The engineer‐
ing component will be presented to the city council separately and the agreement for construc‐
tion administration will include engineering efforts to oversee the water main replacement and street rehabilitation efforts. The water main project will be awarded separately via a separate memorandum to city council. BUDGET IMPACT FUND(S) ACCOUNT(S) PROJECT # AMOUNT BUDGETED AMOUNT AVAILABLE 2016 Bond 316‐0000‐795.93‐80 $15,000,000 $15,000,000
LEGAL IMPACT Notices were published in the Daily Herald on January 16, 2016 and on the city’s website. The bids were opened and read publicly on January 26, 2016. ALTERNATIVES The city council may choose to reject all bids. Additional direction will be necessary before the project could be repackaged and bid. 3 NEXT STEPS 1.
Execute contract documents. 2.
Issue notice to proceed. 3.
Deliver notices of construction to each property within the project limits. 4.
Complete construction scheduled in 2016. Originators: Final Review: Joseph Evers, 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.
Bid Summary Sheet 4 ATTACHMENT A
2016 Street Rehabilitation
Eagle Heights South
Summary of Bids
January 26, 2016
Bidder
Orange Crush
Bid
$3,528,000.00
Schroeder Asphalt Services $3,611,505.58
Arrow Road
$3,615,869.73
Landmark Contractors
$3,817,342.75
G & M Cement Construction $3,844,017.68
R.W. Dunteman
$3,964,605.26
ALamp Concrete
$4,253,927.44
Triggi Construction
$4,350,161.79
J. Congdon Sewer
$4,365,587.00
Copenhaver Construction
$4,448,834.80
Martam Construction
$4,476,567.90
Glenbrook Excavating
$4,629,110.38
Engineer’s Estimate
$4,366,870.00
2
AGENDA ITEM: MEETING DATE: February 10, 2016 ITEM: Water Main Replacement ‐ Eagle Heights South Project – Bid 16‐003 ($2,377,778) OBJECTIVE: Improve the city’s infrastructure with replacement of aging water main in the southern portion of the Eagle Heights Subdivision. RECOMMENDATION: Award the 2016 Water Main Replacement – Eagle Heights South project to J. Congdon Sewer Service, Inc. of Carol Stream, Illinois in the amount of $2,377,778. Two bids for the the Eagle Heights South water main replacement and street rehabilitation are being presented for consideration and approval. The project will replace two miles of water main, 750 feet of sewer and rehabilitate two miles of streets. The project will begin this March and is expected to be completed this November. J. Congdon Sewer Service, Inc. is the low bidder in the amount of $2.37M for the water main re‐
placement component of the project. BACKGROUND The city has approximately 500 miles of water main throughout the distribution system to con‐
vey potable water from the treatment plants to consumers. These water mains deteriorate over time due to various issues including the surrounding soil characteristics, age of the pipe, mate‐
rials available when originally constructed and hydraulic characteristics in the distribution sys‐
tem. The number of water main breaks in the southern portion of the Eagle Heights Subdivision has been significant and over the recent years this has continued being a problem as the age of the mains increase. There has also been an increasing number of resident complaints relating to the condition of the subdivision infrastructure, including the roads and water mains. Due to the poor condition of the water mains in the subdivision, it was determined to be in the best inter‐
est of the water distribution system to complete a full replacement throughout the subdivision. This water main replacement project will be the first phase of neighborhood improvements for the area, with a street resurfacing project anticipated immediately following the water main replacement. Replacement of the water mains prior to the street resurfacing will decrease the number of main breaks and required street repairs once the street rehabilitation is completed. A map of the area for water main replacement is below. OPERATIONAL ANALYSIS The project will include the replacement of failing water main with the installation of approxi‐
mately 2,100 feet of twelve inch water main on Royal Boulevard and 8,600 feet of eight inch water main on all of the roads south of Royal Boulevard, as well as replacement of the fire hy‐
drants, valves and city portion of the services along the route. The project will include roadway patching and landscape restoration in areas affected by construction. In addition to the water main work, there will be approximately 750 feet of sanitary sewer replacement in the subdivi‐
sion to address joint offsets, minor pipe failures and flow issues in sections of sewer. The lowest bid was submitted by J. Congdon Sewer Services, Inc. of Carol Stream, Illinois. J. Congdon has previously done satisfactory work for the city of Elgin. See Attachment A and B for the recommendation letter and bid tabulation prepared by Civiltech Engineering, the consult‐
ant design engineer. INTERESTED PERSONS CONTACTED The “Invest in Elgin” campaign will include public outreach prior to commencing construction and through the construction project. 2 FINANCIAL ANALYSIS There were eleven bids received for the project with bids ranging from a low bid of $2,377,778 to a high bid of $3,292,623. Staff recommends awarding the contract to the lowest responsible bidder, J. Congdon Sewer Services, in the amount of $2,377,778. This project will require construction engineering oversight to ensure that the infrastructure improvements meet the design requirements. Staff will be proposing a Construction Engineer‐
ing Services contract with Civiltech Engineering to the council in the near future. BUDGET IMPACT FUND(S) ACCOUNT(S) PROJECT #(S) 2016 Bond 316‐4000‐795.93‐41 AMOUNT BUDGETED $10,000,000 AMOUNT AVAILABLE $10,000,000 LEGAL IMPACT Notices were published in the Daily Herald on January 7, 2016 and on the city’s website. The bids were opened and read publicly on January 26, 2016. 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.
Complete scheduled construction scheduled by July 2016. 3 Originators: Final Review: Eric B. Weiss, Senior Engineer Kyla B. Jacobsen, Water Director 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. Civiltech Engineering – Letter Recommending Award of Contract Bid Tabulation 4 3
AGENDA ITEM: MEETING DATE: February 10, 2016 ITEM: Hemmens Auditorium Lights – Job Order Contract Bid ($193,811) OBJECTIVE: Replace the house lighting in the Hemmens auditorium. RECOMMENDATION: Approve contract with F. H. Paschen for lighting replacement in the auditorium in the amount of $193,811. The Hemmens Cultural Center’s auditorium is still using its original light fixtures from 1969. The bulbs used for these fixtures are no longer being manufactured and no replacements will be avail‐
able once existing supplies are exhausted. Replacement fixtures using LED lighting are being rec‐
ommended. The LED fixtures will provide ten years of service, eliminating the need for the staff to regularly replace light bulbs in the fixtures located 30‐40 feet above the seating area. BACKGROUND The Hemmens auditorium was opened in 1969. The house lights in the auditorium are the original light fixtures that were installed when the building was built. The original fixtures were a 750 watt incandescent fixture, which light bulbs were phased out several years ago so. The fixtures now use a 500 watt bulb which will also be phased out soon. These light fixture hang from the ceiling, 30 to 40 feet above the seating. Given the relatively short life span of an incandescent bulb these light fixtures need to be serviced on a regular basis. Over the years, the heat generated by the incandescent lights and the regular changing of light bulbs has damaged the light sockets and other parts of the fixtures to the point where some no longer work and are beyond repair. OPERATIONAL ANALYSIS The new light fixtures proposed for the auditorium are LED fixtures with full range DMX dimming that is compatible with the other lighting equipment in the auditorium. The LED fixtures should provide ten years or more of maintenance‐free service—a major advantage given the difficulty accessing the fixtures. The LED fixtures will also provide a significant reduction in energy use with the new LED fixture drawing about 100 watts at full power. For this project, the staff is using the Job Order Contracting (JOC) process. The JOC process was originally selected to try and meet a very tight time schedule for completion last year. Due to the complexity of the project and lack of funding, this project was not completed in 2015. The JOC contractor not only will complete the project but will provide the regular oversight and project management services that are necessary to complete the project within the small time frame that is available. The city of Elgin has successfully used the JOC process on several projects. INTERESTED PERSONS CONTACTED None. FINANCIAL ANALYSIS The staff recommends awarding the contract to the JOC contractor, F. H. Paschen in the amount of $193,811. BUDGET IMPACT FUND(S) ACCOUNT(S) PROJECT #(S) AMOUNT BUDGETED AMOUNT AVAILABLE Riverboat 275‐0000‐791.93‐36 M00033 $200,000 $200,000 LEGAL IMPACT The process for acquiring these renovating/remodeling projects is utilizing the job order contract‐
ing (JOC) process which has been used successfully on several projects. This process was publicly bid through the city of Naperville and is offered to other municipal governments through a coop‐
erative purchasing agreement. The city’s procurement ordinance expressly authorizes “pur‐
chases made pursuant to any joint purchasing program sponsored by the state or other govern‐
mental agency or association.” ALTERNATIVES 1.
The city council may choose not to award the project to the JOC contractor, F. H. Paschen and start the process of a traditional bid. 2.
The city council may choose to do nothing and leave the lighting in its current condition. NEXT STEPS Once the bid is awarded, issue a purchase order and complete the project. 2 Originators: Final Review: Rich Hoke, Building Maintenance Superintendent 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. Proposal 3 Contractor Price Proposal Details - Category
Date:
6/30/2015
Job Order #::
032789.00
Title:
City of Elgin - Auditorium Lights
Contractor:
F. H. Paschen, S. N. Nielsen & Associates LLC
Job Order Value:
$193,810.64
Proposal Name:
City of Elgin - Auditorium Lights
Proposal Value:
$193,810.64
CSI Number
Mod
UOM
Description
LineTotal
Plaster Repair
1
09 01 20 00-0017
SF
Cut And Patch Hole To Match Existing, > 250 SF To 500 SF
Qty
Installation
360.00
Unit Price
X
$3,771.28
Factor
Total
$9.64 X 1.0867
$3,771.28
Contractor Notes: Cut out plaster ceiling at under side of balcony and control booth.
New light fixtures are larger than existing so plaster will need to be
cut out, patched, and blended to existing.
2
09 91 23 00-0158
SF
Paint Interior Drywall/Plaster Ceiling, 1 Coat Primer, Brush/Roller
Work
Qty
Installation
2,650.00 X
Unit Price
Factor
Total
$0.67 X 1.0867
$1,929.44
$1,929.44
Contractor Notes: Prime underside of balcony and control booth after plaster patching
is complete.
3
09 91 23 00-0158
0312
MOD
For Quantities > 2500 To 5000, Deduct
Qty
Installation
4
09 91 23 00-0160
SF
2,650.00 X
Unit Price
($86.39)
Factor
Total
($0.03) X 1.0867
($86.39)
Paint Interior Drywall/Plaster Ceiling, 2 Coats Paint, Brush/Roller
Work
Qty
Installation
2,650.00 X
Unit Price
Factor
Total
$1.25 X 1.0867
$3,599.69
$3,599.69
Contractor Notes: Paint underside of balcony and control booth after plaster patching
is complete.
5
09 91 23 00-0160
0312
MOD
For Quantities > 2500 To 5000, Deduct
Qty
Installation
2,650.00 X
Unit Price
($172.79)
Factor
Total
($0.06) X 1.0867
($172.79)
Subtotal for Plaster Repair:
$9,041.23
Theater Lighting Replacement
Contractor Price Proprosal Details - Category
1 of 3
CSI Number
Mod
UOM
Description
LineTotal
CCF
Scaffolding With Bracing Accessories - Area Based On 3' Wide x 7'
Long Sections (CCF / Month)
6
01 54 23 00-0005
Qty
Installation
180.00
Unit Price
X
Factor
Total
$18.03 X 1.0867
$3,526.78
$3,526.78
Contractor Notes: Scaffolding materials for (3) scaffold towers to be built in the
theater. Towers to be 10' x 10' and approx 60' tall.
7
01 54 23 00-0009
CCF
Scaffolding Erection And Dismantling - Height 41' To 60' Per CCF
Of Scaffolding And Accessories. Cost Includes Both Erection And
Dismantling Of Scaffolding
Qty
Installation
900.00
Unit Price
X
Factor
Total
$57.39 X 1.0867
$56,129.14
$56,129.14
Contractor Notes: Erect and dismantle scaffolding towers multiple times throughout
project to access all fixture locations on theater ceiling. Estimated
(5) re-locations per tower.
8
01 66 19 00-0007
CY
Handling Material For Over 125' Per CY Of Material Per 125'Note:
For delivery, demo or miscellaneous moving required by owner
Qty
Installation
667.00
Unit Price
X
Factor
Total
$3.49 X 1.0867
$2,529.65
$2,529.65
Contractor Notes: Carry scaffolding by hand into theater and remove when finished.
9
01 74 19 00-0010
EA
6 CY Dumpster (1 Ton) "Construction Debris"Note: Includes
delivery of dumpster, rental cost, pick-up cost, hauling, and
disposal fee. Non-hazardous material.
Qty
Installation
2.00
Unit Price
X
$565.87
Factor
Total
$260.36 X 1.0867
$565.87
Contractor Notes: Disposal of construction debris.
10
26 05 33 00-0712
LF
3/4" EMT Conduit, Mounted Exposed On Flat Wall
Qty
Installation
320.00
Unit Price
X
$1,352.72
Factor
Total
$3.89 X 1.0867
$1,352.72
Contractor Notes: Install conduit for cabling at stage area per drawings.
11
26 05 33 00-0723
EA
3/4" EMT 90 Degree Elbow
Qty
Installation
8.00
$84.24
Unit Price
X
Factor
Total
$9.69 X 1.0867
$84.24
Contractor Notes: conduit fittings
12
26 05 33 00-0745
EA
3/4" EMT Compression Coupling
Qty
Installation
30.00
$169.53
Unit Price
X
Factor
Total
$5.20 X 1.0867
$169.53
Contractor Notes: Conduit fittings
13
26 05 33 00-0778
EA
3/4" EMT Box Connector, Compression
Qty
Installation
10.00
Unit Price
X
$65.96
Factor
Total
$6.07 X 1.0867
$65.96
Contractor Notes: conduit fittings
2 of 3
CSI Number
Mod
UOM
Description
LineTotal
Dimmable Lighting Controls, Wall Box Wireless Transmitter (Lutron
RTA-WX-2B-WH)
$13,961.08
14
26 09 23 00-0096
EA
Qty
Installation
57.00
Unit Price
X
Factor
Total
$225.39 X 1.0867
$13,961.08
Contractor Notes: Supply and install new threw breakers and connect to lighting
control panel per drawings.
15
26 51 13 00-0180
EA
Open/Baffle, Recessed Fixture Trim
Qty
Unit Price
$1,739.61
Factor
Total
Installation
26.00
X
$50.87 X 1.0867
$1,437.29
Demolition
26.00
X
10.7 X 1.0867
$302.32
Contractor Notes: Recessed fixture trim
16
26 51 13 00-0290
EA
171 Watt LED, 4' Length, High Bay Fixture
Qty
Unit Price
$68,468.23
Factor
Total
Installation
31.00
X
$1,942.33 X 1.0867
$65,432.63
Demolition
31.00
X
90.11 X 1.0867
$3,035.60
Contractor Notes: Remove (31) existing fixtures on theater ceiling and replace with
new LED fixtures.
17
26 56 26 00-0027
EA
15 Watt LED Recessed Uplight
Qty
$21,007.00
Unit Price
Factor
Total
Installation
26.00
X
$621.22 X 1.0867
$17,552.07
Demolition
26.00
X
122.28 X 1.0867
$3,454.92
Contractor Notes: Remove (26) existing recessed lights and replace with new LED
recessed lights.
18
27 14 13 13-0015
PR
Certify And Document 1-Pair Of A Copper Communications Cable
Qty
Installation
57.00
Unit Price
X
Factor
Total
$9.17 X 1.0867
$568.01
$568.01
Contractor Notes: Test, certify, and terminate lighting control cables in control cabinet.
19
27 14 13 16-0069
MLF
2-Pair 24 AWG, Category 3, Indoor Telecommunications Plenum
Cable, Installed Exposed
Qty
Installation
11.70
Unit Price
X
Factor
Total
$1,148.43 X 1.0867
$14,601.59
$14,601.59
Contractor Notes: Install communication/data cabling between all light fixtures and
lighting control cabinet.
0
Subtotal for Theater Lighting Replacement:
$184,769.41
Grand Total:
$193,810.64
This work order proposal total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal
total is due to rounding of the line totals and sub-totals.
The Percent of NPP on this Proposal:
0.00
3 of 3
February 10, 2016
TO:
Mayor and Members of the City Council
FROM:
Sean R. Stegall, City Manager
Sarosh B. Saher, AICP, Senior Planner
SUBJECT:
Public Hearing to Consider a Third Amendment to Annexation Agreement
Final Plat of Subdivision for the Resubdivision of Lot 2 of Elgin Wal-Mart/Sam’s
Club Subdivision
Development Plan Approval
By Richport Property LLC – S. Randall Outlot, a Series of Richport Property LLC
(Petition 26-15)
SUMMARY
Allow Richport Property, LLC to resubdivide Lot 2 within Elgin Wal-Mart/Sam’s Club
Subdivision; and request Planned Development Approval to develop a 9,470 square foot multitenant retail building on resultant Lot 1 (1190 South Randall Road).
A 3,550 square foot carwash building will be constructed on resultant Lot 2 (1180 South Randall
Road).
Mayor and Members of City Council
February 10, 2016
Page 2
The annexation agreement requires that development of outlots within the subdivision be approved
through Planned Development approval.
The developer is also requesting that the additional land uses that were approved for the first retail
building along Bowes Road be permitted uses on these resultant lots along Randall Road. The
inclusion of the additional land uses requires a third amendment to the Annexation Agreement and
Planned Development Ordinance G32-10.
BACKGROUND
The Elgin Wal-Mart and Sam’s Club shopping center was annexed and zoned in 2006. That
approval included the establishment of a Wal-Mart store (opened October 2011), a Sam’s Club store
(opened September 2012), and other retail and commercial establishments on seven additional
outlots. That approval also required that any development upon the outlots be approved through a
public hearing before the Planning & Zoning Commission with final approval by the City Council.
In 2011, Lot 9 (1040 South Randall Road) was developed with a Sam’s Club Motor Vehicle Service
Station and in 2012/2013, Lots 3 and 4 (1020-1030 South Randall Road) were developed with a
Portillo’s Restaurant and Lot 10 (2415 Bowes Road) was developed with a multi-tenant retail
building. The subject property is Lot 2 of the recorded subdivision, and it is located south of the
Sam’s Gas Station with frontage along Randall Road.
The following actions are requested:
I.
Final Plat of Subdivision for the Resubdivision of Lot 2
Lot 2 is currently one of ten lots within the “Elgin Wal-Mart/Sam’s Club Subdivision.” The
lot is approximately 227,456 square feet (5.2217 acres) in land area. At the time of
annexation, the lot was configured with the intention of being resubdivided into customized
smaller lots to suit new development as and when contemplated. The resubdivision proposes
the creation of five lots ranging in land area from 30,859 square feet (0.71 acre) to 59,896
square feet (1.37 acres).
The lots will be provided with access from the private drive that runs along their westerly
(rear) frontage. The private drive is designed to provide all lots within the subdivision with
access to Randall Road. Cross-access drives are proposed to increase the connectivity
between the lots. Each lot will be provided with the necessary utility connections.
Stormwater run-off will be managed by the regional detention facility that is located at the
southwest corner of the subdivision.
At this time, only the development of resultant Lots 1 and 2 is contemplated. Lots 3, 4 and 5
are proposed to remain vacant and will be developed when land uses including potential
personal services providers, mid-value dine-in restaurants and mid-value quick service
restaurants are requested.
February 10, 2016
Page 3
II.
Planned Development Approval
A. Lot 1 (1190 South Randall Road) – New Multi-Tenant Retail Building
The developer proposes to construct a new a 9,470 square foot multi-tenant retail
building on the 54,809 square foot (1.26 acre) lot. Recall that in 2013, the developer
also proposed and constructed a retail building adjacent to the Portillo’s Restaurant.
The building is proposed to contain a minimum of three tenant spaces with the
flexibility to reconfigure the interior to add additional tenants. The building will face
Randall Road and will be designed with storefronts on three sides. Service entrances
and the attached masonry trash enclosure will be located at the rear (west) side of the
building facing the interior of the subdivision. The site is proposed to be landscaped
with a combination of trees and shrubs along its periphery and an outdoor patio at the
southeast corner of the building. Vehicle and bicycle parking will be provided on the
lot. Pedestrian connection will be provided between the retail building and the
existing bicycle path along Randall Road.
The elevations of the building are designed in brick and cultured stone, with awnings
or trellises over storefront windows, brackets within the soffits and architectural roof
shingles to provide variety and interest in the elevation. Decorative building lighting
in the form of sconce light fixtures are proposed at each storefront bay. The end bays
of the building will be highlighted with hipped roofs. Each storefront bay is provided
with space for an optional wall mounted graphic as and when the need arises.
The lot is proposed to contain one free-standing monument graphic facing Randall
Road and will contain the names and logos of the tenants located within the building.
The graphic is designed with a masonry base that matches the material of the
building.
B. Lot 2 (1180 South Randall Road) – Fuller’s Automated Car Wash
The developer proposes to construct a new a 3,550 square foot automated carwash
on the 38,616 square foot (0.89 acre) lot.
The carwash will be configured as an automated tunnel carwash facility with its
entrance on the north side and exit on the south side of the building. The three pay
stations will be provided access by means of stacking lanes designed to
accommodate five cars each for a total of 15 cars. Overflow traffic to the lot will be
accommodated by the private drive within the subdivision. The lot will have a
detached trash enclosure located along the westerly service drive to the building.
The elevations of the building are designed primarily in brick and stone stamped
precast panels that will be painted. The longer elevations will be divided into bays
containing windows to break up the monotony of an otherwise blank wall.
Horizontal bands are proposed to create additional interest in the elevations. The
entrance to the offices and employee spaces within the building is surmounted by a
large architectural metal arched roof to help break up the height and façade of the
February 10, 2016
Page 4
building. Decorative building lighting in the form of sconce light fixtures are
proposed on the façade of the building.
12 vacuum stalls are proposed on the east side of the building which are accessible
after exiting the tunnel car wash. The vacuum stalls will be covered with an arched
metal roof designed to match the building’s architectural roof. A brick screen wall
located on the east side of the stalls is proposed to screen the activity and head lights
from shining onto Randall Road and the residential property to the east.
The site is proposed to be landscaped with a combination of trees and shrubs along
its periphery. Vehicle parking will be provided on the lot. Due to the vehicleintensive nature of the land use, no bicycle parking or pedestrian connection to
Randall Road is proposed on this lot.
The lot is proposed to contain one free-standing monument graphic facing Randall
Road and will contain an electronic LED message center panel with the name and
messages related to the carwash facility. The graphic is designed with a masonry
base that matches the material of the building. Additional free-standing directional
graphics are proposed at the entrance to and exit from the property. The building is
proposed to contain wall-mounted graphics on each elevation requiring departures
from the requirements of the graphics ordinance.
C.
Additional Permitted Uses
The land uses allowed on the property are governed by Ordinance G32-10. The
developer is requesting approval of an amendment to the planned development
ordinance as it relates to the development of the five resultant commercial lots
fronting Randall Road in the same manner as was approved for the retail building
fronting Bowes Road. Specifically, the amendment would add 11 additional
permitted uses to the list of uses that could occupy any of the five lots.
The planned development ordinance which regulates development within the entirety
of the Wal-Mart and Sam’s Club shopping center was approved in 2006 and later
amended in 2010 and 2014. The ordinance currently provides for a number of land
uses that are permitted and additional land uses that could be established following
the grant of a conditional use process by City Council.
To increase the likelihood of leasing the space within the proposed retail building,
the developer is requesting that the following additional uses be allowed to locate
within the building as of right. These uses would have to comply with all other
provisions of the planned development and the Elgin Zoning Ordinance, including
but not limited to the parking and graphics requirements. Amendments to the
Annexation Agreement and Planned Development Ordinance G32-10 will be
required to allow for these uses to be established on the property.
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Computer programming, data processing and other related services
Electrical and electronic repair shops
February 10, 2016
Page 5
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Home healthcare services
Legal Services
Management and public relations services
Offices and clinics of dentists
Offices and clinics of doctors of medicine
Offices and clinics of doctors of osteopathy
Offices and clinics of other health practitioners
Medical and dental laboratories accessory to a medical or dental office
Physical fitness facilities
Car wash (as a principal use)
PLANNED DEVELOPMENT DEPARTURES AND EXCEPTIONS
A planned development may be granted certain departures from the normal standards, regulations,
requirements, and procedures of the zoning ordinance. Elgin Walmart/Sam’s Club Subdivision was
approved in 2006, with a number of departures from the standard requirements of the zoning and
subdivision regulations as they related to number of principal buildings per zoning lot, building and
vehicle use area setbacks, and graphics.
As part of the subject planned development application for the development of Lots 1 and 2 of
Resubdivided Lot 2 of the overall subdivision, the applicant is requesting the following departures
from the Zoning Ordinance:
1. 19.12.300 (E) Principal Buildings per Zoning Lot. In the AB Area Business Districts, no
more than one principal building is allowed on a zoning lot. The applicant is proposing to
subdivide Lot 2 into five lots of record and to develop each resultant lot with at least five
buildings.
2. Section 19.35.435 (E)(2)(b) Vehicle Use Area Interior Setback. The AB Area Business
District requires vehicle use areas such as driveways or paved parking lots to be set back no
less than 6 feet from an interior lot line. The development proposes to locate the interior
vehicle use areas at lot lines that are common to adjacent lots of record within the same
zoning lot. The departure applies to the development of both Lots 1 and 2 along their
westerly lot lines and Lot 1 along its northerly lot line.
It should be noted that landscape yards containing adequate landscape material will be
provided immediately adjacent to the subject lots where this departure is granted to provide
the necessary visual relief between lots. Specifically, these areas are located on the larger lot
to the west on which the Walmart store is located, and on Lot 2 along the common lot line
between Lots 1 and 2.
3. Section 19.50.080.D: Wall and Integral Roof Graphics.
With respect to the retail building on Lot 1 – the maximum number of wall graphics and
integral roof graphics permitted by the zoning ordinance is 2 for each occupant located on
February 10, 2016
Page 6
the ground floor of a building. The applicant is requesting wall graphics for each tenant on
the front and rear elevation of the building with the addition of wall graphics for the two
corner tenants on the north and south (side) elevations of the building. The additional
number of graphics require a departure from the requirements of the graphics ordinance.
With respect to the carwash facility on Lot 2 - The maximum number of wall graphics and
the ground floor of a building. The applicant is requesting a total of four wall graphics on
the carwash facility on Lot 2. The four graphics are proposed to be located on each elevation
of the building.
4. 19.50.070.D.3: Monument Graphics – Surface Area: The maximum surface area of a
monument graphic on a street with a speed limit of 45 to 50 miles per hour is 80 square feet.
The applicant is requesting a maximum surface area of 92.5 square feet (15% departure) for
the monument graphic on Lot 1 and a surface area of 95.0 square feet (19% departure) for
the monument graphic on Lot 2, both of which require a departure from the requirements of
the graphics ordinance.
5. Section 19.50.090.C: Special Street Graphics – Directional Graphics: The maximum
surface area for a directional graphic permitted by the zoning ordinance is no greater than 4
square feet on multilane roads and on any highway with a posted travel speed of 35 miles
per hour or greater. The applicant is requesting a maximum surface area of 7.5 square feet
for the directional graphics at the entry and exit to the car wash facility on Lot 2. It should
be noted that the base of the directional graphic is excluded from the calculations of the
surface area of the graphic.
6. Section 19.50.090.D: Special Street Graphics – Drive-Through Facility Graphic: A
maximum of two drive-through facility graphics per business are permitted by the zoning
ordinance on a zoning lot. The applicant is requesting one drive-through facility graphic per
drive-through lane at the carwash facility on Lot 3, for a total of three graphics, thereby
requiring a departure from the requirements of the zoning ordinance. It should be noted that
the number and surface area of drive-through facility graphics do not limit the number or
surface area of other allowable signage on a zoning lot.
COMMENTS FROM OTHER CITY DEPARTMENTS
The following are additional comments and/or requirements provided by other city departments
regarding the applicability of life/safety and other codes and whether or not that applicability
materially affects the project plans. 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
February 10, 2016
Page 7
Comments that will be addressed during the Plan Review/Permitting process
Not Applicable
2.
Community Development – Building and Development Division
We do not have any comments at this time. We may generate comments during plan review
when a permit application and plans are submitted for permit.
Not Applicable
3.
Community Development – Code Enforcement Division
Code Enforcement has no concerns or comments for this project at this time.
Not Applicable
4.
Public Works - Engineering Division
No comments that specifically affect the zoning of the project. In general, the preliminary
design is acceptable.
Not Applicable
5.
Police Department
No issues.
Not Applicable
6.
Public Works – Parks and Open Space Maintenance
Not Applicable
Not Applicable
February 10, 2016
Page 8
7.
Water Department
No comments that specifically affect the zoning of the project
Not Applicable
ADDITIONAL PERMITS/APPROVALS REQUIRED
The developer must apply for and receive all necessary building and occupancy permits for each
individual lot as required by the City of Elgin.
RECOMMENDATION DETAIL
At its January 4, 2016 meeting the Planning & Zoning Commission concurred with staff and
recommend approval of Petition 26-15, subject to the following conditions:
1.
Substantial conformance to the development application and attached documentation
dated November 20, 2015, prepared by Philip J. Salerno II of Clingen Callow &
McLean, LLC, attorney for Richport Property, LLC – S. Randall Outlot and
including the following documents:
a.
Consent and Disclosure
b.
Statement of Purpose and Conformance
2.
Substantial conformance to the ALTA/ACSM Land Title Survey of Lot 2 of Elgin
Wal-Mart/Sam’s Club Subdivision prepared by TFW Surveying and Mapping, Inc.
dated December 15, 2014 and last revised on February 12, 2015.
3.
Substantial conformance to the Final Plat of Subdivision for the Resubdivision of
Lot 2 of the Elgin Wal-Mart/Sam’s Club Subdivision prepared by Atwell dated
November 20, 2015, and last revised on December 29, 2015; and associated
Preliminary Engineering Plans for the “Proposed Lot 2 Resubdivision,” Sheets C01–C-03 also prepared by Atwell and dated November 19, 2015 and last revised on
December 29, 2015.
4.
Substantial conformance to the development plans as they relate to the development
of resultant Lot 1 for the construction of the new multi-tenant retail building
including the following documents:
a.
Site Location Plan prepared by Atwell dated November 19, 2015 and last
revised on December 29, 2015
b.
Landscape Plan prepared by Atwell dated November 19, 2015 and last
February 10, 2016
Page 9
c.
d.
e.
f.
g.
Building Floor Plans and elevations Sheets A-1.0, A-3.0 and A3.1 prepared
by Jensen & Jensen, Architects, P.C. dated November 3, 2015
Monument graphics exhibit prepared by Olympic Signs page 10 of 10 dated
February 16, 2012 and last updated on December 23, 2015
Exterior Site and Building Lighting Plans and specifications prepared by
Jensen & Jensen, Architects, P.C. dated November 3, 2015
Preliminary Engineering Plans for the Proposed Retail Shops – Lot 1 of Elgin
Wal-Mart/Sam’s Club Resubdivision, Sheets C-01 through C-06, prepared by
Atwell, dated November 19, 2015 and last revised on December 29, 2015
The retail building shall be permitted the installation of wall mounted
graphics on the rear elevation of the building (facing the interior of the lot).
These graphics shall be designed in surface area and dimensions that match
the primary wall mounted signs located on the front elevation of the building,
and shall not exceed the maximum allowable surface area allowed by the by
Chapter 19.50 of the zoning ordinance.
5.
Substantial conformance to the development plans as they relate to the development
of resultant Lot 2 for the construction of the new Fuller’s Carwash facility including
the following documents:
a.
Perspective views of Fuller’s Carwash, prepared by GEA Architects, Ltd,
undated.
b.
Site Plan, prepared by GEA Architects, Ltd, last revised on December 23,
2015
c.
Landscape Plan, prepared by ARC Design Resources, Inc for GEA
Architects, Ltd, last revised on December 24, 2015
d.
Building Elevations and Floor Plans, Building and Site Lighting, and
Graphics, Sheets 2-8 prepared by GEA Architects, Ltd darted November 20,
2015.
e.
Monument Graphics and Wall Mounted Graphic Specifications prepared by
Grate Signs, Inc. dated July 7, 2015 and last revised December 29, 2015.
f.
Preliminary Engineering Submittal for Fuller’s Carwash on Lot 2 of Elgin
Wal-Mart/Sam’s Club Resubdivision, Sheets C01 through C05, prepared by
GEA Architects, Ltd and dated November 19, 2015
6.
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 seven (7) yes and zero (0) no.
February 10, 2016
Page 10
Respectfully Submitted,
Sarosh Saher, AICP, Senior Planner
Community Development Department
1110-1190 South Randall Road
FINDING OF FACT
PETITION 26-15
January 4, 2016
RECOMMENDATION & FINDINGS OF FACT
OF THE COMMUNITY DEVELOPMENT DEPARTMENT AND
THE PLANNING & ZONING COMMISSION
CITY OF ELGIN, ILLINOIS
OVERVIEW
Richport Property, LLC proposes to resubdivide Lot 2 within Elgin Wal-Mart/Sam’s Club
Subdivision; and request Planned Development Approval to develop a 9,470 square foot multitenant retail building on resultant Lot 1 (1190 South Randall Road) and a 3,550 square foot
carwash building on resultant Lot 2 (1180 South Randall Road). The annexation agreement
requires that development of outlots within the subdivision be approved through Planned
Development approval.
The developer is also requesting the inclusion of additional land uses on the resultant lots from
what are currently provided within the established planned development ordinance. The
inclusion of the additional land uses will require a 3rd amendment to the Annexation Agreement
and Planned Development Ordinance G32-10.
GENERAL INFORMATION
Petition Number:
26-15
Requested Action:
3rd Amendment to Annexation Agreement and
Amendment to Ordinance G32-10
Current Zoning:
PAB Planned Area Business District
ARC Arterial Road Corridor Overlay District
Existing Use:
Vacant and Undeveloped
Proposed Use:
New Retail Building on Lot 1
New Automated Car Wash Facility on Lot 2
Property Location:
Applicant and Owner:
Richport Property LLC – S. Randall Outlot, a Series of
Richport Property LLC
Findings of Fact
Petition 26-15
January 4, 2016
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 Ordinances
BACKGROUND
The Elgin Wal-Mart and Sam’s Club shopping center was annexed and zoned in 2006. That
approval included the establishment of a Wal-Mart store (opened October 2011), a Sam’s Club
store (opened September 2012), and other retail and commercial establishments on seven
additional outlots. That approval also required that any development upon the outlots be
approved through a public hearing before the Planning & Zoning Commission with final
approval by the City Council.
In 2011, Lot 9 (1040 South Randall Road) was developed with a Sam’s Club Motor Vehicle
Service Station and in 2012/2013, Lots 3 and 4 (1020-1030 South Randall Road) were developed
with a Portillo’s Restaurant; and Lot 10 (2415 Bowes Road) was developed with a multi-tenant
retail building. The subject property is Lot 2 of the recorded subdivision; is located south of the
Sam’s Gas Station and has frontage along Randall Road.
The following actions are requested:
I.
Lot 2 is currently one of ten lots within the “Elgin Wal-Mart/Sam’s Club Subdivision.”
The lot is approximately 227,456 square feet (5.2217 acres) in land area. At the time of
annexation, the lot was configured with the intention of being resubdivided into
customized smaller lots to suit new development as and when contemplated. The
resubdivision proposes the creation of five lots ranging in land area from 30,859 square
feet (0.71 acre) to 59,896 square feet (1.37 acres).
The lots will be provided with access from the private drive that runs along their westerly
frontage. The private drive is designed to provide all lots within the subdivision with
access to Randall Road. Cross-access drives are proposed to increase the connectivity
between the lots. Each lot will be provided with the necessary utility connections.
2
Findings of Fact
Petition 26-15
January 4, 2016
Stormwater run-off will be managed by the regional detention facility that is located at
the southwest corner of the subdivision.
At this time, only the development of resultant Lots 1 and 2 is contemplated. Lots 3, 4
and 5 are proposed to remain vacant and will be developed when land uses including
potential personal services providers, mid-value dine-in restaurants and mid-value quick
service restaurants are requested.
II.
A. Lot 1 (1190 South Randall Road) – New Multi-Tenant Retail Building
The developer proposes to construct a new a 9,470 square foot multi-tenant retail
building on the 54,809 square foot (1.26 acre) lot. Recall that in 2013, the
developer also proposed and was approved the construction of a retail building
adjacent to the Portillo’s Restaurant.
The building is proposed to contain a minimum of three tenant spaces with the
flexibility to reconfigure the interior to add additional tenants. The building will
face Randall Road and will be designed with storefronts on three sides. Service
entrances and the attached masonry trash enclosure will be located at the rear
(west) side of the building facing the interior of the subdivision. The site is
proposed to be landscaped with a combination of trees and shrubs along its
periphery and an outdoor patio at the southeast corner of the building. Vehicle and
bicycle parking will be provided on the lot. Pedestrian connection will be
provided between the retail building and the existing bicycle path along Randall
Road.
The elevations of the building are designed in brick and cultured stone, with
awnings or trellises over storefront windows, brackets within the soffits and
architectural roof shingles to provide variety and interest in the elevation.
Decorative building lighting in the form of sconce light fixtures are proposed at
each storefront bay. The end bays of the building will be highlighted with hipped
roofs. Each storefront bay is provided with space for an optional wall mounted
graphic as and when the need arises.
The lot is proposed to contain one free-standing monument graphic facing
Randall Road and will contain the names and logos of the tenants located within
the building. The graphic is designed with a masonry base that matches the
material of the building.
B. Lot 2 (1180 South Randall Road) – Fuller’s Automated Car Wash
The developer proposes to construct a new a 3,550 square foot automated carwash
on the 38,616 square foot (0.89 acre) lot.
3
Findings of Fact
Petition 26-15
January 4, 2016
The carwash will be configured as an automated tunnel carwash facility with its
entrance on the north side and exit on the south side of the building. The three pay
stations will be provided access by means of stacking lanes designed to
accommodate five cars each for a total of 15 cars. Overflow traffic to the lot will
be accommodated by the private drive within the subdivision. The lot will have a
detached trash enclosure located along the westerly service drive to the building.
The elevations of the building are designed primarily in brick and stone stamped
precast panels that will be painted. The longer elevations will be divided into bays
containing windows to break up the monotony of an otherwise blank wall.
Horizontal bands are proposed to create additional interest in the elevations. The
entrance to the offices and employee spaces within the building is surmounted by
a large architectural metal arched roof to help break up the height and façade of
the building. Decorative building lighting in the form of sconce light fixtures are
proposed on the façade of the building.
12 vacuum stalls are proposed on the east side of the building which are
accessible after exiting the tunnel car wash. The vacuum stalls will be covered
with an arched metal roof designed to match the building’s architectural roof. A
brick screen wall located on the east side of the stalls is proposed to screen the
activity and head lights from shining onto Randall Road and the residential
property to the east.
The site is proposed to be landscaped with a combination of trees and shrubs
along its periphery. Vehicle parking will be provided on the lot. Due to the
vehicle-intensive nature of the land use, no bicycle parking or pedestrian
connection to Randall Road is proposed on this lot.
The lot is proposed to contain one free-standing monument graphic facing
Randall Road and will contain an electronic LED message center panel with the
name and messages related to the carwash facility. The graphic is designed with a
masonry base that matches the material of the building. Additional free-standing
directional graphics are proposed at the entrance to and exit from the property.
The building is proposed to contain wall-mounted graphics on each elevation
requiring departures from the requirements of the graphics ordinance.
C.
Additional Permitted Uses
The land uses allowed on the property are governed by Ordinance G32-10. The
developer is requesting approval of an amendment to the planned development
ordinance as it relates to the development of the five resultant commercial lots.
Specifically, the amendment would add 11 additional permitted uses to the list of
uses that could occupy any of the five lots.
4
Findings of Fact
Petition 26-15
January 4, 2016
The planned development ordinance which regulates development within the
entirety of the Wal-Mart and Sam’s Club shopping center was approved in 2006
and later amended in 2010 and 2014. The ordinance currently provides for a
number of land uses that are permitted and additional land uses that could be
established following the grant of a conditional use process by City Council.
To increase the likelihood of leasing the space within the proposed retail building,
the developer is requesting that the following additional uses be allowed to locate
within the building as of right. These uses would have to comply with all other
provisions of the planned development and the Elgin Zoning Ordinance, including
but not limited to the parking and graphics requirements. Amendments to the
Annexation Agreement and Planned Development Ordinance G32-10 will be
required to allow for these uses to be established on the property.
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Legal Services
Medical and dental laboratories accessory to a medical or dental office
Car wash (as a principal use)
FINDINGS
After due notice as required by law, the Planning & Zoning Commission conducted a public
hearing in consideration of Petition 26-15 on January 4, 2016. Testimony was presented at the
public hearing in connection with the application. The Community Development Department
submitted a Planned Development Review to the Planning & Zoning Commission dated January
4, 2016.
The Community Development Department and Planning & Zoning Commission have offered the
following findings regarding the application against the standards for planned developments.
A.
Site Characteristics Standard. The suitability of the subject property for the intended
planned development with respect to its size, shape, significant natural features
(including topography, watercourse and vegetation), and existing improvements.
5
Findings of Fact
Petition 26-15
January 4, 2016
Findings. Lot 2 of the overall subdivision comprises of a land area of 227,456 square
feet (5.2217 acres). Following resubdivision of Lot 2, the land area of resultant Lot 1 will
be 54,809 square feet (1.26 acres) and that of resultant Lot 2 will be 38,616 square feet
(0.89 acres). The resultant lots are suitable for the intended planned development with
respect to the site characteristics standard. The property is relatively flat with no
significant natural features. The high elevation point on the east side of the property is
802 feet and the low elevation point on the west side of the property is 797 feet for a total
relief of 5 feet. The property is currently vacant.
B.
Sewer and Water Standard. The suitability of the subject property for the intended
planned development 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 planned development with
respect to the sewer and water standard.
The subject properties are served with municipal sanitary sewer and water systems.
Stormwater control facilities located on the southwest portion of the subdivision have
been designed to serve the larger subdivision in accordance with the City of Elgin and
Kane County Stormwater Management Ordinances.
C.
Traffic and Parking Standard. The suitability of the subject property for the intended
planned development with respect to the provision of safe and efficient on-site and offsite vehicular circulation designed to minimize traffic congestion.
respect to the traffic and parking standard.
The lots have frontage along, but no direct access to Randall Road. Randall Road is an
Arterial Street connecting the west side of Elgin with the surrounding communities to the
north and south. Each resultant lot will have indirect access to Bowes and Randall Roads
by means of the existing private access drive that is located at the west side of the lots
and extends through the larger commercial subdivision. The locations of the access
points to Bowes and Randall Roads, and the required improvements to those roads, have
been installed in accordance with an intergovernmental agreement between the City of
Elgin and Kane County.
Lot 1
On site vehicle circulation for Lot 1 will be accommodated via two-way drive aisles
around the perimeter of the retail building. Pedestrian and bicycle access for Lot 1 will be
accommodated by sidewalks around the perimeter of the building with a direct
connection to the existing bicycle path located along the east property line (along Randall
Road). The site will be provided with 67 vehicle parking spaces and 3 bicycle parking
spaces. The number of parking spaces exceeds the retail requirement for number of
6
Findings of Fact
Petition 26-15
January 4, 2016
spaces to accommodate future land uses such as restaurants that require a greater number
of spaces.
Lot 2
On site vehicle circulation for Lot 2 will be accommodated via a one-way drive aisle to
direct vehicle circulation through the tunnel carwash. The curb has been left open ahead
of the carwash building to allow traffic to bypass the tunnel if necessary. The site will be
provided with 41 vehicle parking spaces. Due to the vehicle-intense nature of the land
use, no bicycle parking is proposed. The configuration of the drive-through provides
sufficient on-site stacking space such that an overflow of queued vehicles will be
accommodated within the subdivision and not create a negative impact on surrounding
rights-of-way.
D.
Zoning History Standard. The suitability of the subject property for the intended
planned development with respect to the length of time the property has remained
undeveloped or unused in its current zoning district.
respect to the length of time the property has remained undeveloped or unused in its
current zoning district.
The subdivision in which the subject properties are located was annexed and zoned PAB
Planned Area Business District in 2006 under Ordinance No. G114-06.
In 2007, planned development approval was granted to allow for the construction of a JC
Penny’s retail store on Lot 1 of the subdivision through Ordinance G101-07. However,
due to the subsequent downturn in the economy, the store was never built and the lot
continues to remain vacant.
In 2010, the planned development ordinance was amended in its entirety to modify the
site plan, landscape plan, and building elevations of the Walmart and Sam’s Club
buildings to match branding, store layout, and material requirements of the respective
companies, and to amend the allowable land uses for the seven outlots within the
subdivision. These amendments were articulated in Ordinance No. G32-10.
In 2011, planned development approval was granted to allow for the construction of the
Sam’s Club Motor Vehicle Service Station through Ordinance G44-11.
In 2012, planned development approval was granted for the construction of Portillo’s
Restaurant and initial site design improvements for the Retail building adjacent to the
restaurant (2415 Bowes Road) through Ordinance G43-12. Final planned development
approval was granted for the construction of the retail building through Ordinance G6412.
7
Findings of Fact
Petition 26-15
January 4, 2016
In 2014, Ordinance G32-10 was amended to provide for additional permitted uses within
the retail building at 2415 Bowes Road through Ordinance G72-14.
E.
Surrounding Land Use and Zoning Standard. The suitability of the subject property
for the intended planned development with respect to consistency and compatibility with
surrounding land use and zoning.
respect to consistency and compatibility with surrounding land use and zoning.
The lots immediately to the north, south and west of the subject properties are within the
Walmart and Sam’s Club shopping center, also zoned PAB Planned Area Business
District. Lot 8, located at the southwest corner of the subdivision, is developed with
stormwater management facilities and allows for the protection of the unnamed stream
which is tributary to Otter Creek.
The area located to the south of the shopping center subdivision is located within
unincorporated Kane County. The area is in agricultural use and is designated for
commercial development when annexed to the City of Elgin.
The area located to the west of the shopping center is zoned PMFR Planned Multiple
Family Residence District and PCF Planned Community Facility District. The PMFR
District is developed with townhomes in The Reserve Subdivision. The PCF District
contains floodplain and wetland areas associated with the Otter Creek watershed and
stormwater management facilities serving The Reserve Subdivision.
The areas located to the east of the subject properties and the shopping center, across
Randall Road, are zoned PMFR Planned Multiple Family Residence District and PAB
Planned Area Business District. The PMFR District is improved with townhomes in the
Willowbay Subdivision. The PAB District is developed with a bank, a child day care
center, and a commercial/office subdivision known as Bowes Commons.
The area located to the north of the subject properties and the shopping center, across
Bowes Road, is zoned SFR2 Single Family Residence District and PAB Planned Area
Business District. The SFR2 District is improved with single-family homes which are
part of the Columbine Subdivision. The PAB District is improved with a restaurant with
additional unimproved vacant commercial property to the north.
F.
Trend of Development Standard. The suitability of the subject property for the
intended planned development with respect to consistency with an existing pattern of
development or an identifiable trend of development in the area.
8
Findings of Fact
Petition 26-15
January 4, 2016
respect to consistency with an existing pattern of development or an identifiable trend
within the area.
The subject properties are located in the Randall Road corridor, in an area developing
with commercial uses.
G.
Planned Development Districts Standard. The suitability of the subject property for
the intended planned development with respect to conformance to the provisions for the
purpose and intent, and the location and size of a zoning district.
The applicant is requesting approval of a planned development in an existing PAB
Planned Area Business District. The purpose and intent of the provision of planned
developments is to accommodate unique development situations.
For planned
development districts, the planned development should demonstrate the following
characteristics:
1.
2.
3.
An opportunity to realize a development of demonstrated need with respect to the
types of environment available to the public that would not be possible under the
strict application of the other chapters of this title [Zoning Ordinance];
A creative approach to the use of land and related improvements resulting in
better design and construction of aesthetic amenities; and
The preservation of significant natural features including topography,
watercourses, wetlands, and vegetation.
The proposed retail building and carwash facility are part of a larger planned commercial
subdivision. Planned development review and approval of the proposed project is
required pursuant to PAB Planned Area Business District Ordinance No. G32-10.
The proposals for the retail building and carwash conform to the architectural standards
of the PAB District and the Zoning Ordinance.
H.
Comprehensive Plan Standard. The suitability of the subject property for the intended
planned development with respect to conformance to the goals, objectives, and policies of
the official comprehensive plan.
respect to the Comprehensive Plan Standard.
The subject property is designated “Highway Commercial” in the City’s Comprehensive
Plan and Design Guidelines dated 2005. Areas designated Highway Commercial
typically serve surrounding neighborhood areas, but also larger trade areas connected by
the arterial street system. They may include all of the commercial uses found in the
mixed-use centers. In addition, they typically include highway-serving uses such as fast
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Findings of Fact
Petition 26-15
January 4, 2016
food restaurants, auto-oriented uses such as tire stores, service stations, auto parts stores,
and other stand-alone retail uses. These commercial areas are generally auto dominated
with few pedestrian amenities. The proposed land uses are in keeping with the objectives
and policies of this comprehensive plan designation.
I.
Natural Preservation Standard. The suitability of the subject property for the intended
planned development with respect to the preservation of all significant natural features
including topography, watercourses, wetlands, and vegetation.
respect to the Natural Preservation Standard.
The subject properties contain no natural features. However, the applicant proposes to
install landscaping material on each resultant lot currently being proposed for
development.
J.
Internal Land Use. The suitability of the subject property for the intended planned
development with respect to the land uses permitted within the development being
located, designed, and operated so as to exercise no undue detrimental influence on each
other or on surrounding property.
respect to the internal land use standard.
No evidence has been submitted or found that the proposed retail building and carwash
facility would be located, designed, or operated in a manner that will exercise undue
detrimental influence on itself or surrounding property. Instead, the applicant has
proposed a site configuration that will ensure ample on-site stacking space for the drivethrough carwash facility as well as the potential to restrict overflow traffic within the
subdivision in addition to proposing many site features to minimize conflicts between
pedestrians, bicycles, and vehicles.
PLANNED DEVELOPMENT DEPARTURES AND EXCEPTIONS
A planned development may be granted certain departures from the normal standards,
regulations, requirements, and procedures of the zoning ordinance. Elgin Walmart/Sam’s Club
Subdivision was approved in 2006, with a number of departures from the standard requirements
of the zoning and subdivision regulations as they related to number of principal buildings per
zoning lot, building and vehicle use area setbacks, and graphics.
As part of the subject planned development application for the development of Lots 1 and 2 of
Resubdivided Lot 2 of the overall subdivision, the applicant is requesting the following
departures from the Zoning Ordinance:
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Findings of Fact
Petition 26-15
January 4, 2016
1. 19.12.300 (E) Principal Buildings per Zoning Lot. In the AB Area Business Districts,
no more than one principal building is allowed on a zoning lot. The applicant is
proposing to subdivide Lot 2 into five lots of record and to develop each resultant lot with
at least five buildings.
2. Section 19.35.435 (E)(2)(b) Vehicle Use Area Interior Setback. The AB Area Business
District requires vehicle use areas such as driveways or paved parking lots to be set back
no less than 6 feet from an interior lot line. The development proposes to locate the
interior vehicle use areas at lot lines that are common to adjacent lots of record within the
same zoning lot. The departure applies to the development of both Lots 1 and 2 along
their westerly lot lines and Lot 1 along its northerly lot line.
It should be noted that landscape yards containing adequate landscape material will be
provided immediately adjacent to the subject lots where this departure is granted to
provide the necessary visual relief between lots. Specifically, these areas are located on
the larger lot to the west on which the Walmart store is located, and on Lot 2 along the
common lot line between Lots 1 and 2.
3. Section 19.50.080.D: Wall and Integral Roof Graphics.
With respect to the retail building on Lot 1 – the maximum number of wall graphics and
the ground floor of a building. The applicant is requesting wall graphics for each tenant
on the front and rear elevation of the building with the addition of wall graphics for the
two corner tenants on the north and south (side) elevations of the building. The additional
number of graphics require a departure from the requirements of the graphics ordinance.
With respect to the carwash facility on Lot 2 - The maximum number of wall graphics
and integral roof graphics permitted by the zoning ordinance is 2 for each occupant
located on the ground floor of a building. The applicant is requesting a total of four wall
graphics on the carwash facility on Lot 2. The four graphics are proposed to be located on
each elevation of the building.
4. 19.50.070.D.3: Monument Graphics – Surface Area: The maximum surface area of a
monument graphic on a street with a speed limit of 45 to 50 miles per hour is 80 square
feet. The applicant is requesting a maximum surface area of 92.5 square feet (15%
departure) for the monument graphic on Lot 1 and a surface area of 95.0 square feet (19%
departure) for the monument graphic on Lot 2, both of which require a departure from the
requirements of the graphics ordinance.
5. Section 19.50.090.C: Special Street Graphics – Directional Graphics: The maximum
surface area for a directional graphic permitted by the zoning ordinance is no greater than
4 square feet on multilane roads and on any highway with a posted travel speed of 35
miles per hour or greater. The applicant is requesting a maximum surface area of 7.5
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Findings of Fact
Petition 26-15
January 4, 2016
square feet for the directional graphics at the entry and exit to the car wash facility on Lot
2. It should be noted that the base of the directional graphic is excluded from the
calculations of the surface area of the graphic.
6. Section 19.50.090.D: Special Street Graphics – Drive-Through Facility Graphic: A
maximum of two drive-through facility graphics per business are permitted by the zoning
ordinance on a zoning lot. The applicant is requesting one drive-through facility graphic
per drive-through lane at the carwash facility on Lot 3, for a total of three graphics,
thereby requiring a departure from the requirements of the zoning ordinance. It should be
noted that the number and surface area of drive-through facility graphics do not limit the
number or surface area of other allowable signage on a zoning lot.
RECOMMENDATION DETAIL
With respect to Petition 26-15, the Community Development Department and the Planning &
Zoning Commission recommend approval, subject to the following conditions:
1.
Substantial conformance to the development application and attached
documentation dated November 20, 2015, prepared by Philip J. Salerno II of
Clingen Callow & McLean, LLC, attorney for Richport Property, LLC – S.
Randall Outlot and including the following documents:
a.
Consent and Disclosure
b.
Statement of Purpose and Conformance
2.
Substantial conformance to the ALTA/ACSM Land Title Survey of Lot 2 of Elgin
Wal-Mart/Sam’s Club Subdivision prepared by TFW Surveying and Mapping,
Inc. dated December 15, 2014 and last revised on February 12, 2015.
3.
Substantial conformance to the Final Plat of Subdivision for the Resubdivision of
Lot 2 of the Elgin Wal-Mart/Sam’s Club Subdivision prepared by Atwell dated
November 20, 2015, and last revised on December 29, 2015; and associated
Preliminary Engineering Plans for the “Proposed Lot 2 Resubdivision,” Sheets C01–C-03 also prepared by Atwell and dated November 19, 2015 and last revised
on December 29, 2015.
4.
Substantial conformance to the development plans as they relate to the
development of resultant Lot 1 for the construction of the new multi-tenant retail
building including the following documents:
a.
Site Location Plan prepared by Atwell dated November 19, 2015 and last
b.
Landscape Plan prepared by Atwell dated November 19, 2015 and last
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Findings of Fact
Petition 26-15
January 4, 2016
c.
d.
e.
f.
g.
Building Floor Plans and elevations Sheets A-1.0, A-3.0 and A3.1
prepared by Jensen & Jensen, Architects, P.C. dated November 3, 2015
Monument graphics exhibit prepared by Olympic Signs page 10 of 10
dated February 16, 2012 and last updated on December 23, 2015
Exterior Site and Building Lighting Plans and specifications prepared by
Jensen & Jensen, Architects, P.C. dated November 3, 2015
Preliminary Engineering Plans for the Proposed Retail Shops – Lot 1 of
Elgin Wal-Mart/Sam’s Club Resubdivision, Sheets C-01 through C-06,
prepared by Atwell, dated November 19, 2015 and last revised on
December 29, 2015
The retail building shall be permitted the installation of wall mounted
graphics on the rear elevation of the building (facing the interior of the
lot). These graphics shall be designed in surface area and dimensions that
match the primary wall mounted signs located on the front elevation of the
building, and shall not exceed the maximum allowable surface area
allowed by the by Chapter 19.50 of the zoning ordinance.
5.
Substantial conformance to the development plans as they relate to the
development of resultant Lot 2 for the construction of the new Fuller’s Carwash
facility including the following documents:
a.
Perspective views of Fuller’s Carwash, prepared by GEA Architects, Ltd,
undated.
b.
Site Plan, prepared by GEA Architects, Ltd, last revised on December 23,
2015
c.
Landscape Plan, prepared by ARC Design Resources, Inc for GEA
Architects, Ltd, last revised on December 24, 2015
d.
Building Elevations and Floor Plans, Building and Site Lighting, and
Graphics, Sheets 2-8 prepared by GEA Architects, Ltd darted November
20, 2015.
e.
Monument Graphics and Wall Mounted Graphic Specifications prepared
by Grate Signs, Inc. dated July 7, 2015 and last revised December 29,
2015.
f.
Preliminary Engineering Submittal for Fuller’s Carwash on Lot 2 of Elgin
Wal-Mart/Sam’s Club Resubdivision, Sheets C01 through C05, prepared
by GEA Architects, Ltd and dated November 19, 2015
6.
Compliance with all applicable codes and ordinances.
On the recommendation to approve the petition, the vote of the Planning & Zoning Commission
was seven (7) yes and zero (0) no.
Therefore, the motion to recommend approval of Petition 26-15 was adopted.
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Findings of Fact
Petition 26-15
January 4, 2016
s/ Robert Siljestrom
Robert Siljestrom, Chairman
Planning & Zoning Commission
s/ Sarosh Saher
Sarosh Saher, AICP, Secretary
Planning & Zoning Commission
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Petition 26-15
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EXHIBIT A
Map prepared by City of Elgin
Department of Community Development
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Aerial/Location Map
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120 240
480
720
960
Feet
CF
Ct
PMFR
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Bowes Rd
Petition
26-15
PCF
RC3 Residence Conservation 3
Delta Ct
PMFR
RC1
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PRC Planned Residence Conservation
Way 2
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PSFR2 Planned Single Family Residence 2
PMFR
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CF
PTRF Planned Two Family Residence
Emily Ln
MFR Multiple Family Residence
PMFR Planned Multiple Family Residence
RB Residence Business
PRB Planned Residential Business
CF
NB Neighborhood Business
PNB Planned Neighborhood Business
AB Area Business
RC1
PAB Planned Area Business
CC1 Center City 1
CC2 Center City 2
RC1
PCC Planned Center City
ORI Office Research Industrial
PORI Planned Office Research Industrial
GI General Industrial
PGI Planned General Industrial
CI Commercial Industrial
CF Community Facility
Hopps Rd
PCF Planned Community Facility
CF
FRP Fox River Preservation
EXHIBIT B
Map prepared by City of Elgin
PMFR
Zoning Map
.
0
145 290
580
870
1,160
Feet
Subject Property
1110-1190 S. Randall Rd.
Petition 26-15
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Randall Rd
Delta Ct
Delta
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Cove Ct
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Umbdenstoc
Camden Bay
EXHBIIT C
City of Elgin
¯
Parcel Map
0
40
80
160
240
320
Feet
SITE LOCATION EXHIBIT
1110‐1190 South Randall Road Petition 26‐15
Subject Property
Site Location
Perspective View
SITE LOCATION EXHIBIT
1110‐1190 South Randall Road Petition 26‐15
View of property looking north
View from property looking west towards Walmart Store
View of property looking south
View of property looking east along Randall Road
Site Pictures ‐ 1
DEVELOPMENT APPLICATION AND ATTACHMENTS
PETITION 26-15
CONSENT AND DISCLOSURE
The undersigned, being duly authorized, hereby states as follows:
1. The Property is legally described as follows:
LOT TWO (2) IN ELGIN WAL-MART/SAM'S CLUB SUBDIVISION OF PART OF THE
SOUTHWEST 1/4 OF SECTION 28, TOWNSHIP 41 NORTH, RANGE 8 EAST OF THE
THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF, RECORDED
DECEMBER 6, 2011 AS DOCUMENT 2011K73547 IN KANE COUNTY, ILLINOIS
2. The Owner of Record of the Property is Richport Property, LLC - S. Randall Outlot, a scries
of Richport Property, LLC, an Illinois limited liability company.
3. The Manager of Richport Property, LLC - S. Randall Outlot is R&S Growth Management,
LLC, a Delaware limited liability company, and the name of its manager, his address and
telephone number is as follows:
Richard J. Portillo - Manager
18W140 Butterfield Road, Suite 940
Oak Brook Terrace, Illinois 60181
Phone: (630) 884-8718
4. I am one of the attorneys for Richport Property, LLC - S. Randall Outlot.
5. Richport Property, LLC - S. Randall Outlot, as Owner of Record, has authority to proceed
before the City of Elgin as to the re-subdivision of the Property as well as the proposed Map
Amendment for Planned Development and additional uses of the Property, within the
existing zoned PAB Planned Area Business District.
Pl*fflip/J. Salejtfo II
Date:
November 20, 2015
{00274311.DOCX /v. 1
STATEMENT OF PURPOSE AND CONFORMANCE
DEPARTMENT OF CODE ADMINISTRATION
CITY OF ELGIN
Planned Development as a Map Amendment
For its Statement of Purpose and Conformance, the Applicant, Richport Property, LLC – S.
Randall Outlot, states as follows:
A. Nature and Reason
1. The Applicant seeks approval to resubdivide the subject Property into five (5) contiguous
lots, obtain certain zoning relief to provide for additional uses of the Property, and gain
approval of the proposed planned development as a map amendment.
a. Non-Residential Property:
i. The Applicant intends to develop a multi-tenant retail building on Lot 1 of the
proposed resubdivision and a Fuller’s Car Wash, a full service carwash, on Lot 2.
The remaining three lots are intended to be developed with tenants that will provide
useful products and services to the surrounding community, including without
limitation, potential personal services providers, mid-value dine-in restaurants and
mid-value quick service restaurants. The Applicant will continue to own all 5 lots
and enter ground leases with each tenant.
ii. Lot 1
As noted above, Lot 1 will be developed as a multi-tenant building. At this time the
specific users of the building cannot be identified, however as the lease agreements
are executed, marketing and operation information will be shared with the City of
Elgin.
Lot 2
Fuller’s Carwash will be developed on Lot 2. Fuller’s Carwash is a full service
family owned operation that specializes in automobile washing and detailing. Fuller's
Full-Service Carwashes have served the Chicagoland area for over 70 years and was
founded in 1946. This location will include a fully automated washing operation and
will have detailing services as well. Fuller’s Carwash currently operates 11 locations
within the Chicagoland area.
iii. Lot 1
As leases are entered into the applicant will be better able to project hours of
operation.
Lot 2
Fuller’s Carwash typical hours of operation are Monday through Sunday from 7 a.m.
to 10 p.m.
{00276323.DOCX /v. 1 }
1
iv. Lot 1
The applicant will be better able to project number of employees during regular and
peak hours as leases are entered into.
Lot 2
The number of employees for this location is anticipated to be 15 during the peak
shift.
v. Lot 1
As leases are entered into the applicant will be better able to provide expected
customer counts.
Lot 2
The expected total number of customers or visits during peak hours for this location is
100 per hour.
vi. Lot 1
As leases are entered into the applicant will be better able to project the frequency
and hours of commercial delivery.
Lot 2
The expected frequency of deliveries is minimal and all deliveries will occur in early
morning hours prior to opening.
b. Residential Development: NOT APPLICABLE
2. The Applicant proposes to improve the property as follows:
Overall Resubdivison
The overall subdivision will be improved to include utility stubs to the property
line of each of the proposed outlots to facilitate the development of Lot 1 and Lot
2 as well as for the future development of Lots 3 through 5. The proposed utility
stubs will include sanitary sewer service, storm sewer service, water service,
telephone, electric and gas.
Lot 1
Lot 1 will be improved to include a 9,470 square foot free standing multi-tenant
retail building. The building will have an attached masonry trash enclosure
located along the northerly service drive for the building. The materials for the
building are primarily composed of brick and cultured stone, with awnings,
trellises, glazing and architectural roof shingles at features. Decorative building
sconce light fixtures are also included.
The development of the site will include 67 parking spaces and 3 bicycle parking
spaces along with perimeter and interior landscaping per City standards.
Landscaping will also be provided along the building frontage sidewalk in at-
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2
grade planters. Pedestrian access will be accommodated via sidewalks around
the perimeter of the building as well as an accessible route to the existing bike
path along the Randall Road frontage. An outdoor patio space is also proposed for
the southeast corner of the building.
The site will include site lighting that matches the Richport Plaza Retail Site
located at the north end of the shopping center.
Lot 1 will include a freestanding multi-tenant monument style sign which will be
located in the frontage area of the parcel.
Lot 2
Lot 2 will be improved to include a 3,550 square foot free standing Carwash
building. The building will have a detached trash enclosure located along the
westerly service drive for the building. The materials for the building are
primarily composed of brick and stone stamped precast panels which will be
painted and a large architectural metal arched roof to help break up the height and
façade of the building. There will be vacuum stalls on the East side of the building
which will be covered with an arched metal roof, this will match the building
architectural roof and a brick screen wall will be provided on the East side of the
stalls to block head lights from shining across Randall road. Decorative building
sconce light fixtures are also included.
The development of the site will include 41 parking spaces along with perimeter
and interior landscaping per City standards. Landscaping will also be provided
along the building frontage sidewalk in at-grade planters. Pedestrian access will
be accommodated via sidewalks around the perimeter of the building.
The site will include site lighting that matches the Richport Plaza Retail Site
located at the north end of the shopping center.
Lot 2 will include freestanding monument style sign which will be located in the
frontage area of the parcel.
3. In order to develop the property as noted above, a map amendment is being requested along
with some departures from the City Zoning Code. These departures are as follows:
Departures from PAB Planned Area Business District created under Ordinance No.
G32-10:
1. Section 2-F.5.b.ii. Minimum required vehicle use area setback from an interior lot
line is six feet. The plan proposes 0’ at north and west interior lot lines.
Relief from Chapter 19, Section 19.12.300.E of the City of Elgin Municipal Code:
The Applicant is respectfully requesting relief from the provision of Section 19.12.300.E.
(E. Principal Buildings Per Zoning Lot) and requests that more than one (1) and not less
{00276323.DOCX /v. 1 }
3
than five (5) principal buildings be permitted on the Property prior to recording of the
final plat of resubdivision. This will serve the Applicant and its prospective tenants, in
that if they desire to move quickly towards obtaining a building permit prior to the plat of
resubdivision being recorded they will be able to obtain a building permit to do so.
Additional Permitted Uses upon the Property Not Permitted in PAB Planned Area
Business District created under Ordinance No. G32-10: The Property is located in
PAB Planned Area Business District created under Ordinance No. G32-10. The proposed
Map Amendment is requested, in part, to permit the following additional uses
(“Additional Uses”) within the existing zoned PAB Planned Area Business District
created under Ordinance No. G32-10, as amended:
Legal Services
Medical and dental laboratories as accessory to a medical or dental office
Car wash (as stand-alone primary use and not as an accessory use)
The reasons for the Additional Uses as a proposed Map Amendment are as follows:
1. The proposed Additional Uses would be consistent and compatible with the
character and development of the district in which they would be located.
2. The subject property has a deed restriction that the property shall only be used by
tenants for the purposes of the kind typically found in shopping centers and the
proposed Additional Uses meet those criteria.
3. No evidence has been submitted or found that the proposed Additional Uses
would exercise undue detrimental influence on the subject property or any of the
surrounding property. The lots immediately to the south and west of the subject
property are within the Walmart and Sam’s Club shopping center and are also
zoned PAB Planned Area Business District.
4. The proposed Additional Uses would neither create a significant increase in the
traffic volume nor require a reconfiguration of any rights of way to an area which
currently accommodates the vehicular traffic generated by the Walmart, Sam’s
Club and Portillo’s Hot Dogs.
5. There is no area zoned AB Area Business District located conveniently nearby to
the subject property which permits these Additional Uses.
6. The proposed Additional Uses would have a positive economic effect by
increasing the exposure and marketing value of the subject property and the
surrounding properties to consumers and providers of the Additional Uses, by
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4
creating employment opportunities, and by enhancing complementary Permitted
Uses of the subject property.
7. The proposed Additional Uses would be in accordance with the standards of the
zoned PAB Planned Area Business District and would not alter the essential
character of the subject property or any of the surrounding properties.
B. Site Characteristics
1. The subject Property is 5.22 acres, 227,456 square feet.
2. The property is generally rectangular in shape.
3. The subject Property contains approximately 4’-5’ of elevation change from east to west.
The lowest elevation on the Property is 797’ and the highest elevation is 802’
4. The subject Property is served by the overall shopping center detention pond which is
located southwest of the subject Property.
5. Based upon our review of the Federal Emergency Management Agency flood insurance
maps for Kane County, Illinois, and incorporated areas, map no. 17089c0164h with a
revision date of august 3, 2009, indicates that the subject property lies within zone "x"
(areas determined to be outside the 0.2% annual chance floodplain),
6. There are no wetlands within the limits of the subject Property.
7. The subject Property is presently maintained as turf grass and otherwise has no existing
vegetation.
8. Lot 1 of the resubdivision will be 15.9% pervious and 84.1% impervious. Lot 2 of the
resubdivision will be 78% impervious and 22% impervious.
C. Sewer and Water
1. Both Lot 1 and Lot 2 of the resubdivision will be served with water and sewer from the
existing 8” watermain and 8” sewer located along the west lot line of each lot.
2. The multi-tenant retail building on Lot 1 will require a 6” water service and a 6” sewer
service. The Fuller’s Carwash on Lot 2 will require a 4” water service and a 6” sewer
service.
3. Sanitary sewer and water stubs will be extended from the existing mains located within
the Walmart private drive, along the west side of the subject property, to Lots 3, 4 and 5
as part of this project.
4. There are no private utility facilities on the subject Property.
D. Traffic and Parking
1. Both Lots 1 and Lot 2 will be served by 2 full access entrances that connect to the
existing Walmart private drive. There are no public streets to align the proposed
driveways with on the opposite side of the private drive.
2. As noted above, all vehicular access will come from the existing private drive along the
west side of the resubdivision. There will be no vehicular access directly to the lots from
Randall Road.
3. There are no existing vehicular access points to the subject site in the existing condition.
The proposed development for Lot 1 and Lot 2 will include two driveways as noted
above.
4. The overall shopping center was designed to accommodate the future development of the
{00276323.DOCX /v. 1 }
5
subject site with respect to vehicular circulation. As noted above, the existing
north/south private drive located within the Walmart shopping center will serve as the
main point of access to all outlots within this resubdivision.
5. The types of vehicles accessing the sites will be primarily of a passenger vehicle nature.
Some delivery vehicles will access the sites periodically and are anticipated to be single
axle type delivery trucks.
6. On site vehicle circulation for Lot 1 will be accommodated via two way drive aisles
around the perimeter of the building. On site vehicle circulation for Lot 2 will be
accommodated via a one way drive aisle to direct vehicle circulation thru the carwash. A
curb opening has been left open before the building to allow traffic to bypass the tunnel if
necessary.
7. Pedestrian and bicycle access for Lot 1 will be accommodated by sidewalks around the
perimeter of the building with a direct connection to the existing bicycle path located
along the east property line. Pedestrian and bicycle access for Lot 2 has not been
provided due to the use of the facility being directly for vehicles.
E. Surrounding Land Use and Zoning
1. The surrounding land uses are consumer retail (west), gas station use (north), restaurant
use (north) and residential use (east). The land to the south is vacant.
F. Trend of Development
1. The proposed use is compatible with the surrounding land uses.
G. Zoning Districts
1. The subject Property has remained vacant since the original subdivision of the Elgin WalMart/Sam’s Club Subdivision in 2011.
H. Comprehensive Plan
1. The proposed development is located within an existing vehicular oriented commercial area
of Elgin consisting of a large scale planned development. The commercial area design
guidelines outlined in the City Comprehensive Plan call for specific design treatments to
meet the community’s preferences for the design of the City’s commercial land use areas.
This includes implementation of distinctive architecture appropriate for its physical context,
protection of pedestrian scale and character and landscaping at sidewalks and parking areas.
Architecturally speaking, the proposed project adheres to the principals of the
Comprehensive Plan through the use of high quality building materials such as brick and
cultured stone veneer, and also integrates arched metal canopies, stamped brick and painted
stone precast panels. In addition the project contain detailing through the use of, awnings,
trellises, glazing, architectural roof shingles and decorative light fixtures which all serve to
provide appropriate pedestrian scale.
From a site perspective, the overall plan has been laid out with generous landscape areas.
This allows for adequate landscape to soften the building, while also allowing room for
outdoor patio space to accommodate seating and bicycle parking. The parking lot islands are
proposed to be landscaped per the requirements of the City code.
{00276323.DOCX /v. 1 }
6
Overall, the proposed project has been carefully thought out and planned such that it
conforms to the goals, objectives and policies of the City’s Comprehensive Plan.
Respectfully submitted,
Richport Property, LLC – S. Randall Outlot
By: Phillip J. Salerno II, Attorney-Agent
{00276323.DOCX /v. 1 }
7
MULTI TENANT RETAIL BUILDING
PETITION 26-15
Know what's
below.
Call before you dig.
Know what's
below.
25”
9’-3”
3”
22”
RICHPORT COMMONS
D/F INT. H.O. FLO. ILLUMINATED DISPLAY 3/8” = 1’-0”
TENANT
PANEL
TENANT
PANEL
ALUMINUM CABINET, RETAINERS & H-BARS, BM HC34
WILMINGTON TAN PAINTED FINSH.
7'-1”
10'-0”
TENANT
PANEL
TENANT
PANEL
WHITE LEXAN I.D. & TENANT PANEL FACES W/ VINYL
APPLIED GRAPHICS.
ALUMINUM COLUMN COVER W/ VENEER BRICK & MORTAR
OVERLAY TO MATCH BLDG.
ALUMINUM DRIP CAP, PMS #400 LT GREY PAINTED FINISH.
32"
DISCONNECT
SWITCH
ALUMINUM CAP, PMS #400 LT GREY PAINTED FINISH.
SIDE VIEW
RICHPORT COMMONS
R WHITEHEAD
S RANDALL RD.
ELGIN, IL
JOHN W
job#: 15-6251
11-23-15
12-23-15
page 10 of 10
Comments:
Know what's
below.
Know what's
below.
Know what's
below.
Know what's
below.
Know what's
below.
Know what's
below.
Know what's
below.
Know what's
below.
Know what's
below.
“
”
Know what's
below.
‟
Know what's
below.
GREENBRIAR® - FLAT LENS
(Various reflectors are protected by U.S. Patent No. 6,464,378.)
HOUSING - The aluminum housing is
available in two sizes. Both housings are
the same dimensions square, however,
the GFR is deeper. Both are finished
to produce a clean, sharp appearance,
and designed to ensure weather-tight
construction. Top-access covers provide
ease of installation and servicing.
COMMUNITY
FRIENDLY
LENS/GASKET - The flat clear tempered
glass lens is sealed to the housing with
an EPDM gasket, preventing entry of
moisture, dust and insects.
Flat-lensed fixtures
meet IESNA
full cutoff
classification
TOP COVER FASTENERS - The four
captive stainless steel fasteners secure
the top-access cover to the housing.
Shown with optional decal striping
DIMENSIONS
SOCKETS - Porcelain mogul-base sockets.
All sockets are pulse-rated.
A
Bracket –
B
12"
(305mm)
2-bolt Pattern
Arm Mount
A
LIGHT SOURCES - Pulse-Start Metal
Halide, Natural White Pulse-Start Metal
Halide, Metal Halide Reduced Envelope,
or High Pressure Sodium. Clear lamp is
supplied as standard.
BALLASTS - Pulse-Start Metal Halide (200,
250, 320, 400, 750 and 1000 watt), 775
watt Natural White Pulse-Start Metal
Halide, Metal Halide, and High Pressure
Sodium fixtures feature a high-power
factor type CWA ballast. The 575 watt
Natural White Pulse-Start Metal Halide
fixtures feature HX-HPF type ballasts.
All ballasts are designed for -20° F
operation.
B
GFM Arm Mount 21-5/8"(549mm) 12-3/4"(324mm)
GFR Arm Mount 21-5/8"(549mm) 16-1/8"(410mm)
LUMINAIRE EPA CHART - Greenbriar Flat Lens
GFM
GFR
12" Bracket
12" Bracket
Single
3.2
3.8
D180°
6.3
D90°
5.7
7.6
T90°
8.8
11.4
TN120°
9.0
11.4
Q90°
11.3
15.2
7.6
Note: House Side Shield adds to fixture EPA. Consult factory.
GFM: Type II (2), Type III (3), Perimeter
Forward Throw (FP), and Type V (5).
All reflectors are field-rotatable, enabling
generous flexibility in distribution
patterns without moving the fixture.
Photometric data is tested in accordance
with IESNA guidelines.
BRACKETS - Arm Mount: Use with
5” traditional drilling pattern. 2-1/2”
x 5-3/8” x 12” extruded aluminum
bracket is shipped standard. An 8”
bracket is available for single or D180°
configurations, but must be ordered from
the Options column of the ordering chart.
A Round Pole Plate (RPP2) is required
for mounting to 3”–5” round poles. (See
Accessory Ordering Information chart.)
FINISHES - Each fixture is finished with
LSI’s DuraGrip® polyester powder coat
finishing process. The DuraGrip finish
withstands extreme weather changes
without cracking or peeling, and is
guaranteed for five full years. Standard
colors include bronze, black, platinum
plus, white, satin verde green, metallic
silver, and graphite.
DECAL STRIPING - LSI offers optional
color-coordinated decals in 9 standard
colors to accent the fixture. Decal is
guaranteed for five years against peeling,
cracking, or fading.
PHOTOMETRICS - Please visit our web site
at www.lsi-industries.com for detailed
REFLECTORS/DISTRIBUTION PATTERNS
photometric data.
- The series is available in a variety
of reflector systems and distribution
patterns, all with vertical oriented
This product, or selected versions of this product,
lamps: GFR: Type II (2), Type III (3),
meet the standards listed below. Please consult
Perimeter Forward Throw (FP), Type V
factory for your specific requirements.
(5), Automotive Forward Throw (FA),
ARRA
as well as, ART (Advanced Reflector
Funding Compliant
wet location
Technology) optical systems: Automotive
Forward Throw (AFT), Automotive
Interior (AI), and a high performance
Type V (540) for 38’ - 42’ mounting
heights.
OUTDOOR
SHIPPING WEIGHTS - Greenbriar Flat Lens
Catalog Number Est. Weight (kg/lbs.) Length (mm/in.)
Width (mm/in.)
Height (mm/in.)
19/41
26/57
635/25
711/28
495/19.5
648/25.5
GFM
GFR
Project Name
172
Catalog #
635/25
724/28.5
Fixture Type
10/22/15
© 2015
LSI INDUSTRIES INC.
GREENBRIAR® - FLAT LENS
LUMINAIRE ORDERING INFORMATION
TYPICAL ORDER EXAMPLE:
Luminaire
Prefix
GFR
Distribution
5 1000 PSMV F MT
Lamp
Wattage
Medium
Vertical Burn
GFM - Arm Mount
2 – Type II
3 – Type III
FP – Perimeter
Forward Throw
5 – Type V
200
250
320
400
Reduced
Vertical Burn
GFR - Arm Mount
2 – Type II
3 – Type III
FP – Perimeter
Forward Throw
FA - Automotive
Forward Throw
5 – Type V
Advanced Reflector
Technology Optical
Systems:
400
575
750
775
1000
AFT – Automotive
Forward Throw
AI – Automotive
Interior
540 – Type V
(38’-42’ Mtg. Ht.)
575
750
775
1000
Light Source
PLP
Lens
8BK 20
Line
Voltage
480
MT – Multi Tap
TT – Tri-Tap
PSMV – Pulse-Start Metal Halide
F – Flat Clear
200, 250, 320 Watt
Tempered Glass
PSMVR – Pulse-Start Metal Halide
Reduced Envelope 400 Watt
HPS – High Pressure Sodium
250, 400 Watt
400, 750, 1000 1 Watt
MT – Multi Tap consists of 120V, 208V,
NWPSMV – Pulse-Start Metal Halide
240V and 277V and is prepared for
highest voltage. Alternate voltages will
Natural White 575, 775 Watt
require field adjustment.
MHR - Metal Halide
Reduced Envelope 1000 Watt TT – Tri-Tap consists of 120V, 277V and
347V and is shipped standard for
Canadian applications and is prepared
for
highest voltage. Alternate voltages
1
750, 1000 Watt
will require field adjustment.
NWPSMV – Pulse-Start Metal Halide
Natural White 575, 775 Watt
MHR - Metal Halide
Consult Factory
Reduced Envelope 1000 Watt
for International
Voltages and Light
Sources
Luminaire
Finish
BRZ – Bronze
BLK – Black
PLP – Platinum Plus
WHT – White
SVG - Satin Verde Green
GPT - Graphite
MSV - Metallic Silver
Options
8BK – 8" Bracket 2
PCI120 – Button-Type
Photoelectric Control 3
LL – Less Lamp
Color Decals
45 – Light Gold
20 – Charcoal Metallic
55 – Black
94 – Blue Metallic
59 – Dark Green
51 – Dark Red
21 – Tomato Red
50 – White
700 – Aztec Silver Metallic
FOOTNOTES:
1- Tri-Tap not available in 1000 Watt PSMV. Voltage must be specified - 120V, 277V or 347V.
2- An 8" bracket can only be ordered with single and D180° configurations.
3- On GFR/GFPR photoelectric control can only be used with 400 Watt PSMV.
ACCESSORY ORDERING INFORMATION
Description
FK120 - Single Fusing
DFK208, 240 - Double Fusing
DFK480 - Double Fusing
RPP2 – Round Pole Plate
BKS-BO-WM-*-CLR Wall Mount Plate
(Accessories are field installed)
Order Number
Description
GFR/GFM 2 HSS – House Side Shield
FK120+
GFR/GFM 3 HSS – House Side Shield
FK277+
GFR/GFM FP HSS – House Side Shield
DFK208, 240+
GFR/GFPR FA/AFT HSS – House Side Shield
DFK480+
FK347+
+Fusing must be located in the hand-hole of the pole on GFR Series - not in the fixture.
162914BLK++
123111CLR
Order Number
4342901++
4342902++
4342902++
4342902++
++ Black only.
HOUSE SIDE SHIELD
4-5/16”
(110mm)
TYPE II
(4342901)
2-5/16”
(59mm)
5-3/8”
(137mm)
8-7/8”
(225mm)
TYPE III AND FORWARD THROW (FA/FP/AFT)
(4342902)
OUTDOOR
Project Name
Catalog #
Fixture Type
10/22/15
© 2015
LSI INDUSTRIES INC.
173
GREENBRIAR® WALL SCONCE (Various reflectors are protected by U.S. Patent No. 6,464,378)
HOUSING - The aluminum housing is
available in two sizes and is a rectangular
shape. All mounting hardware is stainless
steel or electro-zinc plated steel.
Shown with optional decal striping
COMMUNITY
FRIENDLY
Flat-lensed fixtures
meet IESNA
full cutoff
classification
DIMENSIONS
DOOR FRAME - The aluminum door frame
with two stainless steel captive fasteners
allows easy access into the fixture. A one
piece extruded silicone gasket seals the
door frame against the housing. The door
swings open and is held in place by a
retainer.
A
D
30
o
C
(95mm)
3-3/4”
(70mm)(25mm) 1"
2-3/4"
Junction Box
Centerline
B
Small
Medium
A
(448mm)
17-5/8"
(508mm)
20"
B
(244mm)
9-5/8"
(341mm)
13-7/16"
C
(257mm)
10-1/8"
(283mm)
11-5/32"
D
(137mm)
5-3/8"
(218mm)
8-5/8"
5-11/16”
(145mm)
7-3/4” (197mm)
Universal Mounting Plate
SHIPPING WEIGHTS - Greenbriar Wall Sconce
Catalog
Number
OUTDOOR
GBWS-HID
GBWM-HID
GBWS-CFL
GBWM-CFL
Est. Weight
(kg/lbs.)
Length
(mm/in.)
Width
(mm/in.)
Height
(mm/in.)
10 / 22
15 / 32
8 / 17
11 / 24
616 / 24.25
616 / 24.25
616 / 24.25
616 / 24.25
394 / 15.5
394 / 15.5
394 / 15.5
394 / 15.5
343 / 13.5
419 / 16.5
343 / 13.5
419 / 16.5
ARRA
Funding Compliant
wet location
(Downlight only)
damp location
(Uplight - covered locations only)
Project Name
218
Catalog #
WALL MOUNT - A galvanized-steel
universal wall mounting plate easily
mounts directly to a 4” octagonal or
square junction box. An EPDM gasket
is supplied to be installed between the
mounting plate and junction box, sealing
the junction box from entrance of water.
The galvanized-steel universal plate
allows the fixture to securely attach to the
mounting plate using a unique clamping
design which is locked into place with
two hex-head screws. The universal plate
permits the fixture to be mounted in
the uplighting position (listed for damp
locations) or downlighting position (listed
for wet locations).
LENS/GASKET - A flat clear tempered glass
lens, which is sealed to the door frame
with EPDM gasketing, is standard. An
optional polycarbonate lens is available
on most Compact Fluorescent fixtures.
BALLASTS/ELECTRICAL COMPONENTS Electrical components are factorymounted in housing and prewired with
voltage specific leads which extend out
the back of the unit through a rubber
grommet. This grommet prevents the
entry of insects, dust, and moisture into
the fixture. The need to open the fixture
to make wiring connections is eliminated,
thus making installation quick and easy.
UL listed HID components with highpower factor ballasts rated for -20oF
starting. Compact Fluorescent ballasts are
Electronic Universal Voltage (120-277V
50/60 Hz) or 347V (60 HZ), 0oF starting.
Compact Fluorescent fixtures with UE
(Universal Electronic) voltage are
available with an optional dimming ballast
for multiple types of controls such as
building lighting controls and occupancy
sensors. Available battery back-up of BB
(32° starting temperature) and CWBB
(0° starting temperature) are 120 or 277
voltage specific for U.S. applications for
26 watt through 70 watt lamps. Consult
factory for available wattages and
voltages for use in Canada.
Fixture Type
SOCKETS - HID lampholders are glazed
porcelain, medium base for the small
fixture and mogul base for the medium
fixture, 4KV pulse rated. The Compact
Fluorescent fixtures feature a one-piece
thermoplastic socket.
LIGHT SOURCES - The fixture is designed to
operate with horizontal Pulse-Start Metal
Halide, Pulse-Start Metal Halide Reduced,
Ceramic Metal Halide, Metal Halide, High
Pressure Sodium, and single, double
or triple Compact Fluorescent lamps.
Lamps supplied as standard – HID
(clear, shipped installed), and Compact
Fluorescent (coated, 4100K).
EMERGENCY OPERATION - Integral
Emergency Battery Back-up options are
available on Compact Fluorescent units
to comply with Life Safety Codes which
require emergency lighting along the path of
egress on the building’s exterior, so building
occupants can exit safely.
REFLECTORS/DISTRIBUTION PATTERNS Forward Throw (FTM, FT) and Type III (3)
reflectors are available on small and
medium. Wall Wash (WW) reflectors are
also available on small. All are high
performance, full cut-off distribution as
defined by the IESNA (downlight position
only). Photometric data is tested in
accordance with IESNA guidelines.
FINISHES - Each fixture is finished with
LSI’s DuraGrip® polyester powder coat
finishing process. The DuraGrip finish
withstands extreme weather changes
without cracking or peeling, and is
guaranteed for five full years. Standard
colors include bronze, black, platinum
plus, white, satin verde green, metallic
silver, and graphite.
DECAL STRIPING - LSI offers optional colorcoordinated decals in 9 standard colors to
accent the fixture. Decals are guaranteed
for five years against peeling, cracking,
or fading.
PHOTOMETRICS - Please visit our web site
at www.lsi-industries.com for detailed
photometric data.
10/22/15
© 2015
LSI INDUSTRIES INC.
GREENBRIAR® WALL SCONCE
LUMINAIRE ORDERING INFORMATION
GBWM 3 400
Luminaire
Prefix
GBWS
(Small)
Distribution
Lamp
Wattage
3 - Type III
FT - Forward Throw
WW - Wall Wash
50
70
100
150
FTM - Forward
Throw Medium
26
32
42
WW - Wall Wash
GBWM
(Medium)
3 - Type III
FT - Forward
Throw
F
Light Source
CMH - Ceramic Metal Halide
150 Watt1
MH - Metal Halide
50, 70, 1002, 1501 Watt
HPS - High Pressure Sodium
50 3, 70, 100, 150 Watt
CFL - Compact Fluorescent
Single 26, 32, 42 Watt
CFL2 - Compact Fluorescent
Double 26, 32, 42 Watt
Lens
250
320
400
Line
Voltage
120
208
240
277
347
F- Flat Clear
Tempered Glass
FPC - Flat Clear
Polycarbonate 4
UE - Universal
Electronic
(120-277V 50/60Hz)
PSMH - Pulse Start Metal Halide F- Flat Clear
Tempered Glass
250, 320 Watt
PSMHR - Pulse Start Metal
Halide Reduced 400 Watt
HPS - High Pressure Sodium
250, 400 Watt
Single 57, 70 Watt
Double 57, 70 Watt
Triple 26, 32, 42 Watt
120 BRZ SQT
F- Flat Clear
Tempered Glass
Single 26, 32, 42 Watt
26
32
42
57
70
Description
DFK208, 240 - Double Fusing
DFK480 - Double Fusing
PSMHR
347 6
Luminaire
Finish
BRZ - Bronze
BLK - Black
PLP - Platinum
Plus
WHT - White
SVG - Satin
Verde Green
GPT - Graphite
MSV - Metallic
Silver
120
208
240
277
347
480
F- Flat Clear
UE - Universal
Tempered Glass
Electronic
FPC - Flat Clear
(120-277V 50/60Hz)
4,5
Polycarbonate
347 6
Order Number
FK12012
FK27712
DFK208, 24012
DFK48013
FK34712
FOOTNOTES:
1- 150 MH must be used for downlight only.
2- Supplied with a HX-HPF transformer as standard. Also available with a 120/277 volt
CWA transformer. Consult factory.
3- 50 Watt HPS is not available in TT or 347V.
4- FPC lens is not available with EMR options.
5- If a polycarbonate lens is required on an Uplight Medium fixture in 70 CFL2 or 42 CFL3,
the glass lens with Polycarbonate Shield (GBWM PLS) accessory must be ordered.
6- 347V CFL is not available with dimming ballast (DIM) option. Consult factory for battery
back-up (BB) options.
7- Tamper-proof Screwdriver must be ordered separately. (See Accessory Ordering Information)
8- Use with 5” traditional drilling pattern.
Options
PCI120 - Button-Type Photocell
PCI277 - Button Type-Photocell
PCI347 - Button Type-Photocell
TP - Tamper Proof 7
PMA - Pole Mount Adaptor for use with square poles
(for S or D180 mounting configurations only)8
Not compatible with EMR1, EMR2, EQ or EQ2 options
PMAR - Pole Mount Adaptor for use with round poles
(for S or D180 mounting configurations only)8
Not compatible with EMR1, EMR2, EQ or EQ2 options
DIM - CFL Control Voltage Dimming Ballast 9
C - Coated MH or PSMH Lamp except 250 PSMH
SQT - Standby Quartz (Time Delay) 10
SQN - Standby Quartz (Non-Time Delay) 10
BB - CFL Battery Back-up11
CWBB - CFL Cold Weather Battery Back-up11
LL - Less Lamp
Color Decals
45 - Light Gold Metallic
55 - Black
20 - Charcoal Metallic
50 - White
94 - Blue Metallic
51 - Dark Red
59 - Dark Green
700 - Aztec Silver Metallic
21 - Tomato Red
Consult Factory for
International Voltages
and Light Sources
Description
GBWS PLS - Polycarbonate Shield for Small
GBWM PLS - Polycarbonate Shield for Medium
SW BLK - Surface Wiring Box
SCD - Tamper-proof Screwdriver
Order Number
172786
172787
173156BLK14
477974
9- CFL Dimming Control by others.
10- HID lamp wattages 50 and 70 are supplied with a 50 watt, 120V quartz lamp. HID lamp wattages 100
through 250 are supplied with a 100 watt, 120V quartz lamp. HID lamp wattages of 320 & 400 are supplied
with a 250 watt, 120V quartz lamp.
11- Battery Back-up available on single, double and triple 120 or 277 voltage specific units for U.S.
applications. Please change Line Voltage of UE to 120 or 277 when ordering this option. On double and
triple units, one lamp will be energized by Batter Back-up (BB) option. Consult factory for specific Means of
Egress job application compliance.
12- Available on HID fixtures only. Fusing to be installed in a compatible junction box supplied by contractor.
13- Available on HID Medium fixture only. Fusing to be installed in a compatible junction box supplied by
contractor.
14- SW BLK not compatible with PMA or PMAR option.
OUTDOOR
Project Name
Catalog #
Fixture Type
10/22/15
© 2015
LSI INDUSTRIES INC.
219
11
1
2675 Pratum Avenue
Hoffman Estates, Illinois 60192
PH: (224) 293-6333 FAX: (224) 293-6444
www.wtengineering.com
IL. License No.: 184.004512 Exp: 04/30/2016
C
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Exterior Lighting Compliance Certificate
Project Information
Energy Code:
Project Title:
Project Type:
Exterior Lighting Zone
2012 IECC
Richport Plaza Out-Lot
New Construction
4 (High activity metropolitan commercial district)
Construction Site:
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.(/0&1#23
Owner/Agent:
Designer/Contractor:
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;;I9;HJ9<JJJ
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A
Area/Surface Category
B
Quantity
Parking area
C
Allowed
Watts / Unit
44871 ft2
0.13
D
Tradable
Wattage
E
Allowed Watts
(B X C)
Yes
Total Tradable Watts (a) =
Total Allowed Watts =
Total Allowed Supplemental Watts (b) =
5833
5833
5833
1300
(a) Wattage tradeoffs are only allowed between tradable areas/surfaces.
(b) A supplemental allowance equal to 1300 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces.
Proposed Exterior Lighting Power
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
Parking area (44871 ft2): Tradable Wattage
HID 1: Metal Halide: Pulse start:
HID 1 copy 1: Metal Halide: Pulse start:
B
Lamps/
Fixture
C
D
# of
Fixture
Fixtures Watt.
1
11
575
1
1
250
Total Tradable Proposed Watts =
E
(C X D)
6325
250
6575
Exterior Lighting PASSES: Design 8% better than code
Exterior Lighting Compliance Statement
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11/20/2015
Mark Ventrelli
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STEEL ROUND POLES
DIMENSIONS
RPN –
N= 2-3/8"(60mm) O.D. x 4-3/4"(121mm) Tall Tenon
4N= 4"(102mm) O.D. x 4-7/8"(124mm) Tall Tenon
RPB3, RPB5 –
Bolt-On Mount,
2-Bolt Pattern
POLE SHAFT - Pole shaft is electro-welded ASTM-A500 Grade C steel tubing with a
minimum yield strength of 46,000 psi. On Tenon Mount steel poles, tenon is highstrength pipe. Tenon N option is 2-3/8” O.D. x 4-3/4” tall. Tenon 4N option is 4” O.D. x
4-7/8” tall. Steel round poles are 4” and 5” in diameter.
HAND-HOLE - Standard hand-hole location is 12” above pole base. Poles 18’ and above
have a 3” x 6” reinforced hand-hole. Shorter poles have 2” x 4” non-reinforced handhole.
BASE - Pole base is ASTM-A36 hot-rolled steel plate with a minimum yield strength of
36,000 psi. Two-piece square base cover is optional.
BASE COVERS- Optional two-piece decorative die-cast aluminum (GBC) base covers or
square two-piece aluminum base covers are available.
10'-30'
(5.5m - 9.1m)
ANCHOR BOLTS - Poles are furnished with anchor bolts featuring zinc-plated double nuts
and washers. Galvanized anchor bolts are optional. Anchor bolts conform to ASTM F 155407a Grade 55 with a minimum yield strength of 55,000 psi.
Hand-hole
GROUND LUG - Ground lug is standard.
12"
(305mm)
Standard
Optional
Base Cover
Projection
DUPLEX RECEPTACLE - Weatherproof duplex receptacle is optional.
SF –
Single Flood
Pole Preparation
GROUND FAULT CIRCUIT INTERRUPTER - Self-testing ground fault circuit interrupter is
optional.
FINISHES - Each pole is finished with DuraGrip®, LSI’s baked-on polyester-powder
finishing process which electrostatically applies and fuses a polyester powder to the
pole. Provides an extremely smooth and uniform finish to withstand extreme weather
changes without cracking or peeling, and features a five-year limited warranty. Optional
DuraGrip® Plus features the added protection of a 3.0 to 5.0 mil thickness of polyesterpowder finish plus an inner coating, as well as a seven-year limited warranty.
(4)
Anchor
Bolts
Foundation
By Other
DETERMINING THE LUMINAIRE/POLE COMBINATION FOR YOUR APPLICATION:
DRILLING LOCATIONS
Side “C”
Side “D”
Side “B”
Side “A” (Hand-hole Side)
Sides
A
B
C
D
Hand-hole
X
Single
X
X
X
D180°
X
X
D90°
X
X
X
T90°
X
TN120°*
X
X
X
X
Q90°
Single FBO
X
Double FBO
X
X
*Other two locations will be 120° to the left and right of Side A.
Note: Consult factory for custom variations. Standard SF and DF pole
preparations are located 3/4 of the height of the pole from the base,
unless otherwise specified.
OUTDOOR
SHIPPING WEIGHTS - Steel Round Poles
4"(102mm) Dia. 10 Ga. is approximately
Anchor Bolts (3/4” x 30”)(19mm x 762mm)
Anchor Bolts (1” x 36”)(125mm x 914mm)
ARRA
Funding Compliant
Project Name
180
Catalog #
6.0 lbs./ft.
7.0 lbs./ft.
10.0 lbs./ft.
15 lbs.(7kg)/set
30 lbs.(14kg)/set
•
Select luminaire from luminaire ordering information
•
Select bracket configuration if required
•
Determine EPA value from luminaire/bracket EPA chart
•
Select pole height
•
Select MPH to match wind speed in the application area (See windspeed map).
•
Confirm pole EPA equal to or exceeding value from note above
•
Consult factory for special wind load requirements and banner brackets
POLE SELECTION CHART: 4" (102mm) and 5" (127mm) steel round poles
Height
10' (3.0m)
12' (3.7m)
14' (4.3m)
16' (4.9m)
16' (4.9m)
16' (4.9m)
18' (5.5m)
18' (5.5m)
18' (5.5m)
20' (6.1m)
20' (6.1m)
20' (6.1m)
22' (6.7m)
22' (6.7m)
22' (6.7m)
24' (7.3m)
24' (7.3m)
24' (7.3m)
26' (7.9m)
26' (7.9m)
28' (8.5m)
30' (9.1m)
70 MPH
18.5
14.6
11.7
9.9
18.6
32.2
15.5
24.2
37.5
12.5
20.0
31.7
10.0
16.6
26.9
7.8
13.6
22.9
11.1
19.5
16.5
13.8
EPA
80 MPH 90 MPH
10.6
13.8
8.0
10.7
6.1
8.4
4.9
6.9
9.8
13.4
17.0
23.2
8.0
11.1
12.9
17.5
20.9
27.7
6.1
8.7
10.2
14.2
17.3
23.1
4.4
6.7
8.0
11.5
14.2
19.4
3.0
4.9
6.0
9.1
11.6
16.2
4.3
7.1
9.4
13.5
7.4
11.1
5.6
8.9
100 MPH
8.2
6.1
4.5
3.4
7.3
12.6
5.8
9.6
16.1
4.2
7.4
13.1
2.8
5.5
10.5
1.5
3.8
8.3
2.3
6.4
4.7
3.2
Outside
Dimensions
4" (102mm)
4" (102mm)
4" (102mm)
4" (102mm)
5" (127mm)
5" (127mm)
4" (102mm)
5" (127mm)
5" (127mm)
4" (102mm)
5" (127mm)
5" (127mm)
4" (102mm)
5" (127mm)
5" (127mm)
4" (102mm)
5" (127mm)
5" (127mm)
5" (127mm)
5" (127mm)
5" (127mm)
5" (127mm)
Material
S10G
S10G
S10G
S10G
S11G
S07G
S10G
S11G
S07G
S10G
S11G
S07G
S10G
S11G
S07G
S10G
S11G
S07G
S11G
S07G
S07G
S07G
Bolt
Circle
L
L
L
L
L
M
L
L
M
L
L
M
L
L
M
L
L
M
L
M
M
M
EPA based on ANSI/ASCE 7-93. Refer to EPA information on next page. For applications in
Canada and areas using code requirements other than ANSI/ASCE 7-93 and for banner
brackets, consult factory. If luminaire weight exceeds 250 lbs. (113.4 kg), consult factory.
Fixture Type
11/11/15
© 2015
LSI INDUSTRIES INC.
STEEL ROUND POLES
POLE ORDERING INFORMATION
5RPB5
S07G
24
S
PLP
Pole Series
Material
Height 4
Bolt-On Mount1 - See pole selection guide for patterns and
fixture matches.
4RPB3 - 3" Reduced Drilling Pattern
5RPB3 - 3" Reduced Drilling Pattern
4RPB5 - 5" Traditional Drilling Pattern
5RPB5 - 5" Traditional Drilling Pattern
S11G – 11 Ga. Steel
S10G – 10 Ga. Steel 3
S07G – 07 Ga. Steel
10’
12’
14’
16’
18'
20'
22'
24'
26'
28'
30'
Tenon Mount - See pole selection guide for tenon and
fixture/bracket matches.
4RPN
5RPN
SF
DGP
Pole
Finish
Mounting
Configuration
BRZ – Bronze
BLK – Black
PLP – Platinum Plus
WHT – White
SVG - Satin Verde Green
GPT - Graphite
MSV - Metallic Silver
S – Single/Parallel
D180° – Double
D90°– Double
DN90°– Double
T90°– Triple
TN120°– Triple
Q90°– Quad
N – Tenon Mount
4N – Tenon Mount (Available
with 5RPN only. For 4”
poles, use 4RPSF below)2
Consult Pole Selection
Chart on opposite page
Greenlee Slipfit - Use with:
• Greenlee Lifestyle CH mounting styles
• Constitution, Enterprise & Lexington PT Single
mounting styles2
4RPSF
Options
GA – Galvanized Anchor Bolts
SF – Single Flood 5
DF – Double Flood 5
DGP – DuraGrip® Plus
LAB – Less Anchor Bolts
OSXX - Pole preparation for
PMOS Occupancy Sensor6
Standard SF and DF pole preparations are located
3/4 of the height of the pole from the base, unless
otherwise specified.
*
Greenlee Universal Bracket1 (No Drilling) - Use with:
• Lifestyle UCLS
• Lifestyle UCLD180
4RPI
5RPI
Description
4" SRBC Square Base Cover
5" SRBC Square Base Cover
4" /5” GBC Decorative Base Cover
ER2 – Weatherproof Duplex Receptacle (Poles below 18’)
ER2 – Weatherproof Duplex Receptacle for
Reinforced Hand-hole (Poles 18' and above)
GFI – Ground Fault Circuit Interrupter (Poles below 18’)
Order Number
158450CLR
158451CLR
483859CLR
122557CLR
122566CLR
122558CLR
Order Number
Description
GFI – Ground Fault Circuit Interrupter for Reinforced Hand-hole (Poles 18' and above)
122567CLR
MHD – Mounting Hole Weatherproof Decal
340120
Consult Factory for EPA calculations
BB - Banner Brackets
PMOS120 - 120V Occupancy Sensor
518030CLR7
PMOS208/240 - 208, 240V Occupancy Sensor
534239CLR7
518029CLR7
534240CLR7
FOOTNOTES:
1 - Standard flat black pole cap provided. Domed Greenlee pole cap will ship with SA4 and SA5 Constitution, Enterprise,
and Lexington fixtures, SA Lifestyle fixtures, BK SPT BO, BK MPT BO and UCL brackets.
2 - For Constitution, Enterprise, and Lexington D180 or other mounting configuration styles using BK SPT BO and BK
MPT BO accessories, see chart on Bolt-on Mount 4RPB3 / 5RPB3 DRILLING PATTERN section on pole selection
chart.
3 - 4" poles are available in S10G only. 5" poles available in S11G and S07G only.
4 - Pole heights will have +/- 1/2" tolerance.
5- See Flood Lighting Brackets section for choice of FBO brackets.
6 - Order PMOS separately. Change “XX” to indicate height and side of pole
location for pole preparation. EX: 0S18A indicates preparation is to be 18ft.
up from pole base on side A. Optimal distance from ground to sensor is 20ft.
7 - OSXX option required. Not for use with Metal Halide fixtures.
BOLT CIRCLE
EPA INFORMATION
5" (127mm) Round
10-1/8" (257mm) sq.
10-1/8" (257mm) sq.
10-1/8" (257mm) sq.
11" (279mm) Dia. Bolt Circle
L
L
M
Bolt Circle
Slotted
11" (279mm)
Slotted
11" (279mm)
Slotted
11" (279mm)
Anchor Bolt
Size
3/4" x 30"
(19mm x 762mm)
3/4" x 30"
(19mm x 762mm)
1" x 36"
(25mm x 914mm)
Anchor Bolt
Projection
3-1/4"
(83mm)
3-1/4"
(83mm)
4"
(102mm)
Base Plate Opening
for Wireway Entry
3-5/8"
(92mm)
4-3/4"
(121mm)
4-5/8"
(117mm)
10-1/8" sq. x 3/4" thk.
(257mm x 19mm)
10-1/8" sq. x 3/4" thk.
(257mm x 19mm)
10-1/8" sq. x 1" thk.
(257mm x 25mm)
Base Plate
Dimensions
5" (127mm) Round
All LSI Industries’ poles are guaranteed to meet the EPA
requirements listed. LSI Industries is not responsible if a pole
order has a lower EPA rating than the indicated wind-loading zone
where the pole will be located.
CAUTION: This guarantee does not apply if the
pole/bracket/fixture combination is used to support any other
items such as flags, pennants, or signs, which would add stress
to the pole. LSI Industries cannot accept responsibility for harm
or damage caused in these situations.
NOTE: Pole calculations include a 1.3 gust factor over steady
wind velocity. Example: poles designed to withstand 80 MPH
steady wind will withstand gusts to 104 MPH. EPAs are for
locations 100 miles away from hurricane ocean lines. Consult LSI
for other areas. Note: Hurricane ocean lines are the Atlantic and
Gulf of Mexico coastal areas. For applications in Florida or
Canada, consult factory.
Note: Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for the base plate templates.
Project Name
Catalog #
Fixture Type
OUTDOOR
4" (102mm) Round
10/22/15
© 2015
LSI INDUSTRIES INC.
181
FULLERS CAR WASH
PETITION 26-15
LEGEND
PROPERTY LINE
WAL MART SERVICE DRIVE
EXISTING RIGHT-OF-WAY
PROPOSED SETBACK LINE
HEAVY DUTY
HMA PAVEMENT
PROPOSED EASEMENT
STANDARD
DUTY ASPHALT
PAVEMENT
(TYP)
4" SOLID YELLOW
LINE (TYP)
R18'
CONCRETE
BOLLARDS
ADA RAMP
EXISTING LIGHT POLE
3'
PROPOSED SIGN
EXISTING SIGN
ADA SIGN
ON BOLLARD
10'
1
5'
EXISTING SIGNAL CONTROLLER
4" DOUBLE YELLOW LINES @
11" C-C
3'
110'
6'
CONCRETE
PARKING BLOCK
(2 total)
1
LIGHT POLE & FIXTURE
(SEE ELECTRICAL PLANS)
4'
8'
THICKENED EDGE
SIDEWALK (TYP)
12
10
25'
25'
MONUMENT
SIGN
1.
THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE BENCHMARKS
PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL ALSO FIELD VERIFY
LOCATION AND ELEVATION OF EXISTING PIPE INVERTS, FLOOR ELEVATIONS, CURB
OR PAVEMENT WHERE MATCHING INTO EXISTING WORK. THE CONTRACTOR SHALL
FIELD VERIFY HORIZONTAL CONTROL BY REFERENCING SHOWN COORDINATES TO
KNOWN PROPERTY LINES. NOTIFY ENGINEER OF DISCREPANCIES IN EITHER
VERTICAL OR HORIZONTAL CONTROL PRIOR TO PROCEEDING WITH WORK.
2.
REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
3.
DIMENSIONS THAT LOCATE THE BUILDING ARE MEASURED TO THE OUTSIDE FACE OF
THE BUILDING.
4.
SIGN CONSTRUCTION AND PAVEMENT MARKINGS SHALL CONFORM TO THE
REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT
EDITION.
5.
ALL RADII ARE DIMENSIONED TO THE BACK OF CURB.
6.
ALL COORDINATES AND LINEAR PAVEMENT DIMENSIONS ARE REFERENCED TO THE
EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE.
7.
SOME FIELD ADJUSTMENTS MAY BE NECESSARY AT POINTS WHERE PROPOSED
PAVEMENT, CURB AND SIDEWALKS MEET EXISTING PAVEMENT, CURB AND
SIDEWALKS. REVIEW ANY REQUIRED CHANGES WITH ENGINEER PRIOR TO
CONSTRUCTION OF WORK.
8.
ALL PAVEMENT MARKINGS SHALL BE PAINT.
R3'
R3'
9'
(TYP)
4.2'
EXISTING 10' PATH
10'
25'
STANDARD DUTY
ASPHALT PAVEMENT (TYP)
18.5' (TYP)
9'
(TYP)
B6.18 CONCRETE CURB
& GUTTER (TYP)
RANDALL
LAYOUT NOTES
VACUUM HOUSING
RE: ARCH PLANS
R3'
R3'
18.5' (TYP)
4.5'
R7'
R5'
B6.18 CONCRETE CURB
& GUTTER (TYP)
HEAVY DUTY
HMA PAVEMENT
R3'
R3'
22'
2.5'
(B-B)
3' H X 150' L SEGMENTAL
BLOCK KNEE WALL
4" SOLID YELLOW
LINE (TYP)
9
FREE VACUUM PARKING
AREA CANOPY
25'
STANDARD DUTY
22.5'
22'
5" PCC SIDEWALK (TYP)
MANAGERS PARKING SPACE TO
BLOCK EMERGENCY EXIT LANE.
4" SOLID YELLOW LINES 4'
C-C @ 45 DEGREES (TYP)
16'
VACUUM HOUSING
RE: ARCH PLANS
PROPOSED STRIPING
6
(T 0°
YP
)
19' (TYP)
'
10 )
P
Y
(T
13.3'
20'
4" SOLID YELLOW
LINE (TYP)
22.5'
STANDARD DUTY
8'
R3'
HEAVY DUTY
HMA PAVEMENT
21'
R8'
WHITE DIRECTIONAL
ARROW (TYP)
3'
BENCHMARK
5'
16.5'
ROAD
BENCHMARKS
DESCRIPTION
0
XX
XX
ELEVATION
BENCHMARK 1
WEST FLANGE BOLT ON FIRE HYDRANT ON
WEST SIDE OF RESERVE DRIVE
APPROXIMATELY 500 FEET SOUTH OF
SOUTH LINE OF BOWES ROAD
799.17
BENCHMARK 2
RAILROAD SPIKE ON WEST FACE OF
UTILITY POLE ON EAST SIDE OF RANDALL
ROAD, 5TH POLE SOUTH OF SOUTH LINE
OF BOWES ROAD
804.66
15071
5291 ZENITH PARKWAY
LOVES PARK, IL 61111
VOICE: (815) 484-4300
FAX: (815) 484-4303
www.arcdesign.com
Design Firm License No. 184-001334
C03
ADDRESS 1
ADDRESS 2
2'
6'
EXISTING MAILBOX
FULLER'S CAR WASH
R8'
3'
12'
R7'
5'
NUMBER OF PROPOSED PARKING SPACES
PAINTED YELLOW STRIPES
EXISTING UTILITY POLE
5" PCC SIDEWALK
(TYP.)
4" SOLID
YELLOW LINES 2'
C-C @ 45
DEGREES (TYP)
3,550 SQ. FT.
F.F.E. = 801.00
5" PCC
SIDEWALK
5
3'
PAY STATION
CANOPY
R15'
CONCRETE
BOLLARDS
FULLERS CAR WASH
32'
12'
TRANSFORMER PAD W/
PROTECTIVE BOLLARDS
SEE UTILITY PLAN FOR
DETAILS
EXISTING CONCRETE CURB AND GUTTER
PROPOSED:
18.5'
8
4'
P)
TY
'(
6.1'
R2'
4'
17.8'
R3'
.4
21
4.6'
B6.18 CONCRETE
CURB & GUTTER
(TYP)
PROPOSED CONCRETE CURB AND GUTTER
6" STANDARD
DUTY
CONCRETE
PAVEMENT
14'
TRASH
ENCLOSURE
RE: ARCH PLANS
6" SOLID WHITE
LINE (TYP)
HEAVY DUTY
CONCRETE
PAVEMENT (TYP)
6
(T 0°
YP
)
13.3'
STANDARD DUTY ASPHALT PAVEMENT
R25'
HEAVY DUTY
HMA PAVEMENT
18.9'
8" HEAVY DUTY
CONCRETE
PAVEMENT
EXISTING FENCE
CONCRETE SIDEWALK/PAVEMENT
10.1'
R3'
X
HEAVY DUTY ASPHALT PAVEMENT
28'
R15'
CAR WASH PAY STATION WITH
CONCRETE BOLLARD
(SEE ARCH. PLANS)
10.8'
R7'
MATCH INTO EXISTING
CURB & GUTTER
ALIGNMENT AND
PAVEMENT GRADE
X
2.4'
23'
X
11.2'
2'
2'
MATCH INTO EXISTING
CURB & GUTTER
ALIGNMENT AND
PAVEMENT GRADE
DEPRESSED
CONCRETE CURB
AND GUTTER (TYP)
45.9'
10'
SAWCUT LIMITS
(TYP)

02/10/2016 City Council Agenda Packet - Part 1

Transcription

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