711 DEERFIELD BUILDING SHOPS AT DEERFIELD SQUARE PROJECT DESCRIPTION
The Shops at Deerfield Square retail center has always served as the heart of downtown Deerfield, providing a focal point for community events, shopping, and fine dining. With the addition of an exciting new building at 711 Deerfield Rd., we believe the dynamic urban experience of the inner retail center will now better translate to Deerfield Rd. and the surrounding community.
Sited adjacent to our public plaza at the corner of Deerfield and Waukegan Roads, the new building will break down the solid monolithic massing of the old building into a much more proportional series of architectural elements. Emphasizing these elements through the use of varying premium materials such as brick, metal panels, and glazed block, the new building will also incorporate substantially greater amounts of glass than the previous building increasing streetscape activity along Deerfield Rd. Additionally, through the use of retractable glazing walls, patrons will also benefit from a more enhanced sense of indoor/outdoor connectivity. This will also provide exciting new opportunities for outdoor dining and activities along the public plaza.
The new building will have the ability to be subdivided into as many as 4 individual retail spaces. The overall design will be thematically consistent with the rest of the Shops of Deerfield Square center through the use of complementary masonry materials, color palette, architectural detailing, thoughtful lighting, and carefully considered signage. To encourage more bicycle traffic, new bike racks will also be located adjacent to the new building. Mechanical equipment will be located on the rooftop and will be screened by the raised parapet walls of the building.
With this greater emphasis on increased transparency and permeability, unlike the current building which we believe walls off the retail center, we believe this new addition to the Shops at Deerfield Square will enhance the overall sense of connectivity to the outlying community and become a welcome addition to the urban streetscape of Deerfield.
PROJECT DESCRIPTION 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 2 ARTIST RENDERING AERIAL VIEW TOWARD DEERFIELD ROAD 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 3 ARTIST RENDERING AERIAL VIEW FROM DEERFIELD ROAD 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 4 ARTIST RENDERING EAST TENANT PERSPECTIVE 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 5 ARTIST RENDERING DEERFIELD ROAD PERSPECTIVE 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 6 ARTIST RENDERING WEST TENANT PERSPECTIVE 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 7 FORMED METAL FORMED METAL CORNICE, CORNICE, METAL COLOR 03 METAL COLOR 03
ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL GLAZED BLOCK, METAL PANEL, FACE BRICK, FACE BRICK, 8”x16” COLOR 02 COLOR 01 COLOR 02 FOLDING GLASS FOLDING GLASS WALL SYSTEM, METAL FOLDING GLASS WALL SYSTEM, GLASS 01 CANOPY, WALL SYSTEM, GLASS 01 COLOR 02 GLASS 01
BLACK ALUMINUM BLUE ALUMINUM BLACK ALUMINUM STOREFRONT, TYP. STOREFRONT, STOREFRONT, TYP. METAL COLOR 01 METAL COLOR 02 METAL COLOR 01
SOUTH ELEVATION 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 8 FORMED METAL FORMED METAL CORNICE, CORNICE, METAL COLOR 03 METAL COLOR 03
ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL METAL PANEL, GLAZED BLOCK, FACE BRICK, FACE BRICK, METAL COLOR 02 8”x16” COLOR 02 COLOR 01 FOLDING GLASS METAL CANOPY, FOLDING GLASS WALL SYSTEM, METAL COLOR 02 WALL SYSTEM, GLASS 01 GLASS 01
BLACK ALUMINUM BLUE ALUMINUM BLACK ALUMINUM STOREFRONT, TYP. STOREFRONT, STOREFRONT, TYP. METAL COLOR 01 METAL COLOR 02 METAL COLOR 01
NORTH ELEVATION 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 9 ARCHITECTURAL FOLDING GLASS FORMED METAL GLAZED BLOCK, WALL SYSTEM, CORNICE, 8”x16” GLASS 01 METAL COLOR 03
BLACK ALUMINUM STOREFRONT, TYP. METAL COLOR 01
WEST ELEVATION 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 10 ARCHITECTURAL FOLDING GLASS FORMED METAL FACE BRICK, WALL SYSTEM, CORNICE, COLOR 02 GLASS 01 METAL COLOR 03
BLACK ALUMINUM STOREFRONT, TYP. METAL, COLOR 01
EAST ELEVATION 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 11 OVERALL DEERFIELD SQUARE PUD 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 12 EXISTING SITE PLAN 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 13 PROPOSED SITE PLAN 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 14 BUILDING PLAN 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 15 +23’-9” +25’-6”
+20’-0”
+28’-0” EXISTING BUILDING ROOF HEIGHT TO TOP +16’-0” OF MANSARD ROOF +16’-0”
+25’-6”
+23’-9” +23’-9” +27’-0” +27’-0”
ROOF PLAN 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 16 PROFILE OF EXISTING BUILDING IN RED PLAN OVERLAY 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 17 PLAN OVERLAY 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 18 ARCHITECTURAL PRECAST FACE BRICK, LIMESTONE CAP, COLOR 03 COLOR 01
CEDAR WOOD DOORS, COLOR 01
TRASH AND SCREEN DESIGN 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 19 LANDSCAPE DEMOLITION PLAN 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 20 LANDSCAPE SITE PLAN 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 21 LANDSCAPE GENERAL NOTES AND DETAILS 711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 22 PLANTING DETAILS
711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 23 PLANT IMAGES
711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 24 PLANT IMAGES
711 DEERFIELD BUILDING : SHOPS AT DEERFIELD SQUARE NOVEMBER 15, 2016 25 Village of Deerfield – Standards and
Criteria Section 13.11-D Special Use Standards- 711 DEERFIELD
1. Compatible with Existing Development: The nature and intensity of the activities involved and the size, placement and design of any structures proposed will be so planned that the Special Use will be compatible with the existing development and will not impede the normal and orderly development and improvement of surrounding property.
Response: The proposed replacement building will enhance the appearance and retail viability of the existing Shops at Deerfield Square. The proposed building is compatible with the existing shopping center in terms of use, building materials and architectural design. The proposal includes the demolition of the existing 8,000 square feet building and replacing it with the proposed 10,000 square foot retail building. Accordingly, the proposal would result in a net increase of approximately 2,000 square feet, equating to an increase of approximately 0.8% in the overall square footage of The Shops at Deerfield Square.
2. Lot of Sufficient Size: The size of the lot will be sufficient for the use proposed.
Response: The proposed replacement building will result in a net increase in the overall gross floor area of the existing center of approximately 2,000 square feet, equating to an increase in the overall size of the center of approximately 0.8%, a negligible increase given the size of the center and the overall size of the site. Moreover, the new building is replacing an existing building of similar size and use. The proposed building and its anticipated uses are consistent with the overall mix of uses authorized under the underlying C-1 zoning district and the Special Use Planned Unit Development ordinances governing the center. Therefore, the proposed building will not negatively impact the relationship between the size of the lot and the proposed uses.
3. Traffic: The location of the Special Use within the Village will be such that adverse effects on surrounding properties will be minimal, particularly regarding the traffic generated by the Special Use. Response: Shops at Deerfield Square is located at the southwest intersection of Waukegan Road and Deerfield Road, both of which are primary arterial roads within the Village, and can support the traffic generated by the center and the proposed replacement building as evidenced by the attached traffic study conducted by KLOA Traffic Engineers. In addition to being situated at a high-traffic intersection, Deerfield Square is located in Deerfield’s downtown, the heart of a town’s business activity.
4. Parking and Access: Parking areas will be of adequate size for the particular use and properly located, and the entrance and exit drives will be laid out so as to prevent traffic hazards and nuisances.
Response: The existing parking areas were approved as part of the Special Use Planned Unit Development ordinances governing The Shops at Deerfield Square. The proposed replacement building includes certain improvements to the parking areas immediately west of the existing building resulting in a zero net effect on the number of parking stalls. In addition and pursuant to the attached parking study, sufficient parking and site access is provided.
5. Effect on the Neighborhood: In all respects the Special Use will not be significantly or materially detrimental to the health, safety and welfare of the public or injurious to the other property or improvements in the neighborhood, nor will it diminish or impair property values in the surrounding area.
Response: The proposed replacement building will present absolutely no detrimental effect on the public’s health, safety or welfare. Additionally, the proposal will only enhance surrounding property values.
6. Adequate Facilities: That adequate utilities, access roads, drainage and/or other necessary facilities have been or are being provided.
Response: All existing utilities, roadway improvements, drainage and other facilities that currently serve Deerfield Square are sufficient for the proposed replacement building.
7. Adequate Buffering: Adequate fencing and/or screening shall be provided to ensure the enjoyment of surrounding properties, to provide for the public safety or to screen parking areas and other visually incompatible uses.
Response: The subject proposal includes a new trash enclosure to service the replacement building. The proposed trash enclosure is adequately screened with the use of masonry walls similar to that of the existing Chase Bank out lot. The proposed plans also include updated landscaping treatments.
8. If in C-1 Village Center District: That the establishment of the Special Use will not be injurious to the character of the C-1 Village Center District as a retail center for the Village.
Response: The proposed building will not be injurious in any way to the character of the C-1 Village Center District. In fact, the proposal will help activate this prominent intersection with vibrant retail and outdoor seating, all in furtherance of promoting the C-1 district as a retail center for the Village.
711 Deerfield Road The Shops at Deerfield Square
Criteria for Tenant Signage
Notwithstanding anything to the contrary in Deerfield Square's existing sign criteria, the 711 building is establishing the following criteria in order to provide a uniform appearance and for the mutual benefits of all its tenants. The following shall not apply to any other buildings at Deerfield Square.
Tenant Identification Signs
On the north, south, east or west facing facades, the Tenant Identification Signs shall be comprised of three-dimensional fabricated channel type individual letters with either face lit or back lit illumination. The individual letters of each tenant sign shall not exceed 24" in height in the event of one line of text or 36" in total letter height in the event of two lines of text (with any individual letter no more than 24” in height).
On glass facades containing any type of horizontal steel brow or horizontal steel awning, sign letters may be installed on top of such protrusion and located a maximum of 36" from face of wall to the face of letters with all conductors, transformers and conduits concealed as much as possible.
On facades with no horizontal brows or no horizontal steel awnings, sign backer panels shall be used, the colors of which shall be the color of the respective façade's fabric awnings. Backer panels shall be the overall width of the respective facade's storefront windows and shall be a reasonable height to accommodate the foregoing text criteria with a maximum height no greater than 42 inches. The sign’s height (letters and backer panel) shall be no more than 4 feet above the roof deck top (20’-0”). All logos must fit within the above stated sign criteria.
On any tenant space that contains a glass enclosure and such enclosure's roof line is lower than the building's roof line, then in such event the Tenant Identification Sign may be located on top of the glass enclosures provided all conductors, transformers and conduits shall be concealed as much as possible. Such roof top signs shall be one line of text with a maximum height of 24 inches. Traffic and Parking Impact Study
Proposed Shops at Deerfield Square Deerfield, Illinois
Prepared For
Prepared By
October 26, 2016 1. Introduction
This report summarizes the methodologies, results, and findings of a traffic and parking impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed Shops at Deerfield Square development located in Deerfield, Illinois. The site, which is currently occupied by the vacant Biaggi’s building, is located within an outlot parcel in the northeast corner of Deerfield Square. As proposed, the development is to contain two fast-casual restaurants, an optical store, and a coffee shop. Access to the development is proposed via the existing access roads serving Deerfield Square.
Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows the aerial view of the site area.
The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development as well as evaluating the adequacy of the parking supply within Deerfield Square in meeting the projected parking needs.
The sections of this report present the following:
Existing roadway conditions A description of the proposed development Directional distribution of the development traffic Vehicle trip generation for the development Future traffic conditions including access to the site Traffic analyses for the weekday morning, weekday evening, and Saturday midday peak hours Recommendations with respect to adequacy of the site access system and adjacent roadway system Adequacy of parking supply in accommodating parking requirements of the proposed development
Proposed Shops at Deerfield Square 1 Deerfield, Illinois
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Site Location Figure 1
Proposed Shops at Deerfield Square 2 Deerfield, Illinois
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Aerial View of Site Location Figure 2
Proposed Shops at Deerfield Square 3 Deerfield, Illinois
2. Existing Conditions
Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes.
Site Location
The site, which is currently occupied by the vacant Biaggi’s building, is located within Deerfield Square, which occupies the southwest quadrant of the intersection of Waukegan Road and Deerfield Road. Area land uses in the vicinity of the site are primarily commercial with the Fleet Feet Sports store to the north and Chase Bank to the east. In addition, the Deerfield Metra station is located approximately one-tenth of a mile west of the site.
Existing Roadway System Characteristics
The following summarizes the existing roadway characteristics within the vicinity of the site, which are illustrated in Figure 3.
Deerfield Road is an east-west arterial roadway that in the vicinity of the site provides two lanes in each direction. At its signalized intersection with Waukegan Road, Deerfield Road provides an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane on the eastbound approach and an exclusive left-turn lane, an exclusive through lane, and a shared through/right- turn lane on the westbound approach. Its traffic signal with Waukegan Road is fully actuated with left-turn protected/permissive phases on all approaches and right-turn overlap phases provided on both the northbound and eastbound approaches. Deerfield Road provides standard style crosswalks with pedestrian signals on all legs of its intersection with Waukegan Road. At its signalized intersection with the North Deerfield Square access drive, Deerfield Road provides two exclusive through lanes and an exclusive right-turn lane on the eastbound approach and an exclusive left-turn lane and two exclusive through lanes on the westbound approach. Its traffic signal with the North Deerfield Square access drive is fully actuated with left-turn protected/permissive phases on the westbound approach and right-turn overlap phases provided on the northbound approach. Deerfield Road provides standard style crosswalks with pedestrian signals on the east and south legs of its intersection with the North Deerfield Square access drive. At its signalized intersection with Robert York Avenue, Deerfield Road provides an exclusive left-turn lane, an exclusive through lane, and an exclusive right-turn lane on both approaches. Its traffic signal with Robert York Avenue is fully actuated with left-turn protected/permissive phases on all approaches. Deerfield Road provides standard style crosswalks with pedestrian signals on all legs of its intersection with Robert York Avenue.
Proposed Shops at Deerfield Square 4 Deerfield, Illinois W
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OSTERMAN AVENUE LEGEND
- TRAVEL LANE
- TRAFFIC SIGNAL
- STOP SIGN
- CROSSWALK
PROJECT: TITLE: Proposed Shops at Deerfield Square Existing Roadway Characteristics Job No: 16-231
Deerfield, Illinois Figure: 3
Deerfield Road is under the jurisdiction of the Village of Deerfield, carries an average daily traffic (ADT) volume of 14,500 vehicles west of Waukegan Road as reported by the Illinois Department of Transportation (IDOT) in 2015, is classified as a minor arterial by IDOT, and has a posted speed limit of 30 miles per hour.
It should be noted that Deerfield Road from Chestnut Road to east of US 41 is currently under construction for a reconstruction/rehabilitation project that will also include the modernization of the traffic signals along the corridor. It is our understanding that after the reconstruction project is completed, the jurisdiction of Deerfield Road will be transferred to the Lake County Division of Transportation (LCDOT).
Waukegan Road (IL 43) is a north-south arterial roadway that in the vicinity of the site provides two lanes in each direction. At its signalized intersection with Deerfield Road, Waukegan Road provides an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane on the northbound approach and an exclusive left-turn lane, an exclusive through lane, and a shared through/right-turn lane on the southbound approach. At its signalized intersection with the East Deerfield Square access drive, Waukegan Road provides an exclusive left-turn lane, two exclusive through lanes, and an exclusive right-turn lane on the southbound approach and an exclusive left- turn lane, an exclusive through lane, and a shared through/right-turn lane on the northbound approach. Its traffic signal with the East Deerfield Square access drive is fully actuated with left- turn protected/permissive phases on all approaches. Waukegan Road provides standard style crosswalks with pedestrian countdown signals on all legs of its intersection with the East Deerfield Square access drive. Waukegan Road is under the jurisdiction of IDOT, is classified as an other principal arterial and a class two truck route by IDOT, carries an ADT volume of 22,800 vehicles south of Deerfield Road as reported by IDOT in 2015, and has a posted speed limit of 30 miles per hour.
Osterman Avenue is an east-west local roadway that generally provides one lane in each direction and extends from its intersection with Waukegan Road approximately six-tenths of a mile west of Waukegan Road where it turns and becomes Price Lane. At its all-way stop sign controlled intersection with Robert York Avenue, Osterman Avenue provides an exclusive left-turn lane and a shared through/right-turn lane under stop sign control on both approaches. Osterman Avenue provides standard style crosswalks on both legs of its intersection with Robert York Avenue. Osterman Avenue is under the jurisdiction of the Village of Deerfield, is classified as a major collector between Waukegan Road and Robert York Avenue by IDOT, carries an ADT volume of 3,850 vehicles east of Robert York Avenue and 1,900 vehicles west of Robert York Avenue as reported by IDOT in 2011 and 2015 respectively, and has a posted speed limit of 30 mph.
Robert York Avenue is a north-south local roadway that generally provides one lane in each direction and extends from its intersection with Deerfield Road approximately two-fifths of a mile south to its intersection with Kelburn Road. At its signalized intersection with Deerfield Road, Robert York Avenue provides an exclusive left-turn lane and a shared through/right-turn lane on both approaches. At its all-way stop sign controlled intersection with Osterman Avenue, Robert York Avenue provides a combined left-turn/through/right-turn lane under stop sign control on the southbound approach and an exclusive left-turn lane and shared through/right-turn lane under stop sign control on the northbound approach. Robert York Avenue is classified as a major collector between Deerfield Road and Osterman Avenue by IDOT.
Proposed Shops at Deerfield Square 6 Deerfield, Illinois
The North Deerfield Square Access Drive is a private two-lane access road that provides access to the Deerfield Square shopping center from Deerfield Road. At its signalized intersection with Deerfield Road, the North Deerfield Square access drive provides an exclusive left-turn lane and an exclusive right-turn lane on the northbound approach.
The East Deerfield Square Access Drive is a private two-lane access road that provides access to the Deerfield Square shopping center from Waukegan Road. At its signalized intersection with Waukegan Road, the East Deerfield Square access drive provides an exclusive left-turn lane and a shared through/right-turn lane on both approaches.
Public Transportation
The area is served by two modes of public transportation, Metra commuter rail and the Pace Bus system. The following summarizes the services provided by both modes to the area:
The Milwaukee District North Metra station is located west of the site and provides service from Fox Lake to Union Station in Chicago. The line provides 31 inbound trains and 31 outbound trains daily. The first inbound train departs Fox Lake at 4:46 A.M. with the last train departing at 12:25 A.M.
Pace Bus Route 471 – Highland Park – Northbrook Court provides weekday and Saturday service between the Highland Park Metra station and the Crossroads Shopping Center in Highland Park. The Highland Park Metra Station, Deerfield Metra station, Deerbrook Shopping Center, Northbrook Court, and Crossroads Shopping Center are all served by this route.
All of the roads within the immediate area generally have sidewalks on both sides of the road with the exception of Robert York Avenue, which only has sidewalks on the west side of the road.
Existing Traffic Volumes
In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period traffic counts on Thursday, October 6, 2016 and Saturday, October 8, 2016 during the weekday morning (7:00 A.M. to 9:00 A.M.), weekday evening (4:00 P.M. to 6:00 P.M.), and Saturday midday (11:30 A.M. to 1:30 P.M.) peak periods at the following intersections:
Deerfield Road with Robert York Avenue Deerfield Road with the North Deerfield Square access drive Waukegan Road with the East Deerfield Square access drive Osterman Avenue with Robert York Avenue Osterman Avenue with Il Forno Access Drive
Proposed Shops at Deerfield Square 7 Deerfield, Illinois
The results of the traffic counts showed that the weekday morning peak hour of traffic occurs from 7:45 A.M. to 8:45 A.M., the evening peak hour of traffic occurs from 4:45 P.M. to 5:45 P.M., and the Saturday midday peak hour of traffic occurs from 12:15 P.M. to 1:15 P.M. Figure 4 illustrates the existing peak hour traffic volumes. It should be noted that since construction on Deerfield Road was ongoing when the traffic counts were conducted, the through traffic volumes on Deerfield Road and Waukegan Road were increased based on previous traffic counts conducted by KLOA, Inc. in the area.
Accident Analysis
KLOA, Inc. obtained accident data from IDOT for the past five years (2010 to 2014) for the intersections of Deerfield Road with Robert York Avenue, Deerfield Road with the North Deerfield Square access drive, Waukegan Road with the East Deerfield Square access drive, and Osterman Avenue with Robert York Avenue. Tables 1, 2, 3, and 4 summarize the accident data for the intersections.
DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. The author is responsible for any data analyses and conclusions drawn.
Proposed Shops at Deerfield Square 8 Deerfield, Illinois W 30 37 13
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742 (875) [569] 26 22 46 12 23
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( ) E 40 30 [ ] 17 ) 19 46 (88) [72] ] [48 ] ] ] 122 (188) [118] 5 (19) [24] 2 (11) [11] 169 (277) [184] OSTERMAN AVENUE 38 (65) [37] 1 (2) [7] 1 216 (202) [131] 5 298 (263) [219] 15 ( 26 (17) [11] 22 1 LEGEND ( 5 53 )
( 8 ) [ 2 1 - AM PEAK HOUR (7:45-8:45 AM) 6 00 ) [ 1 ] [ 8 2 ] - PM PEAK HOUR (4:45-5:45 PM) 9 (00) ] [00] - SATURDAY MIDDAY PEAK HOUR (12:15-1:15 PM)
PROJECT: TITLE: Proposed Shops at Deerfield Square Existing Traffic Volumes Job No: 16-231
Deerfield, Illinois Figure: 4
Table 1 DEERFIELD ROAD WITH ROBERT YORK AVENUE ACCIDENT SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2010 2 - 3 1 - - 6 2011 - - 1 - 1 1 3 2012 - - - - 1 - 1 2013 - - 2 - - - 2 2014 2 3 9 - - - 14
Total 4 3 15 1 2 1 26 Average/Year >1.0 >1.0 3.0 >1.0 >1.0 >1.0 5.2
Table 2 DEERFIELD ROAD WITH THE NORTH DEERFIELD SQUARE ACCESS DRIVE ACCIDENT SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2010 ------2011 - - 1 - 1 - 2 2012 ------2013 - - 2 - - - 2 2014 - - - - 1 - 1 Total 0 0 3 0 2 0 5 Average/Year 0 0 >1.0 0 >1.0 0 1.0
Proposed Shops at Deerfield Square 10 Deerfield, Illinois
Table 3 WAUKEGAN ROAD WITH THE EAST DEERFIELD SQUARE ACCESS DRIVE ACCIDENT SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2010 - - - 1 2 - 3 2011 - 1 2 - - - 3 2012 - - - 1 3 - 4 2013 - 1 1 - 1 - 3 2014 - 1 - - 2 - 3 Total 0 3 3 2 8 0 16 Average/Year 0 >1.0 >1.0 >1.0 1.6 0 3.2
Table 4 OSTERMAN AVENUE WITH ROBERT YORK AVENUE ACCIDENT SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2010 1 - 1 - - 1 3 2011 - - - - 1 - 1 2012 - - - - - 1 1 2013 - - - - 1 - 1 2014 - 1 1 - - - 2 Total 1 1 2 0 2 2 8 Average/Year >1.0 >1.0 >1.0 0 >1.0 >1.0 1.6
Proposed Shops at Deerfield Square 11 Deerfield, Illinois
3. Traffic Characteristics of the Proposed Development
Proposed Development Plan
As proposed, the plans call for redeveloping the site with a single building divided into the following four uses:
- A 2,050 square-foot fast-casual restaurant - A 3,600 square-foot fast-casual restaurant - A 2,500 square foot optical store - A 1,960 square-foot coffee shop
It should be noted that the square footage indicated above includes the enclosed outdoor seating area. Access to the development will be provided via the existing Deerfield Square shopping center access system that consists of the following:
The existing North Deerfield Square access drive on Deerfield Road that is located approximately 500 feet west of Waukegan Road and allows full movements in and out of the shopping center with all movements under traffic signal control.
Robert York Avenue provides access to Deerfield Road approximately 750 feet west of Waukegan Road and allows full movements in and out of the shopping center under traffic signal control. Robert York Avenue provides access to Osterman Avenue approximately 850 feet west of Waukegan Road and allows full movements in and out of the shopping center under all-way stop sign control.
The existing East Deerfield Square access drive on Waukegan Road is located approximately 525 feet south of Deerfield Road and allows full movements in and out of the shopping center with all movements under traffic signal control.
In addition, the site’s parking lot will be redeveloped to provide one additional parking space for a total of 37 parking spaces. A site plan prepared by CALLISON RTKL dated October 12, 2016 can be found in the Appendix.
Directional Distribution
The directional distribution of future site-generated trips on the roadway system is a function of several variables, including the operational characteristics of the roadway system and the ease with which drivers can travel over various sections of the roadway system without encountering congestion. The directions from which development-generated traffic will approach and depart the development’s proposed location were estimated based on existing travel patterns, as determined from the traffic counts. The estimated directional distribution of development traffic is shown in Figure 5.
Proposed Shops at Deerfield Square 12 Deerfield, Illinois W
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R E R I C RFIELD R DEE OAD
T A K
E CC SQUAR
NO I L E
R SS
F 475
T O
H
R
D ' NO R I V E
5%
OSTERMAN AVENUE
850' 3 0 % 5 % LEGEND
00% - PERCENT DISTRIBUTION
00' - DISTANCE IN FEET
PROJECT: TITLE: Proposed Shops at Deerfield Square Estimated Directional Distribution Job No: 16-231
Deerfield, Illinois Figure: 5
Estimated Site Traffic Generation
The volume of traffic that will be generated by the proposed development is based on the type of land uses and the size of the development. The number of peak hour vehicle trips estimated to be generated by the proposed restaurants within the Shops at Deerfield Square was based on KLOA, Inc.’s surveys of similar locations while the trip generation for the proposed optical store was based on trip rates contained in the Trip Generation Manual, 9th Edition, published by the Institute of Transportation Engineers (ITE). Table 5 shows the site-generated traffic volumes for the proposed development.
Table 5 ESTIMATED SITE-GENERATED TRAFFIC VOLUMES Weekday Morning Weekday Evening Saturday Midday
Peak Hour Peak Hour Peak Hour Source Type/Size In Out Total In Out Total In Out Total KLOA Fast-Casual Restaurant – 5 5 10 33 28 61 41 44 85 2,050 s.f. KLOA Fast-Casual Restaurant – 5 5 10 58 50 108 72 77 149 3,600 s.f. KLOA Coffee Shop – 58 46 104 22 17 39 27 26 53 1,960 s.f. ITE Land- Optical Store – Use 1 1 2 13 15 28 5 5 10 2,500 s.f. Code 8261 Subtotal: 69 57 126 126 110 236 145 152 297 Internal Capture Reduction -17 -14 -31 -31 -27 -58 -36 -38 -74 (-25%)2: Total New Trips: 52 43 95 95 83 178 109 114 223 1 – Trip generation rates for the weekday morning and Saturday midday peak hours were calculated by comparing the rates for Land Use 820 (Shopping Center) with those of Land Use 826 (Specialty Retail) to develop a rate for the peak hours. Calculations can be found in the Appendix. 2 – The number of trips to be generated by the development was reduced by 25 percent to account for the interaction among the various uses within Deerfield Square.
Proposed Shops at Deerfield Square 14 Deerfield, Illinois
4. Projected Traffic Conditions
The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development.
Development Traffic Assignment
The estimated weekday morning, weekday evening, and Saturday midday peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5) and are illustrated in Figure 6.
Background Traffic Conditions
The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on the Chicago Metropolitan Agency for Planning (CMAP) 2040 Forecast of Population, Households and Employment an increase of one percent per year over six years (buildout year plus five years) for a total of six percent was applied to the existing traffic volumes to obtain projected Year 2022 traffic volumes. A copy of the CMAP traffic projections letter can be found in the Appendix.
Total Projected Traffic Volumes
The existing traffic volumes accounting for growth were combined with the peak hour traffic volumes generated by the development to determine the Year 2022 total projected traffic volumes that are shown in Figure 7.
Proposed Shops at Deerfield Square 15 Deerfield, Illinois W
AUK 3 R
OAD N (
5 E ) GAN
[ 6 NOT TO SCALE ]
11 (21) [29] 8 (14) [16] DEERFIELD 13 (24) [27] 15 (29) [33] ROAD 2 11 7
( ( 4 ( 13 SITE 21 )
) )
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6 [ [ 17 ] 29
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I L
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AUK D T M S ANK S EE IR B NO
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T O S ( I R E E 14 R
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A E T I M SS [ EL R E
R D H 16
E CC R E
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I YO L EAST
R E R I C RFIELD R DEE OAD
T A K
E CC SQUAR 7 (13) [17] NO I 14 L
E 12 (24) [33]
R SS (
F 28
T O ) H
R [ 31 D NO ] R 2 I 2 (4 V ) ( E 4 [6 ) ] [6 ]
OSTERMAN AVENUE 3 (5) [6]
3 LEGEND ( 5 )
[ - AM PEAK HOUR (7:45-8:45 AM) 6 00 ] (00) - PM PEAK HOUR (4:45-5:45 PM)
[00] - SATURDAY MIDDAY PEAK HOUR (12:15-1:15 PM)
PROJECT: TITLE: Proposed Shops at Deerfield Square Estimated Site-Generated Traffic Volumes Job No: 16-231
Deerfield, Illinois Figure: 6 W 30 37 16
AUK
( (
( R 43 45 28
OAD N
) ) E )
GAN [ [ [ 52 37 41 NOT TO SCALE ] ] ] 20 (12) [23] 764 (953) [705] 760 (881) [657] 13 (9) [27] 34 (66) [100] DEERFIELD ROAD 32 (28) [17] 766 (870) [597] 73 (147) [117]
800 (952) [630] 37 29 46 12 23
99 (72) [88]
SITE ( ( 93 70 ( ( ( 27 37 120 ) )
)
)
[ [ ) [
98 88 M [ 16 43 [ 85 ] ]
I ]
L ] 1057 ] W 50
AUK D T M 76 ( ] S ANK
S 878
EE ( R 44 I B
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E R [ F QUA ) T E ( 5 V T ] O 97 ) ) (1 S I
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[ 1 ) W D B R ) [ 0
E F AV 3 8 83469 (1 [ ID
A E T
I ) [ 7 7 M SS EL R 115 ] E
(6 R D H ] E CC R E 63
I T ] A NU S D
17 A
T
I YO L EAST
R E R I C RFIELD R DEE OAD
T A K
E 37 CC SQUAR 29 (107) [116] 800 NO
I 76 L ( 3 (23) [14] 66 E
R SS (
F ( ) 83 (165) [186] 1221031 T
O [ 45 H 5 ) R 1 ) ]
68 D [ NO ( 185[ (
14 984 10 19 (48 R )
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( V 16 [ ] [
79 [
) 30 ( E 44 [ ] 17 ) 25 46 (88) [72] ] ] [54 ] ] 129 (199) [125] 5 (19) [24] 2 (11) [11] 176 (288) [191] OSTERMAN AVENUE 41 (70) [43] 1 (2) [7] 1 229 (214) [139] 5 311 (275) [227] 18 ( 26 (17) [11] 22 1 LEGEND ( 5 58 )
( 8 ) [ 2 1 - AM PEAK HOUR (7:45-8:45 AM) 6 00 ) [ 24 ] [ 2 ] - PM PEAK HOUR (4:45-5:45 PM) 9 (00) ] [00] - SATURDAY MIDDAY PEAK HOUR (12:15-1:15 PM)
PROJECT: TITLE: Proposed Shops at Deerfield Square Year 2022 Total Projected Traffic Volumes Job No: 16-231
Deerfield, Illinois Figure: 7
5. Traffic Analysis and Recommendations
Traffic analyses were performed for the intersections in the study area to determine the operation of the existing roadway system, evaluate the impact of the proposed development, and determine the ability of the roadway system to accommodate the projected traffic demands. Analyses were performed for the weekday morning, weekday evening, and Saturday midday peak hours for both the existing and projected traffic volumes.
The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 2010 and analyzed using the Synchro/SimTraffic 8 software. The analyses for the traffic-signal controlled intersections were accomplished using field measured cycle lengths and phasings to determine the average overall vehicle delay and levels of service.
The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics.
The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report.
Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing and projected conditions are presented in Tables 6 and 7. A discussion of the intersections follows. Summary sheets for the capacity analyses are included in the Appendix.
Proposed Shops at Deerfield Square 18 Deerfield, Illinois
Table 6 LEVEL OF SERVICE AND DELAY – EXISTING CONDITIONS Weekday Morning Weekday Evening Saturday Midday Peak Hour Peak Hour Peak Hour Intersection LOS Delay LOS Delay LOS Delay Deerfield Road with Robert York Avenue1 Overall B 10.5 B 14.8 B 12.6 Eastbound Approach A 7.6 A 8.3 A 9.5 Westbound Approach A 9.0 B 13.4 A 8.6 Northbound Approach C 32.8 D 37.7 C 29.3 Southbound Approach C 33.8 D 44.3 C 32.0 Deerfield Road with the North Deerfield Square Access Drive1 Overall A 2.4 A 4.6 A 5.4 Eastbound Approach A 1.7 A 2.9 A 2.9 Westbound Approach A 0.9 A 1.7 A 2.2 Northbound Approach D 37.6 D 37.4 C 33.0 Waukegan Road with the East Deerfield Square Access Drive1 Overall A 9.7 B 14.4 B 14.0 Eastbound Approach C 22.3 C 27.5 C 25.1 Westbound Approach D 36.9 D 36.5 D 36.6 Northbound Approach B 10.5 B 14.1 B 12.5 Southbound Approach A 6.0 A 8.9 B 10.1 Osterman Avenue with Robert York Avenue2 Overall B 10.2 B 12.3 A 9.8 Eastbound Approach B 10.7 B 11.8 A 9.2 Westbound Approach A 9.7 B 14.1 A 9.8 Northbound Approach A 8.2 B 10.1 A 8.3 Southbound Approach B 10.8 B 11.7 B 11.1 LOS = Level of Service; Delay is measured in seconds. 1 Signalized Intersection 2 Unsignalized Intersection
Proposed Shops at Deerfield Square 19 Deerfield, Illinois
Table 7 LEVEL OF SERVICE AND DELAY – PROJECTED CONDITIONS Weekday Morning Weekday Evening Saturday Midday Peak Hour Peak Hour Peak Hour Intersection LOS Delay LOS Delay LOS Delay Deerfield Road with Robert York Avenue1 Overall B 10.6 B 15.6 B 17.3 Eastbound Approach A 7.3 A 8.5 A 9.1 Westbound Approach A 9.6 B 15.5 B 19.9 Northbound Approach C 34.3 D 38.6 C 30.7 Southbound Approach C 34.2 D 44.4 C 32.9 Deerfield Road with the North Deerfield Square Access Drive1 Overall A 2.9 A 5.5 A 7.3 Eastbound Approach A 1.6 A 3.3 A 6.2 Westbound Approach A 1.3 A 2.2 A 1.9 Northbound Approach D 38.1 D 37.9 C 33.9 Waukegan Road with the East Deerfield Square Access Drive1 Overall B 10.2 B 14.7 B 14.9 Eastbound Approach C 22.3 C 27.4 C 25.0 Westbound Approach D 36.8 D 36.3 D 36.1 Northbound Approach B 10.8 B 14.9 B 13.3 Southbound Approach A 6.7 A 8.9 B 11.3 Osterman Avenue with Robert York Avenue2 Overall B 10.6 B 12.4 B 10.2 Eastbound Approach B 11.1 B 12.2 A 9.5 Westbound Approach B 10.0 B 14.3 B 10.3 Northbound Approach A 8.4 B 10.2 A 8.5 Southbound Approach B 11.0 B 11.7 B 11.5 LOS = Level of Service; Delay is measured in seconds. 1 Signalized Intersection 2 Unsignalized Intersection
Proposed Shops at Deerfield Square 20 Deerfield, Illinois
Discussion and Recommendations
The following summarizes how the intersections are projected to operate and identifies any roadway and/or traffic control improvements necessary to accommodate the development traffic.
Deerfield Road with Robert York Avenue
The results of the capacity analyses indicate that the intersection is currently operating at a good overall Level of Service (LOS) B during the weekday morning, weekday evening, and Saturday midday peak hours. Under future conditions, the intersection is expected to continue operating at a good LOS B during the weekday morning, weekday evening, and Saturday midday peak hours. In addition, the increase in overall delay to the intersection as a result of traffic to be generated by the proposed development will be approximately five seconds or less. As such, the intersection has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development.
Deerfield Road with the North Deerfield Square Access Drive
The results of the capacity analyses indicate that this intersection is currently operating at a good overall LOS A during the weekday morning, weekday evening, and Saturday midday peak hours. Under future conditions, the intersection is expected to continue operating at a good LOS A during the peak hours. In addition, the increase in overall delay to the intersection as a result of traffic to be generated by the proposed development will be approximately two seconds or less. As such, the intersection has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development.
Waukegan Road with the East Deerfield Square Access Drive
The results of the capacity analyses indicate that this intersection is currently operating at a good overall LOS A during the weekday morning peak hour and at a LOS B during the weekday evening and Saturday midday peak hours. Under future conditions, the intersection is expected to continue operating at a good LOS B during all three peak hours. In addition, the increase in overall delay to the intersection as a result of traffic to be generated by the proposed development will be approximately one second or less. As such, the intersection has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development.
Osterman Avenue with Robert York Avenue
The results of the capacity analyses indicate that the intersection is currently operating at a good overall LOS B during the weekday morning and evening peak hours and LOS A during the Saturday midday peak hour. Under future conditions, the intersection is expected to operate at a good LOS B during the weekday morning, weekday evening, and Saturday midday peak hours. In addition, the increase in overall delay to the intersection as a result of traffic to be generated by the proposed development will be approximately one second or less. As such, the intersection has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development.
Proposed Shops at Deerfield Square 21 Deerfield, Illinois
6. Parking Evaluation
In order to assess the impact of the proposed development on current parking conditions, KLOA, Inc. conducted the following analyses:
1. Conducted parking occupancy counts of all the individual parking lots serving Deerfield Square. The underground parking area serving the office building was not included. The parking surveys were conducted every 30 minutes between 11:00 A.M. and 9:00 P.M. on Thursday and Saturday, October 6 and 8, 2016 to coincide with the peak demand of the center and the proposed development.
2. Reviewed previous studies indicating analyses of future parking needs and parking occupancies at the center.
Figure 8 shows the parking fields that were surveyed within Deerfield Square. The results of the parking surveys were summarized and are shown in Tables 8 and 9 for Thursday and Saturday, respectively.
As can be seen, parking occupancy at Deerfield Square peaked on Thursday at 12:00 P.M. The peak parking occupancy was 655 occupied spaces or approximately 74 percent of the available supply, not including the underground office parking facility. The peak parking demand on Saturday was 546 spaces (62 percent occupancy) occurring at 12:30 P.M. The peak parking demand on both days drops after 12:00 – 12:30 P.M. with the demand considerably lower during the evening hours. This is primarily due to the large amount of office space at Deerfield Square which has a parking demand that peaks middays on Monday through Friday and decreases substantially in the evenings and on Saturdays, allowing other retail and restaurant uses to share this excess space. Previous counts conducted in 2008, 2001, 2011, 2013, and 2016 indicated a similar peak parking demand of 70 to 78 percent. It should be noted that as part of the development of the site, the parking lot adjacent to the site (parking field 6) will be reconfigured and will provide one additional parking space.
Proposed Shops at Deerfield Square 22 Deerfield, Illinois N DEERFIELD ROAD
NOT TO SCALE
8 6 BIAGGI'S
W WALGREENS 7 5 AUK 4
9 E
GAN
R
OAD
WHOLE FOODS 3 2 23
10 1
11 14
13 12
OSTERMAN AVENUE
PROJECT: TITLE: Proposed Shops at Deerfield Square Parking Study Area Job No: 16-231
Deerfield, Illinois Figure: 8
Table 8 PARKING OCCUPANCY RESULTS – THURSDAY, OCTOBER 6, 2016 Parking Area1 Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total
11:00 A.M. 4 81 163 5 37 16 5 8 23 12 0 25 56 25 460
11:30 A.M. 4 101 188 8 40 15 6 8 43 14 0 28 69 27 551
12:00 P.M. 5 122 221 11 51 17 5 8 57 16 0 31 82 29 655
12:30 P.M. 3 112 186 11 39 16 5 10 62 15 0 31 81 30 601
1:00 P.M. 3 91 178 8 37 15 5 11 58 16 0 27 73 29 551
1:30 P.M. 4 96 175 11 41 13 6 11 51 16 0 25 60 29 538
2:00 P.M. 5 94 158 12 43 13 5 10 37 14 0 20 49 30 490
3:00 P.M. 4 79 141 6 34 12 5 5 15 11 0 8 41 29 390
3:30 P.M. 4 77 123 8 38 12 6 4 13 9 0 5 47 27 373
4:00 P.M. 2 75 120 5 38 13 5 4 16 10 0 7 50 27 372
4:30 P.M. 4 88 128 5 43 12 5 4 25 14 0 12 49 25 414
5:00 P.M. 7 82 112 4 30 12 4 4 42 12 0 27 49 20 405
5:30 P.M. 5 90 133 4 32 7 5 5 60 11 0 31 54 19 458
6:00 P.M. 3 96 137 2 21 6 4 7 64 13 0 35 59 17 465
6:30 P.M. 3 88 126 1 21 5 5 6 59 10 0 30 50 15 420
7:00 P.M. 3 82 116 2 20 5 6 5 51 6 0 27 39 11 373
7:30 P.M. 2 70 82 2 16 5 3 4 47 5 0 25 29 11 301
8:00 P.M. 3 54 83 0 12 5 2 5 41 6 0 16 25 8 260
8:30 P.M. 2 54 70 1 20 5 2 4 41 1 0 13 20 6 209
9:00 P.M. 0 18 63 0 14 4 4 3 43 1 0 5 18 4 177
1 Parking areas have a total inventory of 886 spaces
Proposed Shops at Deerfield Square 24 Deerfield, Illinois
Table 9 PARKING OCCUPANCY RESULTS – SATURDAY, OCTOBER 8, 2016 Parking Area1 Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total
11:00 A.M. 4 83 162 12 28 11 3 8 51 17 0 32 50 20 481
11:30 A.M. 4 75 160 13 36 10 4 9 54 16 0 32 72 20 505
12:00 P.M. 5 82 168 10 31 8 2 9 64 17 0 27 76 20 519
12:30 P.M. 4 78 167 12 47 8 4 12 68 17 0 26 81 22 546 1:00 P.M. 5 94 174 9 38 8 5 11 63 17 0 27 63 22 536
1:30 P.M. 4 84 149 11 39 8 5 8 43 14 0 31 45 21 462
2:00 P.M. 6 78 156 4 36 7 4 9 26 13 0 28 36 21 424
3:00 P.M. 5 74 136 1 33 6 3 4 16 12 0 10 29 20 349
3:30 P.M. 6 63 128 0 30 9 4 2 18 13 0 7 29 20 329
4:00 P.M. 6 63 103 1 41 7 6 2 21 15 0 11 28 19 323
4:30 P.M. 5 63 116 1 36 5 3 3 18 11 0 16 27 19 323
5:00 P.M. 5 43 107 0 29 4 4 3 17 12 0 16 24 16 280
5:30 P.M. 3 35 99 1 20 4 6 2 21 9 0 13 23 12 248
6:00 P.M. 3 35 105 0 28 3 4 3 35 6 0 5 27 6 260
6:30 P.M. 4 29 91 0 25 3 5 3 45 6 0 5 26 4 246
7:00 P.M. 4 20 76 0 23 3 4 3 51 5 0 4 24 3 220
7:30 P.M. 5 20 76 1 17 3 2 1 65 5 0 3 22 3 223
8:00 P.M. 5 15 67 1 19 3 2 2 63 5 0 7 24 3 216
8:30 P.M. 4 12 52 0 19 3 2 2 57 2 0 3 22 3 181
9:00 P.M. 1 6 44 0 16 3 2 2 46 2 0 2 19 3 146
1 Parking areas have a total inventory of 886 parking spaces
Proposed Shops at Deerfield Square 25 Deerfield, Illinois
Development Parking Demand and Analysis
The proposed restaurants’ hours of operation will be between 11:00 A.M. and 9:00 P.M. Monday through Sunday. According to the Village of Deerfield municipal code, for the purpose of off- street parking requirements, coffee shops are considered restaurants. Based on the Village code, the proposed development will have a parking requirement of 122 parking spaces, which includes the enclosed outdoor seating area, determined as follows:
2,050 s.f. Fast-Casual Restaurant
• One space per 60 square feet for dine-in = 35 spaces
3,600 s.f. Fast-Casual Restaurant
• One space per 60 square feet for dine-in = 60 spaces
1,960 s.f. Coffee Shop
• One space per 120 square feet for carry-out = 17 spaces
2,500 s.f. Optical Store
• One space per 250 square feet of business/professional service = 10 spaces
In addition, the peak period parking demand was examined using ITE’s Parking Generation Manual, 4th Edition for each of the proposed tenants. The fast-casual restaurants were analyzed as a Fast-Food Restaurant without a Drive-Through Window (Land-Use Code 933) and the specialty retail was analyzed as a shopping center (Land-Use Code 820) during a non-Friday weekday (non- December) and a Saturday (non-December) since no formation is provided in the manual for specialty retail (Land-Use Code 826). The peak parking demand of the proposed development based on the ITE rates will be 82 parking spaces as follows:
2,050 s.f. Fast-Casual Restaurant
• Weekday and Saturday peak parking demand: 8.2 vehicles per 1,000 s.f. = 17 spaces
3,600 s.f. Fast-Casual Restaurant
• Weekday and Saturday peak parking demand: 8.2 vehicles per 1,000 s.f. = 30 spaces
Proposed Shops at Deerfield Square 26 Deerfield, Illinois
1,960 s.f. Coffee Shop
• Weekday peak parking demand: 13.56 vehicles per 1,000 s.f. = 27 spaces • Saturday peak parking demand: 14.44 vehicles per 1,000 s.f. = 28 spaces
2,500 s.f. Optical Store
• Weekday peak parking demand: 2.55 vehicles per 1,000 s.f. = 6 spaces • Saturday peak parking demand: 2.87 vehicles per 1,000 s.f. = 7 spaces
As can be seen, ITE peak parking rates result in a lower parking demand and, as such, the Village’s parking requirements were included in the parking evaluation. Furthermore, the parking requirements of the proposed development were compared with the former use on site. As can be seen in Table 10, the Biaggi’s restaurant required 25 more parking spaces than the proposed development.
Table 10 ESTIMATED PARKING REQUIREMENTS Proposed Development Biaggi’s Restaurant
Required Parking Spaces 122 147
Vacant Space
Deerfield Square currently has four other units that are vacant, totaling approximately 8,620 square feet. Based on a parking demand ratio of 5.0 spaces per 1,000 square feet, the vacant space will generate a peak demand of 43 spaces.
Tables 11 and 12 show the hourly distribution of parking demand for each of the proposed uses within the proposed development. The hourly distribution for the restaurants and coffee shop were based on KLOA Inc.’s surveys of similar developments and for the optical store was based on the Urban Land Institute (ULI) shared parking study. As can be seen from Tables 13 and 14, the peak occupancy on Thursday will be 118 spaces occurring at 1:00 and 1:30 P.M. and the peak occupancy on Saturday will be 117 spaces occurring at 1:00 and 1:30 P.M.
Projected Parking Demand
Tables 13 and 14 show the hourly distribution of the parking demand for Deerfield Square, taking into account existing demand as determined from the traffic counts as well as the demand of the proposed development and the full occupancy of the vacant space. As can be seen from Tables 15 and 16, the peak occupancy on Thursday will be 812 spaces (92 percent occupancy) occurring at 12:00 P.M. and the peak occupancy on Saturday will be 695 spaces (78 percent occupancy) occurring at 12:30 P.M. Therefore, the parking supply within Deerfield Square will be adequate in accommodating the future parking demand of the existing center as well as the tenants within the proposed Shops at Deerfield Square.
Proposed Shops at Deerfield Square 27 Deerfield, Illinois
Table 11 SHOPS AT DEERFIELD SQUARE HOURLY PARKING OCCUPANCY – THURSDAY Time Period Optical Store Restaurants Coffee Shop Total Spaces 11:00 A.M. 8 81 15 104 11:30 A.M. 8 81 15 104 12:00 P.M. 9 95 13 117 12:30 P.M. 9 95 13 117 1:00 P.M. 10 95 13 118 1:30 P.M. 10 95 13 118 2:00 P.M. 9 86 11 106 3:00 P.M. 9 57 11 77 3:30 P.M. 9 57 11 77 4:00 P.M. 9 52 11 72 4:30 P.M. 9 52 11 72 5:00 P.M. 9 57 11 77 5:30 P.M. 9 57 11 77 6:00 P.M. 9 81 11 101 6:30 P.M. 9 81 11 101 7:00 P.M. 9 76 11 96 7:30 P.M. 9 76 9 94 8:00 P.M. 8 48 7 63 8:30 P.M. 8 48 5 61 9:00 P.M. 5 29 3 37
Proposed Shops at Deerfield Square 28 Deerfield, Illinois
Table 12 SHOPS AT DEERFIELD SQUARE HOURLY PARKING OCCUPANCY – SATURDAY Time Period Specialty Retail Restaurants Coffee Shop Total Occupancy 11:00 A.M. 5 81 15 101 11:30 A.M. 5 81 15 101 12:00 P.M. 8 95 13 116 12:30 P.M. 8 95 13 116 1:00 P.M. 9 95 13 117 1:30 P.M. 9 95 13 117 2:00 P.M. 10 86 11 107 3:00 P.M. 10 57 11 78 3:30 P.M. 10 57 11 78 4:00 P.M. 9 52 11 72 4:30 P.M. 9 52 11 72 5:00 P.M. 9 57 11 72 5:30 P.M. 9 57 11 72 6:00 P.M. 8 81 11 100 6:30 P.M. 8 81 11 100 7:00 P.M. 8 76 11 95 7:30 P.M. 8 76 9 93 8:00 P.M. 9 48 8 65 8:30 P.M. 9 48 6 63 9:00 P.M. 5 29 3 37
Proposed Shops at Deerfield Square 29 Deerfield, Illinois
Table 13 PROJECTED DEERFIELD SQUARE HOURLY PARKING OCCUPANCY – THURSDAY Time Existing Proposed Vacant Total Percent Period Demand Development Retail Occupancy1 Occupied 11:00 A.M. 460 104 36 600 68 11:30 A.M. 551 104 36 691 78 12:00 P.M. 655 117 40 812 92 12:30 P.M. 601 117 40 758 85 1:00 P.M. 551 118 43 712 80 1:30 P.M. 538 118 43 699 79 2:00 P.M. 490 106 40 636 72 3:00 P.M. 390 77 40 507 57 3:30 P.M. 373 77 40 490 55 4:00 P.M. 372 72 40 484 54 4:30 P.M. 414 72 40 526 59 5:00 P.M. 405 77 40 522 59 5:30 P.M. 458 77 40 575 65 6:00 P.M. 465 101 40 606 68 6:30 P.M. 420 101 40 561 63 7:00 P.M. 373 96 40 509 57 7:30 P.M. 301 94 40 435 49 8:00 P.M. 260 63 33 356 40 8:30 P.M. 209 61 33 303 34 9:00 P.M. 177 37 23 237 27 1 The shopping center parking lots will have a total inventory of 887 parking spaces
Proposed Shops at Deerfield Square 30 Deerfield, Illinois
Table 14 PROJECTED DEERFIELD SQUARE HOURLY PARKING OCCUPANCY – SATURDAY Existing Proposed Vacant Total Percent Time Period Demand Development Retail Occupancy1 Occupied 11:00 A.M. 481 101 30 612 69 11:30 A.M. 505 101 30 636 72 12:00 P.M. 519 116 33 668 75 12:30 P.M. 546 116 33 695 78 1:00 P.M. 536 117 40 693 78 1:30 P.M. 462 117 40 619 70 2:00 P.M. 424 107 43 574 65 3:00 P.M. 349 78 43 470 53 3:30 P.M. 329 78 43 450 51 4:00 P.M. 323 72 40 435 49 4:30 P.M. 323 72 40 435 49 5:00 P.M. 280 72 40 392 44 5:30 P.M. 248 72 40 360 41 6:00 P.M. 260 100 33 393 44 6:30 P.M. 246 100 33 379 43 7:00 P.M. 220 95 33 348 39 7:30 P.M. 223 93 33 349 39 8:00 P.M. 216 65 30 311 35 8:30 P.M. 181 63 30 274 31 9:00 P.M. 146 37 23 206 23 1 The shopping center parking lots will have a total inventory of 887 parking spaces
Proposed Shops at Deerfield Square 31 Deerfield, Illinois
7. Conclusion
Based on the preceding analyses and recommendations, the following conclusions have been made:
The proposed development will be located within the existing Deerfield Square shopping center and will contain two fast-casual restaurants, a coffee shop, and an optical store. Access to the proposed development will be provided via the existing Deerfield Square access roadways.
The results of the capacity analyses have shown that the existing roadway system generally has sufficient reserve capacity to accommodate the additional traffic to be generated by the proposed development.
The access system serving the site will continue to provide maximum access flexibility for both customers and employees.
The future parking needs of the proposed development will be able to be accommodated by the parking supply within Deerfield Square.
Proposed Shops at Deerfield Square 32 Deerfield, Illinois