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7.3 PZ-18-17 / 801 E. Rand Road / Speed-GMX Mount Prospect, LLC
2/20/2018 BoardDocs® Pro Agenda Item Details Meeting Feb 20, 2018 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD - 7:00 p.m. Category 7. NEW BUSINESS Subject 7.3 PZ -18-17 / 801 E. Rand Road / Speed-GMX Mount Prospect, LLC. 7.3a) A RESOLUTION APPROVING A FINAL PLAT OF SUBDIVISION FOR PROPERTY LOCATED AT 801 E. RAND ROAD, MOUNT PROSPECT, ILLINOIS (MOUNT PROSPECT POINTE) 7.3b) 1st reading of an ORDINANCE GRANTING ZONING MAP AMENDMENT AND CONDITIONAL USE FOR PLANNED UNIT DEVELOPMENT FOR PROPERTY LOCATED AT 801 E. RAND AND A PORTION OF THAYER STREET RIGHT-OF-WAY BETWEEN N. LOUIS STREET AND E. RAND ROAD, MOUNT PROSPECT, ILLINOIS Type Action Preferred Date Feb 20, 2018 Absolute Date Feb 20, 2018 Recommended Action 1) Enact a resolution approving a plat of resubdivision for Mount Prospect Pointe; 2) Enact an ordinance approving a zoning map amendment to rezone the subject property to the B3 Community Shopping District; 3) Enact an ordinance approving a conditional use for a planned unit development (PUD) consisting of four (4) principal buildings, including an automobile maintenance and service center and a drive-through establishment; subject to the following conditions: A. The petitioner shall pursue a traffic signal on Rand Road through the IDOT permitting process and shall pay all costs associated with the installation; B. The petitioner shall submit elevations and site plans for the fourth development pad for staff review and approval. A PUD amendment will be required if the plans are not deemed consistent with the overall approved plan; C. Install a 10' wide shared use path along the Rand Road frontage. Provide any necessary easements to locate the shared use path; D. Prior to obtaining the first Certificate of Occupancy, the Petitioner must submit owner's association documents for staff review and approval. The document must address long-term site maintenance, including snow removal and paving; E. Development of the site in general conformance with the plans prepared by Greenberg Farrow, dated January 12, 2018; and F. Compliance with all applicable development, fire, building, and other Village Codes and regulations." Goals Information The Petitioner, Speed-GMX of Mount Prospect, LLC, is seeking a conditional use to allow a final planned unit development (PUD) at 801 E. Rand Road. The Subject Property consists of two parcels that are proposed to be consolidated into one lot of record. The Subject Property is located in a prominent section of the Rand Road corridor, just north of the Rand Road, Central Road, and Mount Prospect Road intersection. Development of this site has been a priority of the Village and is one of the Village's top Strategic Plan Goals for 2018. The Petitioner is proposing to construct a commercial PUD "Mount Prospect Pointe" consisting of four principal buildings with related off-site improvements including public parking. The proposal would include an AAA automobile maintenance center, the Tile Shop home improvement center, and a Texas Roadhouse restaurant. The proposed fourth pad is slated for a future fast casual restaurant with a drive-through. https://www.boarddocs.com/iI/vomp/Board.nsf/Public# 1/3 2/20/2018 BoardDocs® Pro The proposed development would generate over $200,000 in sales and food and beverage taxes annually and over $200,000 in annual property taxes on what has been a vacant site for the last decade. The project will annually generate approximately $160,000 for the school districts without placing any burden on them. The project creates job opportunities in the village and expands its retail and service amenities available along the Village's primary commercial corridor. The Planning and Zoning Commission held a public hearing on January 25 to review the petition and give interested parties an opportunity to share any concerns/issues with the request. Several residents from the surrounding neighborhood to the west and south of the site attended the hearing. While the residents did not object to the redevelopment of the site per se, they voiced concerns about the proposed right -in only ingress from Henry Street. They had concerns with this curb cut increasing traffic throughout their neighborhood, even though it is designed for inbound traffic from the east only. A few of the residents were very vocal about how bad traffic is currently along Isabella, Gregory and Henry and felt the proposed curb cut would encourage more cut through traffic. Staff recommended no curb cut on Henry as it did not appear necessary for the development and understood this was an issue for the surrounding residents. After listening to the residents and discussing the matter at length, the P & Z voted to approve the project without the curb cut on Henry. After the meeting, the petitioner indicated that the project was in jeopardy (see attached letter) if the right -only ingress from Henry Street was not included as part of this development, citing its importance their current tenants and to attracting a tenant for the fourth pad. At the end of the day, staff does not object to the right -in only ingress on Henry Street, as it is unlikely this curb cut will generate cut -through traffic in the surrounding neighborhoods. The design of the ingress will make it very difficult for any vehicle traveling from the west on Henry to enter the site, and it's one-way design poses danger for those that attempt to exit onto Henry from the subject property. If the project is approved with Henry access as designed, the Police Department will enforce the restriction to ensure customers follow the approved traffic regulations. It should be noted that the existing time restrictions for turns onto Henry Street from Rand Road will remain in place. Alternatives 1. To Approve: 1. A Plat of Subdivision for Mount Prospect Pointe; 2. Zoning Map Amendment to rezone the subject property to B3 Community Shopping District; 3. A Conditional Use for a final planned unit development (PUD) consisting of four (4) principal buildings, including an automobile maintenance and service center and a drive-through establishment; subject to the following conditions: 1. The petitioner shall pursue a traffic signal on Rand Road through the IDOT permitting process and shall pay all costs associated with the installation; 2. The petitioner shall submit elevations and site plans for the fourth development pad for staff review and approval. A PUD amendment will be required if the plans are not deemed consistent with the overall approved plan. 3. Install a 10' wide shared use path along the Rand Road frontage. Provide any necessary easements to locate the shared use path. 4. Prior to obtaining the first Certificate of Occupancy, the Petitioner must submit owner's association documents for staff review and approval. The document must address long-term site maintenance, including snow removal and paving. 5. Development of the site in general conformance with the plans prepared by Greenberg Farrow, dated January 12, 2018; and 6. Compliance with all applicable development, fire, building, and other Village Codes and regulations. 2. Action at the discretion of the Village Board. Staff Recommendation Staff finds that the proposal meets the zoning map amendment and conditional use standards and that granting such requests would be in the best interest of the Village. Staff recommends that the Village Board approve the proposed zoning map amendment, plat of subdivision, and conditional use for a final planned unit development with recommended conditions. ,�i 71 �111111ii lar https://www.boarddocs.com/il/vomp/Board.nsf/Public# 2/3 2/20/2018 ooard0000@Pm ---------------------------------------------------- Tile Shop Shop E|evations, Signage, and Floor Plan.pdf(534 KB) ALTA Topo Survey. pdf (2,791 KB) ----------------------------------- BD Letter Letter and Standards.pdf (85 KB) BDApp|icatnn.pdf (208 KB) Civil and Landscape Hann.pdf(8,458 KB) Final Plat nfSubdivision.pdf(1,589 K8) Multi -Tenant Sign.pdf (125 KB) Operation and Easement Declaration - Mount Prospect.pdf (232 KB) ------------------------------ ---------------------------------------------------------' PZ -18-17 801 E Rand Minutea.pdf(54 KB) PZ -18-17 Public [omment.pdf(461 KB) -------------------------------------- — ------------------------------------ ------------------------------------------------------------------- Trafficand Signal Warrant Report for Mount Prospect Pointe Retail Development in Mt Prospect, ILO1-10- 2018.pdf(3,206KB) mtpa://vmww.boarddms.com/iKvomp/Boardoaf/pvNic# 3/3 February 5, 2018 Mr. Bill Cooney Community Development Director Village of Mount Prospect Community Development Department Village Hall 50 S. Emerson Street Mount Prospect, IL 60056 Re: 801 E. Rand Road — Henry Street Access Dear Bill: am writing regarding the Planning and Zoning Commission's (the "Commission") negative recommendation regarding our proposed right in only access on Henry Street. For the reasons described below, this point of access is critical not just to the success of our development, but its very viability. Without this right in access, the project does not go forward. Our hope is that the Village Board understands the importance of this access point and the implications if we are unable to deliver it to our tenants. As a matter of background, we heard the neighbors' concerns very clearly at the community meeting last October. From our perspective, it sounded like speeding, cut through traffic, safety of kids and users in Busse Park, and crossing streets in the neighborhood have been a problem for years. These conditions existed well before we bought the property and continue to be a problem even with our property sitting vacant. We listened to the community and, as you know, eliminated the right in/left out on Henry Street so that it was only a right in entrance. The proposed entrance is only about 200 feet west of Rand Road and is designed to prevent all but the most determined drivers from taking a right turn out. We frankly thought our compromise successfully ensured that our development would not contribute to or exacerbate the issues raised by our neighbors. We were surprised and disappointed that members of the Commission did not agree. The Commission did well to give everyone the opportunity to be heard. Unfortunately, it seemed that the passion of the crowd drove their recommendation rather than the merits of the development. We understand that the Commission's recommendation is typically given a measure of deference but in this case, we hope the Village Board takes into account the entirety of the situation and supports the Henry Street access. A right in point of access on Henry Street is a necessary element of this development. Elimination of any Henry Street access provides our anchor tenant with the opportunity to terminate its lease. Every tenant we have spoken with regarding the southern pad has clearly stated that access from Henry is a material deal point. As was said numerous times at the hearing, those prospective tenants want to know that if a southbound Rand customer misses the main entrance, there is still one last opportunity 400 North LaSalle Street, Suite 805 ® Chicago, Illinois 60654 w w,slpsee wagonproper-ties.coni for that customer to access the site. If that opportunity is not available, that customer in all likelihood keeps on driving. If we cannot deliver at least a right in access point, it is going to be extremely difficult to lease this last pad. The consequences are such that it does not make economic sense to proceed with the rest of the development if we know that there is a significant issue with leasing this last pad. Our capital, in all truth, would be better deployed elsewhere as we try to tenant the development or find a prospective buyer. Remember, we have spent three years trying to get tenants for this location. It has not been easy. Without proper access, we will lose the tenants we have and will not be able to replace them. The site is a good location, but not that good to overcome lack of access that tenants require. Like us, the Village has a lot at stake here. There is an immediate opportunity to develop a site that has sat vacant for decades. We estimate that once fully developed and stabilized, the development will conservatively generate $250,000 in sales and food/beverage taxes each year. In addition, the project will annually generate about $160,000 for the school districts without placing any burden on them. The project creates job opportunities in the Village and diversifies its retail and service offerings. Whether we are able to build this project or not, the traffic issues will persist. While not a contributor to these issues, we remain committed to help solve the problems. We are willing to work with the neighbors and the Village to fund speed bumps or other traffic measure to improve the situation. We believe that the combination of right in access only off of Henry and speed bumps strategically placed on Henry and Edwards, will slow down and discourage drivers from cutting through the neighborhood to avoid the traffic lights. Because of the critical nature of this point of access and notwithstanding the Commission's negative recommendation, we intend to present a plan to the Village Board which shows a right in point of access on Henry. We feel that we have thoughtfully addressed their concerns even where there is precedent for full access right across the street on Harvest Lane into the Menards. We will certainly reemphasize the points in this letter at the Village Board meeting if given the opportunity. Our hope is that the Village Board understands our perspective (and more importantly the perspective of our tenants), and recognizes the implications if we are not able to secure Henry access and is supportive of our site plan as proposed. Put simply, the development will not go forward without Henry Street access. We are mindful of the weight this statement carries, but the economics just would not work. The unfortunate result is that the site will remain vacant as it has for several decades, the jobs and tax revenue opportunities will be lost for the foreseeable future and the traffic problems will persist. nk v our consideration. rds, ount Prospect, LLC 400 North h aSalle Street, i i° u, 80 ° Chicago,Illinois 60654 LU LU 27 LU 4t LU LU < > C) LU Cf) S2= :z Cl) L, w 00 < oLU LU 0 w C) of fn u < U) < LU0- m LU 0 U) LL CD LU LUQ O in Fin < < Z: 2>r Lu U) 0UQ - T� W5 ry O n o 75 cl; Ill Ili ZO cl EE < L6 <�w — wyw -2 (if < m (1) o U) 00 < o <o != 0 O O C) o lo 0 2 E < o< ui HUI 0 'o < >: o' E E o .o 0 O ww uTw O Oz o I o O U5 c) z cD c5 cD O o:s CIO 06 O cz U) O CD LO (DOL— C-0 co SQ C) 0 cu L) C) (1) OL C/) 0 r) 75 CN C:) CN 00 C'14 C) 0 L— C13 C— C) > CD00 QCD a-) 00 O E 0 U Cf) w CDrilo < CD CCD D Z> 'A I— F- CD 0 0 F— (3 0 (J5 .9-- L. W0. 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Rd 11�1 64 A En F. VL Roh M .5 Lei Zt V1 LU Lei H ALTA/NSPS AND TITLE AND TOPOGRAPHIC SURVEY LEGAL DESCRIPTION THAT PART OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 42 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WEST OF RAND ROAD (EXCEPTING FROM SAID TRACT THE WEST 203.0 FEET THEREOF; AND EXCEPTING THE NORTH 33 FEET THEREOF; AND EXCEPTING THE SOUTH 33 FEET THEREOF), IN COOK COUNTY, ILLINOIS GRAPHIC SCALE 0 FOUND 7/8- O.D.I.P. UNLESS OTHERWISE NOTED POST INDICATOR VALVE (HELD LOCATION) CPP GATE POST (CONTROL POINT) 0Ds DOWN SPOUT 0 CONCRETE MONUMENT 7*1 TELEPHONE NETWORK INTERFACE ABBREVIATIONS + CROSS IN CONCRETE ®- IRRIGATION CONTROL VALVE �5 MANHOLE ® ELECTRIC BOX O.D.I.P. = OUTSIDE DIAMETER IRON @ STORM STRUCTURE TF = TOP OF FOUNDATION (5) SANITARY MANHOLE SIAMESE WATER CONNECTION FF = FINISHED FLOOR WATER MARKER FES = FLARED END SECTION 0 VALVE VAULT BORING HOLE VCP = VITRIFIED CLAY PIPE 'Cr FIRE HYDRANT DIP DUCTILE IRON PIPE 'C7 FLARED END SECTION OP GAS VALVE PVC POLYVINYL CHLORIDE -0- UTILITY POLE >— SANITARY SEWER —SAN— RCP REINFORCED CONCRETE PIPE RM CMP CORRUGATED METAL PIPE -O-L UTILITY POLE W/LIGHT )_ STORM SEWER —STM_ (R) RECORD BEARING OR DISTANCE -0- UTILITY POLE W/TSF —w— WATER MAIN (M) MEASURED BEARING OR DISTANCE — GUY POLE — c; —GAS MAIN (C) CALCULATED BEARING OR _E—ELECTRIC LINE * OVERHEAD TRAFFIC SIGNAL T — TELEPHONE LINE (D) DEED BEARING OR DISTANCE —OHW— OVERHEAD WIRES CONIFEROUS TREE R = RADIUS 8 * W/APPROX. DIAMETER CH = CHORD PIPE UTILITY CONTACTS DESIGN DIG #X060 1469 LOCATE DIG #X058 0558 NOTES 1. THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AND EASEMENTS SCHEDULE B EXCEPTIONS RECORD AS IDENTIFIED IN TITLE COMMITMENT NUMBER 1410-NW1700855 ISSUED BY CHICAGO TITLE INSURANCE COMPANY HAVING AN EFFECTIVE DATE OF MARCH 9, 2017. SCHEDULE 8 EXCEPTIONS Al AND J ARE NOT SURVEY Mt. Prospect - Public Works Dept THERFORE NOT SHOWN. Brown 2. THIS SITE FALLS WITHIN "OTHER AREAS ZONE X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DEFINED BY THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 170129 SURVEYOR'S CERTIFICATION 0208 J, MAP NUMBER 17031CO208J HAVING A REVISED DATE OF AUGUST 19, 2008. TO: SPEED—GMX MOUNT PROSPECT, LLC, A DELAWARE Schuessler COMPANY AND CHICAGO TITLE INSURANCE COMPANY 3. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR TOPOGRAPHIC SURVEYS, AND IS BASED ON FIELD WORK PERFORMED ON MARCH 15, 2017. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH RELATED AND LIMITED LIABILITY THE SURVEY ON THE 2016 M unicipality Cable Television Electric I I Natural Gas Telecommunications Water/Sanitary/Storm I I 1 Mt. Prospect Comcast Cable ComEd 50 S. Emerson St. Martha Gieras 630-576-7094 Mt. Prospect, IL 60056 630.600.6352 847-392-6000 martha_gieras(cDcable.comcast.com 847-392-6022 fax Wide Open West DISTANCE Paul Flinkow 630-536-3139 p_flinkowlO@wideopenwest.com Nicor Gas AT&T (Distribution) VIg 630-388-2362 630-573-5450 Donna gasmapsanicor.com 847-870-5640 ZAYO Fiber Solutions publicvvorksdeptpmountprospect.org Tim Payment 630-203-8003 MWIRD timothy. payment@zayo.com Joseph 312.751.3236 MCI joseph.schuesslor@mwrd.org Dean Boyers )�K GAS METER / DECIDUOUS TREE CB = CHORD BEARING :EK ELECTRIC METER 18�- W/APPROX. DIAMETER B.S.L. = BUILDING SETBACK LINE 931 TRANSFORMER PAD MS—MULTI—STEM I.I.E. = UTILITY EASEMENT (DRIP LINE SHOWN IS APPROXIMATE) D.E. = DRAINAGE EASEMENT 972-729-6322 investigations@verizon.com 4. THE SURVEYOR CONTACTED J.U.L.I.E. (JOINT UTILITY LOCATING MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA INFORMATION FOR EXCAVATORS) FOR AN ON—SITE LOCATE WHICH WAS SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ASSIGNED A DIG NUMBER OF X058 0558. THE UTILITIES AS MARKED AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(A), 6(B), 7(A), 9, 11, 13, 14, 16, 17, 18 AND 20 OF TABLE A THEREOF. LAND TITLE ALTA AND NSPS, 7(Bl), 7(B2), 8, THE FIELD TELEPHONE PEDESTAL ELECTRIC PEDESTAL P.U.E. = PUBLIC UTILITY EASEMENT ® TELEPHONE MANHOLE BITUMINOUS PAVEMENT P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING 11 CABLE TELEVISION PEDESTAL CONCRETE SURFACE BC = BACK OF CURB ® ELECTRIC MANHOLE DEPRESSED CURB BDC = BACK OF DEPRESSED (9 VALVE BOX FL FLOW LINE OP B/BOX GRAVEL SURFACE C CONCRETE Vinakom Dicky Patel 847-592-5785 dicky.patel@vinakom.com ON—SITE AT THE TIME OF THE SURVEY ARE SHOWN HEREON. ADDITIONALLY, THE SURVEYOR CONTACTED J.U.L.I.E. FOR A DESIGN WORK WAS COMPLETED ON MARCH 15, 2017. STAGE REQUEST FOR THIS SITE WHICH WAS ASSIGNED A DIG NUMBER OF X060 1469. INQUIRIES WERE SENT OUT TO THE VARIOUS UTILITY COMPASS SURVEYING LTD COMPANIES REQUESTING MAPS AND/OR ATLASES OF THEIR RESPECTIVE PROFESSIONAL DESIGN FIRM FACILITIES. THE INFORMATION RECEIVED TO DATE IS SHOWN HEREON. LAND SURVEYOR CORPORATION NO. 184-002778 L A L LANDSCAPE AREA P PAVEMENT SIGN G GRAVEL • BOLLARD POLE STONE SURFACE EW EDGE OF WALK + LIGHT VAW�tB�bRTACC�LE TW = TOP OF WALL LIGHT POLE TP = TOP OF PIPE LINE LEGEND LIMITS OF LAND PER LEGAL DESCRIPTION ADJACENT LAND AREA SUMMARY (TO HEAVY ONES) 5. NO OBSERVED EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING LICENSE EXPIRES 4/30/2019 CONSTRUCTION OR BUILDING ADDITIONS. T 40RAjPt.*H, 2017 DATE OF PLAT OR AP: H 2017 6. NO OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. "Iq WOOD FENCE IE =INVERT ELEVATION HH HAND HOLE PL = PROPERTY LINE MAILBOX -x—x- CHAIN LINK FENCE DS =DOWN SPOUT GAS MARKER METAL FENCE S.F. = SQUARE FEET ELECTRIC MARKER SL = SHORE LINE n n nMETAL GUARDRAIL TSF = TRANSFORMER TELEPHONE MARKER 0 OVERHEAD TRAFFIC P.U. & D.E. = PUBLIC UTILITY AND FLAG POLE SIGNAL DRAINAGE EASEMENT PARCEL LINE EASEMENT LINE CENTERLINE BUILDING SETBACK LINE SECTION LINE ------- EXISTING CONTOUR 217,922 SQUARE FEET OR 5.003 ACRES (BASED ON MEASURED VALUES 7. NO OBSERVED EVIDENCE OF WETLAND DELINEATION MARKINGS AT THE BY: LI TIME OF THE SURVEY. DAVID LIPSKI IL PROFESSIONAL RVEYOR NO. 3352 LICENSE EXPIRES LF Mich- - 8. IN ACCORDANCE WITH TABLE A ITEMS S(A) AND 6(B), A ZONING 1 3 %qzz - REPORT WAS NOT PROVIDED TO THE SURVEYOR. J: \PSDATA\2017 PROJECTS \1 7.0064\1 7.0064LTS.DWG Pd PROJECT DATE: 3-16-17 PC TK DRAWN BY TFS CHECKED BY DW BOOK 494 PG 60 UTILITY STATEMENT O > COMPASS rT1 SURVEYING LTD Zk 801 E. RAND ROAD Mt. Prospect, Illinois NO. REVISIONS DATE BY 1. ADDITIONAL TOPOGRAPHY 11 —21-17 TFS THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE FIELD EVIDENCE AND EXISTING DRAWINGS, MAPS AND RECORDS SUPPLIED TO SURVEYOR. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE 1 I ALTA SURVEYS 0 TOPOGRAPHY 0 CONSTRUCTION STAKING II CLIENT ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS 2631 GINGER WOODS PARKWAY, STE. 100POSSIBLE AURORA, IL 60502 PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMINgCLSURVEYING.COM GREENBERG FARROW ARCHITECTS 1430 West Peachtree Street NW, Suite 200 Atlanta, GA 30309 FROM AVAILABLE INFORMATION. THE SURVEYOR HAS PHYSICALLY LOCATED VISIBLE STRUCTURES; HOWEVER, HE HAS NOT Know what's below. PHYSICALLY LOCATED THE UNDERGROUND LINES. Call before you dig. 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A. 0, Ld 6,1 �9%9+ LO 10� S! 99 00 Z9, �9, D PL -------------- 8 -- -------------- ao <- C) 64� < q 616ED D U)WO N 6�19, m (0 c6 9. m 1 4.01 11 Q Pl� - 1,919+ �P+ I Ita It Q. a- a- U) 0 LIJ (X Ld C STREET -Q 0 0 U 190, ow- 0 J Ln -N .0 D CD IrIlb er. %9- M Ld V) Ld e 9A V) �p C/) ZE 0) CY) to 00 C� 4�- Ln L0 r- ip. 0 0 (0 (0 LO ? 0;9 F- 09, 0. V) co Lu LLI 0, m 00, 0. ;90+ rgc�A 0 1 V-11L -10, -10, �9. 00 Q 6 099 00, ... I . .. . -- IP : -- ZC----- , tA 660I j p)? 0 61. CL ------ - Ny 0 It 1% IQ, .......... iL-..J LQL) -,IQ, < 00,) CO > CD U) Ld < > 0) :2 z19> . If Fr 0 44 19. 19+ LC) (D tit C: A IL it C�, 6 21Y 1-i y�The! AutoClub Group December 6, 2017 1515 N. Westshore Blvd. Tampa, FL 33607 813-289-5800 The scope of product and service offerings to be extended at the proposed Mt. Prospect AAA Branch location will consist of motor club, travel, insurance, financial, and banking products and services, many of which are being now being offered at our current Mt. Prospect location, with the addition of vehicle maintenance and repair. The latter is a natural extension of AAA services to its members and clients in our efforts to bring additional value to AAA membership. With respect to the new vehicle maintenance and repair services, they will not fall under the heading of "major" vehicle services. The scope of work will be as follows: brakes, fuel injection, cooling system, lube/oil/filters, belts and hoses, battery and electrical, engine diagnostics and minor repair, tires and alignment, and minor transmission work. It should be noted that minor transmission work refers to fluid and filter changes. While we will help facilitate major transmission and engine work for our customers, such work is not performed on our site, but would will be contracted out to partner facilities that perform the work at their locations and then return it to us for delivery to our customer. Also, while we sell tires, it is a very small percentage of our business, and we do not display them at our facilities as they are delivered as needed by a local distributor. The Mt. Prospect site will not provide any "body shop" type of services including chassis, frame, body, fender, undercoating or painting. There will be no emergency road service vehicles staged at this site. Finally we are very sensitive to our environmental responsibilities. We produce very little waste and use above ground storage tanks to facilitate regular inspections. All hazardous waste is stored in accordance to law, and we use registered recycling and hazardous waste carriers to transport all such products. We are committed to working with the community to provide an array of valuable products and services to our members and clients in a responsible manner, being sensitive to the needs of our neighbors. Sincerely, Richard Reinke Managing Director, Real Estate & Logistics The Auto Club Group 1515 N. Westshore Blvd. Tampa, FL 33618 SPEED-GMX MOUNT PROSPECT, LLC RESPONSES TO CONDITIONAL USE STANDARDS 801 EAST RAND ROAD Proiect Background SPEED-GMX MOUNT PROSPECT, LLC, a Delaware limited liability company (the "Applicant") is the owner of the 5.8 -acre property commonly known as 801 East Rand Road and formerly known as the Mitchell Buick site. The site is currently vacant, unimproved and zoned R-1 Single -Family Residence District. The Applicant intends to seek the vacation of East Thayer Street between the west line of East Rand Road and a line approximately 151.25 feet to the west. This segment of East Thayer Street, which is zoned R-2 Attached Single -Family Residence District, is platted but unimproved. East Thayer Street effectively dead ends at the western edge of the proposed vacation parcel. The vacated right of way, which is approximately 0.78 acres, combined with the parcel owned by the Applicant, is referred to as the "Property." The Applicant proposes to develop the Property with approximately 31,000 square feet of retail/service space in four separate buildings, 251 off-street parking spaces, landscaping and storm water detention (the "Project"). Building No. 1, approximately 7,500 square feet, will be a dine -in restaurant. Building No. 2, approximately 3,200 square feet, will be a drive-through and drive-in establishment. Building No. 3, approximately 12,000 square feet, will be a building supply retailer. Building No. 4, approximately 8,400 square feet, will be an automotive maintenance and service user. The principal point of full access will be located at approximately the center of the Property along East Rand Road under proposed signalized control. A second, right in/right out only is proposed approximately 154 feet south of the full access point. Finally, the Applicant proposes a right in/left out point of access mid -site along East Henry Street. Surrounding land uses in the immediate area are (i) residential to the north (zoned RA Single - Family Residence District), (ii) commercial/office to the northeast, east and southeast (zoned B-3 Community Shopping District and B-4 Corridor Commercial District), (iii) residential to the south (zoned R-1 Single -Family Residence District and R-3 Low Density Residence District), and (iv) residential to the west (zoned R-1 Single -Family Residence District). In order to develop the Project, the Applicant is seeking, in addition to the Thayer right of way vacation, a rezoning of the Property to B-3 Community Shopping District, and conditional uses for the following: a planned unit development (with certain exceptions), a drive-through and drive in establishment, and an automotive maintenance and service center. I. Zonine Man Amendment Standards The Project meets the standards for a zoning map amendment from the R-1 Single -Family Residence District and R-2 Attached Single -Family Residence District to the B-3 Community Shopping District as follows: A. Compatibility with existing uses of property within the general area of the property in question; The Property abuts Rand Road and its historical land use and the Applicant's planned land use are both commercial/office. Commercial/off ce land uses are compatible with its location in the Rand Road corridor, wherein a inix of retail, restaurant, office, residential and institutional/public uses front Rand Road.' The land uses in the immediate general area include (i) residential to the north, south and west, and (ii) commercial/office to the south and east (i.e., the business/commercial uses located in- between the Business Center Drive corridor and the Mount Prospect Plaza development).' B. Compatibility with the zoning classification of property within the general area of the property in question; The existing R -I Single -Family Residence District and R-2 Attached Single -Family Residence District are not compatible with the zoning classifications of property within the general area of the Property fronting East Rand Road. The zoning classifications of the Property's immediategeneral area that front Rand Road do not include the R-1 Single -Family Residence District, but instead are (i) RA Single -Family Residence District to the north, (ii) B-3 Community Shopping District to the east and south, and (iii) B-4 Corridor Commercial District to the east.3 Apart from the RA Single -Family Residence District to the north's high-density townhome development without direct access to Rand Road, the Property's immediate general area that fronts Rand Road are all "office and business and industrial district" types. The Applicant's proposed zoning classification is the B-3 Community Shopping District and compatible with the Rand Road corridor because "as it relates to commercial development, the Rand Road corridor's predominate zoning category is the B-3 Community Shopping District".4 C. The suitability of the property in question to the uses permitted under the existing zoning classification; t Rand Road Corridor Plan, Vill. of Mount Prospect, Ill., pg. 7 (February, 2017). 2 Id. at 8. s Id. at 9. 4 Id. at 7. 801 East Rand Road Zoning Map Standards 2 The Property is not suitable for the uses permitted under the existing zoning classification. The Village has in fact identified single family residential uses in the and Road Corridor as a "challenge" since those homes experience high traffic and noise that is not typically desirables or compatible with surrounding commercial uses. This spatial circumstance is exacerbated because the Property is located in close proximity to the Rand Road/Mount Prospect Road/Central Road key intersection — a triangle intersection with a co -highest level of delay and vehicle queues that routinely extend beyond the intersection during peak commute periods. D. Consistency with the trend of development in the general area of the property in question, including changes, which have taken place in its present zoning classification; The proposed zoning classification is consistent with the trend of development in the general area of the Property because of all the major development activity identified in the Village between 2000 and 2006 which was located in the Rand Road corridor, one was a high-density townhome development and the rest were commercial. 7 In addition, the Property is specifically noted as a retail market opportunity space for future development.' E. The compatibility of the surrounding property with the permitted uses listed in the proposed zoning classification; The proposed zoning classification and its attendant permitted uses are compatible with the surrounding property because three of four of the Property's frontages are all "office and business and industrial district" types of equal to or greater intensity than the B-3 Community Shopping District, such as the (i) B-3 Community Shopping District to the east and south, and (ii) B-4 Corridor Commercial District to the east. F. The objectives of the current comprehensive plan for the village and the impact of the proposed amendment on the said objectives; As described below, the proposed amendment will meet the objectives of the current comprehensive plan for the Village because the Property is designated for a future corridor commercial land use.' The Applicant's proposed zoning classification is inclusive of such commercial activities. 10 See Item No. I(A) above. s Id. 6 Id. at 11. 7 2007 Comprehensive Plan Update, Vill. of Mount Prospect, Ill., Figure 2.13, pg. 19 (Adopted June 5, 2007). 8 Rand Road Corridor Plan at 22. 9 A Comprehensive Plan for the Vill. Of Mount Prospect, Ill., Vill. of Mount Prospect, Ill., pg. 84 (Adopted November 7, 2017 in Ordinance No. 6346). 10 Rand Road Corridor Plan at 22. 801 East Rand Road Zoning Map Standards 3 G. The suitability of the property in question for permitted uses listed in the proposed zoning classification. The proposed zoning classification and its attendant permitted uses are suitable for the Property because the Village has identified the Property for a future corridor commercial land use (e.g., primary uses including large format retail, restaurants, and other commercial uses, including all auto oriented uses)." The Project meets several of the key characteristics of corridor commercial as follows: (i) its proposed restaurant, retail and auto services uses provide a mix of uses that serve the needs of residents, as well as attracts visitors from the region, (ii) its development on vacant property encourages infill and redevelopment opportunities to provide a broader mix of uses, (iii) its systematic use of pedestrian refuge islands connected via marked crosswalks and traffic control devices encourages walkability through well -integrated pedestrian infrastructure accessible for all users and provides safe connections through parking lots and to adjacent uses, (iv) its proposed high-quality and character planned unit development is located in a high visibility area along a well-defined major corridor (i.e., Rand Road corridor) with convenient vehicular access that minimizes the impact on surrounding roadways with buildings that face the street frontages of Rand Road and Henry Street via principal access with an intended signalized intersection on Rand Road, secondary access using a right in/right out point on Rand Road, and tertiary access using a right in/left out point on Henry Street, (v) its intended new privacy fence abutting the rear of existing residences to the west provides appropriate screening when abutting existing residential neighborhoods, and (vi) several stormwater areas minimize impervious surfaces and offer best sustainability practices. 12 tt A Comprehensive Plan for the Vill. Of Mount Prospect, at 79, 84. 2 Id. at 79. 801 East Rand Road Zoning Map Standards 4 II. Conditional Use Standards for a Planned Unit Development The Project meets the standards for a condition use for a planned unit development as follows: A. That the establishment, maintenance, or operation of the conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare; The Applicant's proposed planned unit development conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare. In fact, the development will remove safety and security issues that exist on large, vacant parcels of land. Buildings will be constructed of high quality and attractive materials. The site will be well -lit and maintained to high standards. The Project will enhance the Village's real estate and sales tax base and promotes its economic vitality to the benefit of the general welfare. In addition, the proposed Project will ensure that single-family residential homes do not front on Rand Road in close proximity to the Rand Road/Mount Prospect Road/Central Road intersection with their attendant high traffic, delayed traffic, extended vehicle queues and noise across from existing intense commercial/office uses. The development will provide a buffer to existing residential areas to the west of the Property. B. That the conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located; The Applicant's proposed planned unit development conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes proposed. All proposed uses will be compatible the character of the Rand Road corridor existing mix of retail, restaurant, office, residential and institutional/public uses fronting Rand Road. The Applicant is also proposing several Project elements which minimize impacts on nearby residential uses. For example, the Applicant plans a 20 foot landscaped buffer to the west, which will include substantially more trees than required by the Village, with a new, 6 -foot privacy fence. In fact, the redevelopment of vacant land will provide a mix of uses that will serve the needs of residents and attract visitors from the region. Such new amenities are anticipated to increase and strengthen property values within the area. C. That the establishment of the conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; The Applicant's proposed planned unit development conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district pursuant to the Property's designation as a corridor commercial land use. See Item Nos. I(F) and I(G) above. 801 East Rand Road PUD Standards 5 D. That adequate public utilities, access roads, drainage and/or necessary facilities have been or will be provided; The Applicant's planned unit development will ensure that adequate public utility, access and drainage facilities will be provided for the Project. For example, there are more than adequate electric and natural gas facilities to serve the Project. The Applicant's engineers have developed a plan which ensures sufficient sewer and water service. Moreover, as described above and below, the Applicant has designed ingress and egress to ensure safe and efficient traffic movements within the Property boundaries and onto abutting roadways. Finally, the Applicant is providing stormwater detention facilities that meet or exceed Village standards. See Item Nos. I(G) above and II(E) below. E. That adequate measures have been or will be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets; As described above, the Applicant's planned unit development has taken measures to ensure ingress and egress designed as to minimize traffic congestion in the public streets. For example, the Applicant is proposing signalized control of its main point of access and has designed the access point to align with the retail center on the east side of Rand Road. In addition, the Applicant has designed the Henry Street access to minimize cut through tragic on Henry Street. Finally, the Applicant is proposing a deceleration lane and north bound Rand Road re -striping to ensure safe and efficient traffic movements. See Item Nos. I(G) and II(D) above. F. That the proposed conditional use is not contrary to the objectives of the current Comprehensive Plan for the Village; and As described above, the Applicant's proposed planned unit development conditional use is consistent to the objectives of the current Comprehensive Plan for the Village. The Project is a low-density development that provides a mix of service and retail tenants. The Project also enhances the Village's real estate and sales tax base and promotes its economic vitality. See Item Nos. I(F) and I(G) above. G. That the conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located, except as such regulations may, in each instance, be modified pursuant to the recommendations of the Planning & Zoning Commission. The Applicant's proposed planned unit development conditional use will conform to all applicable B-3 Community Shopping District regulations except to the extent deviations and exceptions are authorized by the Village Board. 801 East Rand Road PUD Standards 6 III. Standards for a Planned Unit Development First, the Project meets the general standards for a planned unit development as follows: A. Except as modified by and approved in the final planned unit development plan, the proposed development complies with the regulations of the district or districts in which it is to be located. As described above, the Applicant's proposed planned unit development will comply with all applicable B-3 Community Shopping District regulations except to the extent deviations and exceptions are authorized by the Village Board. See Item No. II(G) above. B. The principal use in the proposed planned unit development is consistent with the recommendations of the Comprehensive Plan of the Village for the area containing the subject site. As described above, the principle use of the Applicant's proposed planned unit development is a mix of service and retail tenants, which are consistent with the current comprehensive plan for the Village's recommendation for the area as a future corridor commercial land use. See Item Nos. I(F), I(G), and II(F) above. C. The proposed planned unit development is in the public interest and is consistent with the purposes of this zoning ordinance. As described above, the Applicant's proposed planned unit development is in the public interest. In addition, the Applicant's proposed planned unit development is consistent with the purposes of this zoning ordinance of protecting and promoting the health, safety, comfort, convenience and general welfare of residents of the Village, achieving this purpose by the following objectives: (i) provides zoning for the Property with a goal of conserving the value of surrounding buildings and the subject land and encouraging the most appropriate use of land throughout the Village identified as a commercial/office land use, (ii) protects residential areas from encroachment by incompatible uses with a buffer of landscaping and commercial space fronting Rand Road, along with a new privacy fence, and ensures that land designated by the specific proposed zoning classification of B-3 Community Shopping District shall not be adversely effected by inappropriate uses (e.g., single-family residential homes), (iii) establishes reasonable and safe standards to which buildings shall conform via a comprehensive planned unit development site design, (iv) establishes appropriate standards for the provision of light, air, safety, and open space via a comprehensive planned unit development site design, (v) as described above, prohibits the development of land which is identified as a retail market opportunity space for future development with inappropriate single-family residences and to provide for adequate drainage amounts of impervious surface on lots as an attempt to reduce localized flooding, (vi) provides a rational relationship between residential, business and commercial uses pursuant to the comprehensive plan of the Village, (vii) allows a rational development of land that will ensure proper living and 801 East Rand Road PUD Standards 7 working conditions and proper relationships between residential and nonresidential development, (vii) as described above, facilitates development in a fashion whereby all public utilities are already adequately provided, (viii) establishes minimum standards to which uses of land and building shall conform via a comprehensive planned unit development site design, and (ix) provides for the regulation of nonconforming uses, nonconforming structures, and the gradual elimination thereof via a comprehensive planned unit development site design. See Item Nos. I(D), II(A) H(D), and II(F) above. D. The streets have been designed to avoid: (a) Inconvenient or unsafe access to the planned unit development; As described above, the Applicant's proposed planned unit development has designed streets to avoid inconvenient or unsafe access and also to ensure efficient traffic flow. See Item Nos. I(G), II(D) and II(E) above. (b) Traffic congestion in the streets which adjoin the planned unit development; As described above, the Applicant's proposed planned unit development has designed streets to avoid traffic congestion in adjoining streets and also to ensure efficient traffic flow. See Item Nos. I(G), II(D) and II(E) above. (c) An excessive burden on public parks, recreation areas, schools, and other public facilities which serve or are proposed to serve the planned unit development. Given the retail/commercial nature of the Proiect, no burden will be placed on the above -referenced public facilities. Secondly, the Applicant proposes the following exceptions to the planned unit development: (i) permit parking lots in the required rear yard (west) and side yard (south), (ii) eliminate certain parking lot landscape island requirements, (iii) permit a fence structure in the vision clearance restricted area of the southwest exterior side lot line, and (iv) such other relief that Village staff may identify (collectively, the "Exceptions"). The Project meets the standards for a planned unit development with other exceptions as follows: E. Any reduction in the requirements of this chapter is in the public interest. All proposed Exceptions are in the public interest. The minor reductions to the minimum off street parking and parking lot landscape island requirements are to produce an acceptable balance between estimated parking needs, privacy to abutting residential areas and maintaining attractive and functional landscaping. 801 East Rand Road PUD Standards 8 F. The proposed exceptions would not adversely impact the value or use of any other property. The proposed Exceptions would not adversely impact the value or use of any other property. The proposed Exceptions are necessary to overall Project design. See Item Nos. II(B) above, and IV(B) and V(B) below. G. Such exceptions are solely for the purpose of promoting better development which will be beneficial to the residents or occupants of the planned unit development as well as those of the surrounding properties. The proposed Exceptions are solely for the purpose of promoting better development to benefit the occupants of the planned unit development as well as those of the surrounding properties. The proposed Exceptions are necessary to overall Project design. See Item No. I above. H. In residential planned unit developments the maximum number of dwelling units allowed per acre shall not exceed forty eight (48) units per acre for developments incorporating senior housing or assisted living facilities. Not applicable because the Project is not a residential planned unit development. I. All buildings are to be located within the planned unit development in such a way as to dissipate any adverse impact on adjoining buildings and shall not invade the privacy of the occupants of such buildings and shall conform to the following: All Project buildings are located within the planned unit development in such a way as to dissipate any adverse impact on adjoining buildings and shall not invade the privacy of the occupants of such buildings. (a) The front, side or rear yard setbacks on the perimeter of the development shall not be less than that required in the abutting zoning district(s) or the zoning district underlying the subject site, whichever is greater. All Project buildings will adhere to the applicable Village setback requirements. (b) All transitional yards and transitional landscape yards of the underlying zoning district are complied with. All Project buildings will adhere to the applicable Village transitional yard and transitional landscape yard requirements. 801 East Rand Road PUD Standards 9 (c) If required transitional yards and transitional landscape yards are not adequate to protect the privacy and enjoyment of property adjacent to the development, the Planning and Zoning Commission shall recommend either or both of the following requirements: The required transitional yards and transitional landscape yards are adequate to protect the privacy and enjoyment of property adjacent to the development. (i) All structures located on the perimeter of the planned unit development must be set back by a distance sufficient to protect the privacy and amenity of adjacent existing uses; All structures located on the perimeter of the planned unit development will be set back by a distance sufficient to protect the privacy and amenity of adjacent existing uses. (ii) All structures located along the entire perimeter of the planned unit development must be permanently screened with sightproof screening in a manner which is sufficient to protect the privacy and amenity of adjacent existing uses. Not applicable because there all no structures to be located along the entire perimeter of the planned unit development. (d) The area of open space provided in a planned unit development shall be at least that required in the underlying zoning district. No open space is required in the B-3 district. 801 East Rand Road PUD Standards 10 IV. Conditional Use Standards for a Drive -Through and Drive In Establishment The Project meets the standards for a condition use for a drive-through and drive in establishment as follows: A. That the establishment, maintenance, or operation of the conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare; The Applicant's proposed drive-through and drive in establishment conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare. The buildings have been designed to ensure safe and efficient traffic flow and also to minimize pedestrian/vehicular conflicts. The proposed restaurant will provide convenient dining options for people on the go and families. Moreover, the restaurant enhances the Village's real estate and sales tax base, promotes its economic vitality and provides retail/service diversity in the Village. All of these elements inure to the benefit of the general welfare. The drive-through and drive in establishment will provide a sufficient drive-through vehicular stacking area. The stacking lanes will be separated from primary parking areas via a landscaped median and will not interfere with other on-site circulation, parking facilities or pedestrian walkways. See also Item Nos. II(A) and II(F) above. B. That the conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located; As described above, the Applicant's proposed drive-through and drive in establishment conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the putposes proposed. The western side of East Rand Road is heavily commercial and retail. Also, the Applicant is proposing several Project elements (e.g., a 20 foot landscaped buffer to the west with a new, 6 -foot privacy fence) to minimize any impacts on nearby residential uses. See Item No. I(B) above. C. That the establishment of the conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; As described above, the Applicant's proposed drive-through and drive in establishment conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the business district. The Village land use and planning documents designate the property as a corridor commercial land use, which includes large format restaurants, and other commercial uses, including all auto oriented uses. See Item Nos. I(F), I(G), and IV(B) above. 801 East Rand Road Drive -Through Standards VILLAGE OF MOUNT PROSPECT Community Development Department — Planning Division 50 S. Emerson Street Mount Prospect, Illinois 60056 Phone: (847) 818-5328 Fax: (847) 818-5329 Zoning Request Application OFFICIAL USE ONLY (To be completed by Village Staff) Case Number: P&Z - - Date of Submission: Hearing Date: Development Name/Address: Address(es): Zoning District (s): R1 & R2 I. SUBJECT PROPERTY Property Area Parcel Index Number(s) (PIN): 03-35-302-006 & 007 Adjacent Zoning Districts: To the North: R 2 To the South: R1 & R3 To the East: B3 To the West: R1 229,097 Sa.Ft. Adjacent Land Uses: To the North: Multi -Family Residential To the South: Single&Multi-Family Residen To the East: Commercial To the West: Single Fami y Resi entia II. ZONING REQUEST(S) (Check all that apply) Conditional Use: For PITT)., VPh i r 1 P R Ta 1 r & I)ri up—Th ril ILgP.g ❑ Variation(s): From Chapter 14, Section(s) R1 (SP) ❑x Zoning Map Amendment: Rezone From ❑ Zoning Text Amendment: Section(s) & R2(vacated Thayer) B3 to ® Other: Plat of Vacation & Consolidation (to include Thayer Street ROW) Official Use Only (To be completed by Village Staff): ❑ Administrative, ❑ P&Z Final, ❑ Village Board Final 1LLC wJ 11V1.1. 1"1-1 /Q-JrJ, JQ I. JCL 1-,r 1)U1L LLQ-Vrl Texas Roadhouse: M -F 4p -11p, Sat lla-12a, Sun 12p -10p 7 al Gib III. SUMMARY OF REQUESTED ACTION(S) To redevelop existing site located at Rand Road, between Henry and Thayer Streets r commercial Rezoning of ro ert to uses, application includes requests r tlie followir B3• Conditional use permit for PUD; Conditionaluse permit Conditional rmi for vehicle repair use ; for riv - hru (fast casual food user);n Plat of vacation & consolidation to incorporate Thayer Street ROW into eve opmen . See attached statements of case, Hours of Operation: AAA: M -F 8:30a -5:30p, Sat/Sun Closed 1LLC wJ 11V1.1. 1"1-1 /Q-JrJ, JQ I. JCL 1-,r 1)U1L LLQ-Vrl Texas Roadhouse: M -F 4p -11p, Sat lla-12a, Sun 12p -10p 7 al Gib Name: Interest In Property: Address: Work Phone: Fax: VI. EXISTING SITE INFORMATION Building Size: NA Sq. Ft. Tenant Space Size: NA Sq. Ft. Land Use: Vacant Building Setbacks: (N) NA Feet, Inches (S) NA Feet, Inches (E) NA Feet, Inches (W) NA Feet. Inches Lot Coverage: (Overall Impervious) NA Sq.Ft. Parking Provided: NA Standard NA Accessible Corporation: Cell Phone: Email: VII. PROPOSED SITE INFORMATION Building Size: Sq. Ft. Tenant Space Size: For site proposed Sa.Ft. site inzormazion, Land Use: please reference Building Setbacks: (N)attached zoning relDorts, Feet, Inches (S) Feet, Inches (E) Feet, Inches (W) Feet. Inches Lot Coverage: (Overall Impervious) Parking Provided: Sq. Ft. Standard Accessible :3 com com om VIII. DEVELOPMENT/PROJECT PROFESSIONALS 1. Developer Name: SPEED-GMX MOUNT PROSPECT, LLC / Jonathan Feld Address: 400 N. LaSalle, Suite 805, Email: jon@speedwagonproperties icago, Phone: 847-922-1116 Fax: 2. Architect Name: JTS Architects / Scott Shust Address: 450 E. Higgins Road, Suite 202 Email: scottshust@jtsarch.com Elk Grove Vi age, IL 6007T— Phone: 847-952-9970 Fax: 847-574-8075 3. Engineer Name: GreenbergFarrow / Jeff Rath & Marisa Kolman 21 S. Evergreen Avenue, Suite 20E9 jragreenl5ergfarrow.coi Address: mail: Arlington eig s, Phone: 224-764-0739 Fax: :3 com com om 6,Attorney Narne° Dyema / Paid."Iew Scott �]- 'I VE", �e� 230O Address, aCkE. 1) 2' � SuJ t Eiri 410 apscot tck@dykema. coria Phow 312 627 8325 F°ax'o 866-950-3678 fn consideration of the inforrnation coirita4ied in this petifion as wefl as 61 supporting docunientation, pt is reCp Uested that approvap be given to 'this reqUest The apjrAr,,.ant is the owneir or authorized representative of the owner of the property, "T'he Petitioner and the owner of the property grant ernpfoyees of the Vii1age of Mourn Prospect and their agent's peininhssioin to einter darn 'the property dudng reasonaWe hOUr'S for ViSUai inspection of the subJect property, heireby affirm that all information Iprovded herein and iin all irnaterials SUbMitted in associabon with this apphcation are true aind accuirate to C � best of' De_kino,We(Jge, APJDPlica nt C, Date: - ........ . ......................................................................... . . . . ..... . ... .......... ................................ .............. ----------------------- (S�19natLU'Ll) I A �3 D - ---------------------------------- I ................. .................................... (Print Narne) if applicant is not property owiner: p hereby designate the applicwit to act as my agent fothe Ipurp ose of seeking the zoning request(s) described In this apljpkaficm and the associated supporting Material. Propo.nrty Owner: (Signature) (Print Name) m Date: Affidavit of Ownership (;0LAITTY OF COOK STATE OF ILUNUS J(A under oath, state that l arn (print narne) ttie sole owner of the property an owner of the property an authorized officeir for ffie owner of the property 801 East Rand Road, Mount 8 t comMonly descdbed aE�- Pro ---- - --- (Iproperty address and PlN) 03-35-302-007- 03--35-302-006 -- - ------------ -- - - - ------ ... ...... and that SUGh property is owned by SPEED-GMY. KOUNT PROSPECT, LLC (prnt name) Subscdbed and swom totefore rine tNs day of 20-"-----. Notafy Pubk m as of tNs date, ,khat tufe Manager of 'fipeedwagon Propex-Ly Management, manager of SPEED mGMX MOUNT ]PROSPECT, LLC' 00 O C%4 -T LL. 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LU w co er" 0 to 0 c z w ui uj w YCi z En e" OR Nit cm CL s cc in OP IA_ 44 LLJ R �S CL IL 9 ME 1'4 z cp z O�n0 P.4 w I g a.L`W w w w LU z z LU w z LU p 5 C3 U) w uj P_ 2i en..zF �rj �W� WIN Igo C) 9 tk 3q F? AD LLJ .Z Es LLI gCD 1 0 '? E5 p i W� �� 60 uj iE rn r. 99 It, got ows w � w r.: d cl; FINAL PLAT OF SUBDIVISION P.I.N. 03-35-302-006 OF 801 03-35-302-007 801 E. RAND ROAD PROSPECT, N015 MOUNT PROSPECT POINTE MOUNT GRAPHIC SCALE 60056 PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 35 TOWNSHIP 42 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. ('N T) .00U ENUTAJIMEI 0030305015 \ E RER DD3D3 P.O.B. IDOT DNT EDICATION SET GDNFOUND CROS', 9a aAUTHEAS..L OF SET ./e" O.D.I. HEREBY GRANTED \\ \. TRUE CORNER &SOLA LINE EXTENDED 589'52'22"E 150.37' ( J`\' (HELD) FOUND 17 O.D.LP. 73'NORTH (.AT RLY \ & 100.OT NORTHEASTERLY IuvaovEo) F III RI:HY V'ACATI�. T) —� TSTRF 7- o5lno I—smnory To 5975a'D3"(R) �Ex :E I TOA I Isoo'(R) F a SOUTH g NEST 7 - xTE �I (HELD EAST—WEST) \ \�,FOUND CROSS 20' WEST OF g \ (HELD. Ory UrvE E LADED ., I I I CROSS 205 HEREEv creq EASEMENT \ \ T OFUNE TE WES\\ w 2 o 9 aA F D T Te" 0 a EE .. \ ILLINOIS T�EPARTMENTPOFPTRANSPORTATIONE o o1z wE of uNF o.DLPEa I I I \ I I I r yol O11LRT SUBDIVISION p DocUMENT NUMBER 92461K56 �_f!I L \ TER NE \\\ \ �I FULL ACCESS w \ ET 7/a o .I.P. a 0 1 3 s SET 7/8" o. D. I. P. \ u/FRANOOCUMEB LO RUN R2 RE 16...E, ADDITION d s CECIL lEC \ 12..0' \ TT ✓ \ EIj 21 w 10.52' \ ST OF LINE 9s ^ �I SET ./s' O. D.I.P. 5� ¢ r z al \\ ON TRAIL E EMENT FF LOT I I I HERElEllevTGRaNTED \ \ I \\ WEST OF LINE 17 \ \ CENTEILDE \ A RICHT IN RIGHT\ \ D 75a" a j ouT\ wE of LINE I I �� � FOUND 117 WEST OF LINE pll \ � al I n�w\ A I I I \ \ ml I \ \ N I I -- unu= FASUnENT "'Y CI �\ \ m1 .-IAO's J4,C�.J N8953'42"W 571.20' FaurvD N 2. D' WEST DOF E _"EC" I?2 NF GROUSE Fx of _ (HELD) A _ _ MEN _ _ _ _ _ _ _ STAT III 2.1 111THEAITEILY IF TRUE c NFR ON LINE COTENDED TRUE c NER , aN LINE EOTENDED /FR (HELD) IN R (2 OF HELD)IND oRINIF SERAF11 E'S FIRST ADDITIAN LFpgNH sERAFINE's sEcorvD Wool rlary G 2 Po ryo /FlANKOuERAF INEUS E CON. ADDITION DOW FRANK 111AFINI'S THIRD ADDITION BLOCK 9 6'.968 DAGu BLDG: 1 1.53100 D ENT ON M R 17531 oa a�s2 nam OF TR?0 2 13 2 2 SQ 2 DOCUMENT NUMBER 1774921 .� 00 2 2 ? r2p o ACCISS :R,0. I:: THERE 91— BE ONE RIGHT IN -RIGHT OUT AND ONE FULL 5END TAx RILL TO. ATiLRLV'CATTONS WIICULAR ACCESS DRIVEWAY FROM U.S. ROUTE 12 (RAND ROAD) PATH THE GENTERUNES AS SHONN ON PLAT.- CT, LLC MOUNT MAN ATTNo NFlIA LE, 11 TE N Drs {{Rj 1 REcoRo eEAawc oRRDisFnNce E AREA SUMMARY Ac511ILE ND� (GEE) 1327 11e lo) _MEASURED BEARING OR DISTANCEN� 1'R: 11, 1.1ue Lec;eND GROSS 229,097 SQUARE FEET OR 5.259 ACRES (((( 1111 T 7/a' O.OT.v. LINE UNLES OTHERWISE NOTED — LINE R.O.W. DEDICATION 3,446 SQUARE FEET OR 0.079 ACRES PAGES RAN AGE EATENT• —= ADJACENT AND PARCEL urvE NET AREA 225,651 SQUARE FEET OR 5.180 ACRES R AECORDERSDBAX 6324 PLC ED CD CRETE MONUMENT = NT UNLESS OTHERWISE CIA BEAUTY' LOT LNECK NOTED ---- ENTERE (BASED ON MEASURED VALUES) RE EPIINTPOF PO UP DRAINAFEEASEMENT E IUNLINE NOTED N LINE cramoro\zai�aawscs\�� ooca/ice ooca—oz� ooso-oemrvmuoATlorvnwc _ Q - SuiLVEYIRG LTD RG 1-iiu7r s'rar>:\Atvr as FINAL PLAT OF SUBDIVISION „x wT 101 TI ,,,;, NGNLL 0 KR ARROW ARCHITECTS Fn,s xExuti b ,a , ., _ .RC, m .o "o " RECREATION TRAIL E.ASEN ENT PROVISIONS RMANENT NON-EXCLUSIVE EASEMENT A HEREBY RESERVED R AND GRANTED TO THE VILLAGE OF MOUNT PROSPECT. ITS HEIRS. SUCCESSORS AND ASSIGNS OVER ATII LIST ERIESENT FOR REPAIR REPLACE INS DAINTA N TIE RECREATION TRAIL ITTIN ` , ".,IT EASEMENT AREA GETHER �j TO TIE 11-7 AT ACCESS FOR TIE NECESSARY PERSONS AID R EOCU PMENT TOER COMPLETE AN' AT THE A ...IITI TIE RIGHT OESTRIAN AND NON -MOTORIZED OFTRANSFER TRAFFIC THE RIGHT EIS ALSO, GRANTED TO CUT DOWN. THAT DO NOT TIEN 01 LITE' INTERFERE 11TI TIE AFQlESIID USES 01 RIGHTS OWNER'S CERTIFICATE STATE CF COUNTY OF ) 55 SURVEYED AND PLATTE , A, UP 'ALS, HEEGC FBI THE USES AND PURPOSES THERE N "T FIRTH AD IFFIll AND PROVIDED By STINTE AND HEREBY AINIVILE1. A ANN AGAPT, TIE SAME UNDER TIE STYLE AND TITLE AFORESAID, BELIEF' SAID GO a DI VISION LEE ENTIRELY WIND THE LIMITS DF SCHOOL rRlcr(S) NOTARY'S CERTIFICATE STATE OF E COUNTY OF I, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT TV THE TBREC.1r.WNERS BEFORE ME THI DAY NO A DELIVERED THE SAID INSTRUMENT AS THEIR NE/SINSTRUMENTOWN FREE AND VOLUNTARY ACT, FORSET FDRTHGIVEN UNDER MY HAND AND NOTARIAL SEAL THIS PAY IF THE USES AN D OF RPOSES TITER El , COVICAST FASFMFNT PROVISIONS A CAN ILL NO IO (" E,EN TV AT DD LoucAIT EA NSP ECT AND REMOVE A BIOAUVAND PCM E REFERRED TO AS THE GFDMPANl ry (HER j Eo EINAFTER S AND TO THE DURING THE TERM OF THISMEASEMENi. ENT AREAA ABU TIME AND FROM TIME TO TIME IRAN To R AGREES FIR TSELF IND TI IUIIEIIIII AND ASS IN A THAT THE PUMP AN y A, N I A N THE PROPERTY "ALL A, AND ll.AN 11 .. A FINAL PROPERTY IF THE IRANTEE FIR 11 THE TERM IF TH I EASE T AND MAY NOT BE ALTERED OBSTRUCTED OR REMOVED THRUT THE EXPRESS R111 TEN CONSENT OF THE GRANTEE EXCEPT AS SET FORTH HEIRI THE EASEMENT R GHT, GRANTED HERE N THE GRANTES 'HALL MADE SURFA ICE 111TIRATINI. NILUDNI BUT NIT Ll TED TV THE FOLLOWING: BACKFILL ANY TRENCH PER RE CONCRETE AND ASPHALT U,FAE,, TO EXCESS FEARS, MAINTAIN AREA IN A GENERALLY CLEAN AND WORKMATULK VII.I.AGF COIFCTOR CFRTIFICATF STATE OF ILLINOIS )SS COUNTY OF COOK ) FINAL PLAT OF SUBDIVISION OF MOUNT PROSPECT POINTE PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 35 TOWNSHIP 42 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. BOARD OF TRUSTEES CERTIFICATE STATE OF ILLINOIS) SS COUNTY OF OK) LASEVILN'I PROVISIONS AN EAIEIENT FOR SERINI THE 1111 1111 AID OTHER 111PEITY ITH ELECTRIC TO CONSTRUCT, OPERATE, REPAIR MAINTAIN, MODIFY, RECONSTRUCT, REPLACE SUPPLEMENT RELOCATE AND FROMTME ToGUYS, a Iu v'ME�"I7HORs, ONDUITs ANYOLES T ANSFORMERS, PEDESTALS, BLE., cPOLES CABINETS OR OTHER FACILITIES USED IN CONNECTION WIN OVERHEAD AND LINES'SOUNDS AND DONALD IN OVER UNDER ACROSS 'LONG AND PON OF THE (ORT DESONA TON' HE IIRFACE EOANDARKEDEASEMENT�UMM EASEMENT � PHOTO E. PLAT ON) THE PROPERTY DES ONATED IN THEDELAATON PROPERTY CONDOMINIUM 'NO P ON THIS PLAT AS PROMMON ELEMAN TS' AND THE PROPERTY CONDOMINIUM ON THE POR ST SCOMMON MON AREA OR AREAS". AND THE PROPERTY DESIGNATED IN THE PLAT 'OR UNDER THE AND BUILD OR TOGETHER WIN THE R GIFTS TO INSTILL RED FE CONN TIONS OVER E $REON E OF EACH LOT ANO COMMON AREA AS AREAS TO SERVE IMPROVEMENTS THEREON. OR ON ADJACENT LOTS. AND COMMON AREA " AREA" THE I IHT TO IM, TRI' OR REM"E TREE" OF AL%FY AGTl`E ANSA AAPLNIS AND TV MAY BE REASMABLI EUS FROM THE SURFACE AND SUR R A A REQUIREDDN E R GOT TO ENTER UPON RGPETy TO, ALL PURPO PER' THE SUED VDE' PC ES (DR ON)FACILITIESO.UCUCTIANX SHALL NIT BE PLACED A— GRANTEES IM LAR PON DR TI OVER THE CM NT, E.'(OR SIMILAR DESIGNAfl0l) INPUT IRAN EI SUBDIVIDED PROPERTYAFTRN SHALLA NOi AAYTEllElHINARLITI AA THE CIANI OF THE AS TO INTERFERE ITH THE PROPER 'PER'TON AND MAN HEYANCE TITER EDT THE TERM COMMON ELEMENTS IHALL HAVE THE MEANING SET FIFTH AMENDED, FROM TIME TO TIMENIU SUCH TE" N THE PROPERTY ACT, CHAPTER ]61 ILCS 6O1/GRAS THE TERM "M'ON AREA OR AREA"' NET NED " A LIT, PARIEL IS AREA N 'IT GTE OR A ' AN A .. RTI' N KEPT TO THE ' IAIATELY -NIA LOTS IAIIILI FEE INATEI IN THE PLOT 'OPEN SPACE' 'OPE AREA COMMON O ND' PA K NG AND 'COMMON AREA". THE TERM COMMONNAREA OR REAS', ANDO'coNMONR ELEMENTS' INCL UDE REAL INTERIOR Dre REAL PROPERTYAPHYSIALLY OCCUPIED IBYWA BUILDING, SEIV IE RUSNESS DISIM T 01 SFEM,RTAN OF FAciuTES WLF 9E DONE BYOA AUR EESCAT Cos, AT ITHENT. GRANTOR/LOT OWNER UPON W121rTEN REQUEST. N1COR EASENINAl PROVISIONS Ns(ND AAS. EDD GAS Go TV A I I AND AIDNTANM I, REPAIR, REPLACE AND REMOVE FACILITIES USED CONNECTION WIN THE TRANSMISSION AND DISTRIBUTION OF NATURAL GAS IN, OVER, UNDER ACROSS, ALONG AND UPON THE SURFACE OF THE "OET' 'H"N ED TH' PLOT MARKED PEASER ENT' "COMMON AREA 11 AlEAl AND STREETS AND ALLEYI "ELTHER CONDOMINIUM AND/ORILI THE RIGHT TO NSTALL REQUIREDHs 0 EACH LOT ANDON A OF ON ADACENTLOTS AND I OIMIN AREA IF AREA' AND SER_ OTHER Y, ADJACENT OR OTHERWI AND THE HT T RE GAVE OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO, TREES, BUSHES, ,DOTS AND MFENCES. AS MAY BE REA I ROAD LY REQUIRED IN IDENTIFIEDBE PLACED OVERNI GAS' LAC DR IN, UPON AN AVON PROPERTY 0 THIS P T FOR UTI UTY PURPOSES WITHOUT THE PR CONSENT OF NI -GAS. AFTER INSTALLATION OF ANY SUCH SFAd UPES. LATHE GRADE H THE PROPER OPERATOR AND A A MENANCE THEREOF THE TERM "COMMON ELEMENTS' SHALL HAVE THAT MEANING SET FORTH FOR SUCH TERM IN SECTION 605/2(E) OF THE "CONDOMINIUM PROPERTY ACT" (ILLINOISCOMPILED STATUTES AU, 765, SEC. 605/2(E). AS AMENDED FROM TIME TO TIME THE TERM CAM ON AREA OR AREAS" IS DEFINED AS A LOT, PARCEL OR AREA OF REAL PRO XPERTY, NCLIDNI REAL PROPERTY IURFICED ' UP ME OR PC AS SAYS WHOLE A' AN APPURTENANCE TO THE IEPAIITELY IIIED Ml. PARCELS 11 AREAS SIR THE PROPERTY EIE N UP ,SIT SUCH 'RE" MAY A E DEOGNATED AN THIS PLAT BY OTHER TERMS PUBLIC U'I'ILI I AND DRAINAGL LiASL'MLN'IPROVISIONS EASEMENTS AN TH DIEDD GOCARE IND `L' M FLE ITT AGE OF DOUBT PROIlEAT NILUDNC. BIT NOT FM TED TO &T/ .BT ED HE FACE A CRAY A IT BE FIR CC/ED 'ON I RPANYAM "N'SET CABLE CAND TITER SUCCESSORS AND S (COLY AND _ NTENET CABLE LECTIVELY FOODDE MANHOLES CATCH RISKS CONNECTIONS APPL=S AND OTHER STRICTURE'SA"D ARMS TENA CES AS MAY BE DEEDED NECESSARY BY SID VILLICE OF IDINT PPGSPCGT IRON ALONG UNDERAD THROUGH SAID INDICATED EA TOGETHER WITH RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN D ECUIPMTERNT TO TO CUT R OR RE"' AN' TREES SHRUBS .1 OTHER PLANTS THE EASEMENT THAT INTERFERE 11M THE C ..ATI`N THE TO BE PERFORMED ANY OF SAID wIRA SHALL REASONABLY RESTORE SUCH AREAS TO THE PENERAT GONE FOR THEY ESSTEI PC OR T D THE'DR' NO PERMANENT E 'LAG'D IN SAD GARDENS. SHRUBS LANDSCAPING AND OTHERS PURPOSES STHAT DO NOT THEN DR LATE' NTEFE`E 'T" THE ""E"IT FEE' OF 'CUT' ELEVA"N' " "ADE' APPROVAL OF THE VILLAGE OF MOUNT PROSPECT ITS SUCCESSORS 01 ISSIGNS I.D.O.T. SIGNATURE TH A PLT HAS SEE' APPROVED By THE LL 11 1 DEPARTMENT IF TRANIIRITITI. WI F IT FEDERAL os/2AS io OEM RE' 'y THE '*ME' " THE ... ERT' A 'LAN THAT REETI THE PERU lE.ENTI CONT—El N THE ENYS POLCI 01 PERMITS FOR ACCESS DRIlElAYSTO HIGHWAYS WILL BE REQUIRED BY THE DEPARTMENT. - J. OINEERY. P.E. PLANNING ZONING CONMSSION CERTIFICATE STATE OF ILLINOIS ) AD COUNTY of COOK ) APPROVED BY THE PLANNING AND ZONING CDMMISSIDN OF THE VILLAGE OF MOUNT I -S. ROUTF 12 (RAND ROAD) DEDICATION THAT PART OF THE RANGE 11, EAST IF THE THIRD PRI NO 'OUTHWESPAT GERIDI AN, DESECTIONSCRIBED AS TO15, T.AINSTIP ULON. DEC NN NO AT THE SOUTHEAST IIRNER IF FIT I IN TERMI SUED 'SO N, ... ADDED HARM I _ AS DOCUMENT DUMP', IN .. JS SO A A DRNER ALSO BEING THE SOUTHWESTERLY RIGHT OF lAY LINE OF RAND ROAD THENCE SOUTH 29 DEGREES, 11 ROAq 3a 204 FEETi TILHE CE S uTO BD AD DEGREE`S, SAY IF SAD 'AN 01 MINUTES SECONDS WESTDAT RIGHT MIRTH 21 I TO THE DESCRIBED COURSE A DISTANCE IF THENCE NORTH 26 DEGREES 21 MINUTES 30 SECONDS —T. 19008 FEET TO THEPOINT OF BEGINNING, IN COOK COUNTY, ILLINOIS VILLAGE ENGINEER CERTIFICATE STATE OF ILLINOIS ) ss COUNTY of COOK ) APPROVED BY THE VILLAGE ENGINEER OF THE VILLAGE OF MDUNT PROSPECT, COOK SURVEYOR'S AIA HORIZATION (()RECORD HERESY 'ESNA' REIRESENTATIS D/are CH HAS BEEN RETAINED BY ME TO ASSURE NO CHANGES HAVE BEEN MADO ETO SAID PLAT_ COMPASS SURVEYING LTD LAND SURVEYOR DEGRADATION LA0. 184-002778 LICENSE EXPIRES 4/30/2019 SURVEY'OR'S CGR'IIFICA'I`ION STATE OF ILLINOIS ) FIX COUNTY OF KANE ) DAVID P. FIUPSKI, ILLINOIS PRCFILILI NAL LA CR NO. 1112, HAVE SURVEYED AND SUBDIVIDED ME FOLLOWING PROPS RTY:v Y THAT PART OF THE NORTH I/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 TO AT DART IF TO RISC IT111T N THE T 1/S 0 T 1/T OF THE THIC P4 O AL MEN EIS INE WEST 203.00 FEET OF SAID SOuiH WESiAII /4L IN COOK CDUNIY, ILLINOIS. OF THE THIS SUBDIVISION IS WITHIN THE VILLAGE OF MOUNT PROSPECT WHICH HAS ADOPTED AN ITT AL GO PLAN 'IN' THE IPEIA IERI /lP - OFO(RE HEREAFTER AMENpEO, THIS SITE FALLS WITHIN OTHER AREAS POPE H DETERMINED TO BE OULARE TIE 92D ANNUAL I'S NE IN) A.A A N UNDER 17 0', DO 2 ACT HAVING A GIVAID DATE IF AUGUST 11, ACCROGIVEN UNDER 11 HAND AND SEIL IT AURCRRI ILLINOIS THIS DAY OFOF By THE FLOOD NIUIANCE 'GTE MAP ... UNIT' ` NEL NO G 'ER CO'PA" SURVEY A LTC LAND D LICENSEEXPIRES 4/30/20119 D D0. Iea-00ZTT8 N _ O �MpASS SURVEVIRG LTD FINAL PLAT OF SUB DNTSLON U1ILUA S1 AieMEm lZAAEPTIOE N! 1.111.1A WTOODI 1 11, STP -I GREENBERG FARROW ARCHITECTS xl xuti �abelrn -P'at .11AIMB S1i1e200 a,�,« xo oxo xa (; l'eT LT THIS DOCUMENT PREPARED BY AND AFTER RECORDING MAIL TO: Horwood Marcus & Berk Chartered Attention: Kristin Dunlap 500 West Madison Street Suite 3700 Chicago, Illinois 60601 OPERATION AND EASEMENT DECLARATION THIS OPERATION AND EASEMENT DECLARATION (this "OEA") is made and entered into as of the day of , 2018 by Speed-GMX Mount Prospect, LLC, a Delaware limited liability company ("Developer"). WITNESSETH: A. Developer is the owner of certain land located in the Village of Mount Prospect, Cook County, Illinois and which is legally described on Exhibit A attached hereto and depicted on the "Site Plan" attached hereto as Exhibit B attached hereto (the "Shopping Center"). B. Developer intends to develop and operate the various Parcels (as hereinafter defined) at the Shopping Center in conjunction with each other as integral parts of a retail shopping complex, but not a planned or common interest development/community, and in order to effectuate the common use and operation of the Parcels, Developer desires to enter into certain covenants and agreements, and to grant certain reciprocal easements, in, to, over, and across the Shopping Center. C. Developer may in the future sell, convey, transfer and mortgage some or all of the Parcels and Developer desires and intends that the Parties (as hereinafter defined), Occupants (as hereinafter defined) and certain other persons acquiring any interest therein, now or hereafter, shall hold their interest subject to the rights, easements, privileges, uses, burdens and restrictions hereinafter set forth. D. As of the date of this OEA, Texas Roadhouse Holdings LLC ("Roadhouse") is ground leasing Parcel (as hereinafter defined) (the "Roadhouse Parcel") pursuant to that certain Ground Lease Agreement dated January 23, 2017 (as amended, the "Roadhouse Lease") and Roadhouse intends to operate a Texas Roadhouse restaurant the Roadhouse Parcel. 2576414/9/15835M4 NOW, THEREFORE, in consideration of the premises, the covenants and agreements hereinafter set forth and in furtherance of the parties' understanding, it is agreed as follows: ARTICLE I DEFINITIONS Section 1.1 Definitions. Unless otherwise defined herein, any defined terms shall have the meaning ascribed to them below: 1.1. "Building" shall mean any permanently enclosed structure placed, constructed or located on a Parcel, and all Building Appurtenances (defined below). 1.2. `Building Area" shall mean the limited areas of the Shopping Center within which Buildings may be constructed, placed or located and within which shall be located all building appurtenances such as stairs leading to or from a door, trash containers or compactors and enclosures, canopies, supports, loading docks, truck ramps, and other outward extensions of such structure ("Building Appurtenances"). Building Areas are designated on the Site Plan. One or more Buildings may be located within a Building Area. 1.3. "Common Area" shall mean all areas within the exterior boundaries of the Shopping Center, exclusive of (i) Parcels A -D, (ii) drive up lanes for facilities such as a remote banking teller or food ordering/dispensing facility ("Drive Up Facilities"). 1.4. "Floor Area" shall mean the aggregate number of square feet of: (a) Space contained on each floor within a Building, excluding any non -selling mezzanine or basement space, as measured from the exterior faces of the exterior walls or store front and/or the center line of any common walls; provided, however, that the following areas shall not be included in such calculation: (i) space attributable to any multi -deck, platform, rack or other multi-level system used solely for the storage of merchandise, and (ii) space used solely for Building utilities or mechanical or maintenance equipment; (b) Space exclusively used for outdoor seating for customers of Restaurants and/or other food service businesses; and (c) Space exclusively used for Drive -Up Facilities. Within thirty (30) days after receipt of written request, a Party shall certify to the requesting Party the amount of Floor Area applicable to such Party's Parcel. If any Party causes an as -built survey to be prepared with respect to any portion of the Shopping Center, such Party shall furnish a copy of such survey to the other Parties for informational purposes only upon written request; provided, however, nothing contained in this paragraph shall require any Party to prepare an as -built survey. During any period of rebuilding, repairing, replacement or reconstruction of a Building, the Floor Area previously attributable to that Parcel shall be deemed to be the same as existed 2576414/9/15835M4 immediately prior to such period. Upon completion of such rebuilding, repairing, replacement or reconstruction, the Party owning such Parcel shall cause a new determination of Floor Area for such Parcel to be made in the manner described above, and such determination shall be sent to any other Party requesting the same. 1.5. "Governmental Authorities" shall mean any federal, state, county, city or local governmental or quasi -governmental authority, entity or body (or any department or agency thereof) exercising jurisdiction over a particular subject matter. 1.6. "Governmental Requirements" shall mean all applicable laws, statutes, ordinances, codes, rules, regulations, orders, and applicable judicial decisions or decrees, as presently existing and hereafter amended, of any Governmental Authorities. 1.7. "Occupant" shall mean any Person from time to time entitled to the use and occupancy of any portion of a Building in the Shopping Center under an ownership right or under any lease, sublease, license, concession, or other similar agreement. 1.8. "Operator" shall mean, initially, Developer and at such time as Developer is not a Party hereunder, such Person designated by the majority of the Parties to maintain and operate the Shared Facilities and the Common Area/Parcel E of the Shopping Center. Such Person may be a Party hereunder or may be a third parry independent operator ("Independent Operator"). 1.9. "Parcel A" shall mean that certain Parcel A shown on the Site Plan. 1.10. "Parcel B" shall mean that certain Parcel B shown on the Site Plan. 1.11. "Parcel C" shall mean that certain Parcel C shown on the Site Plan. 1.12. "Parcel D" shall mean that certain Parcel D shown on the Site Plan. 1.13. "Parcel E" shall mean that certain Parcel E shown on the Site Plan, which shall consist of the Common Area. 1.14. "Parcels" shall mean Parcel A, Parcel B, Parcel C, Parcel D and Parcel E, collectively. 1.15. "Party" shall mean Developer and its successors and assigns during the period of such Person's fee ownership of any Parcel within the Shopping Center and, in the case of a ground lease by a tenant/Occupant occupying not fewer than [ ] square feet of Floor Area, during the leasehold term of such ground lessee, including, without limitation, Roadhouse. A Party transferring all or any portion of its fee interest in the Shopping Center shall give notice to all other Parties and Operator, if any, of such transfer and shall include in such notice at least the following information: (a) The name and address of the new Party; 3 2576414/9/15835M4 (b) A copy of the deed evidencing the transfer and setting forth the legal description of the portion of the Shopping Center transferred by such Party; and (c) Unless otherwise expressly provided in the Roadhouse Lease, as to Roadhouse, each Party shall be liable for the performance of all covenants, obligations and undertakings applicable to the Parcel or portion thereof owned by it that accrue during the period of such ownership, and such liability shall continue with respect to the Parcel transferred by such Party until the notice of transfer set forth above is given. Until such notice of transfer is given, the transferring Party shall (for the purpose of transmitting notices under this OEA only) be the transferee's agent. Once the notice of transfer is given, the transferring Party shall be released from all obligations of this OEA pertaining to any Parcel transferred arising subsequent to the notice of transfer; provided, however, the transferring Party shall not be released from any such Party's acts or omissions which occurred during such Party's ownership. For the purpose of this Section only, if the notice of transfer is given pursuant to the provisions of Section 13.1, the effective date of such notice shall be the date such notice is sent. Notwithstanding anything to the contrary, if a notice of transfer is given, any payment made by a Party to the transferor within thirty (30) days of such notice shall be deemed properly paid and the transferor and the transferee shall resolve any necessary adjustments and/or prorations regarding such payment between themselves. If a Parcel is owned by more than one (1) Party, the Party or Parties holding at least fifty- one percent (51%) of the ownership interest in such Parcel shall designate in writing one (1) Person to represent all owners of the Parcel and such designated Person shall be deemed the Person authorized to give consents and/or approvals, and join in the execution of amendments to the extent applicable pursuant to this OEA for such Parcel. Nothing contained herein to the contrary shall affect the existence, priority, validity or enforceability of any lien permitted hereunder which is recorded against the transferred portion of the Shopping Center prior to receipt of such notice of transfer by the Party filing such lien. 1.16. "Permittee" shall mean all Occupants and the officers, directors, employees, agents, contractors, customers, vendors, suppliers, visitors, invitees, licensees, subtenants, and concessionaires of Occupants insofar as their activities relate to the intended development, use and occupancy of the Shopping Center. Persons engaged in civic, public, charitable or political activities within the Shopping Center, including but not limited to the activities set forth below, shall not be considered Permittees: (a) Exhibiting any placard, sign or notice. (b) Distributing any circular, handbill, placard or booklet. (c) Soliciting memberships, signatures or contributions for private, civic, public, charitable or political purposes. (d) Parading, picketing or demonstrating. 2576414/9/15835M4 (e) Failing to follow regulations established by Developer or Operator relating to the use and operation of the Shopping Center. 1.17. "Person" shall mean any individual, partnership, firm, association, corporation, limited liability company, trust, or any other form of business or Governmental Authority. 1.18. "Restaurant" shall mean any operation or business which requires a governmental permit, license and/or authorization to prepare and/or serve food for either on or off-site consumption; provided, however, notwithstanding anything contained herein to the contrary, a supermarket, grocery store or similar operation shall not be deemed a Restaurant. 1.19. "Shared Facilities " shall mean the following, all as identified on [EXHIBIT 1 (the "Shared Facilities Site Plan") attached hereto and made a part hereof. (i) the main entrance drive leading into the Shopping Center from Rand Road, and to the extent Governmental Authorities require Developer to maintain, the other improvements on Rand Road to the Shopping Center; (ii) detention areas, and all other underground or surface water collection, retention and distribution facilities; (iii) landscaping located on the Common Area/Parcel E; (iv) shared utility lines, such as the common water main, and gas main; and (v) any other Common Area as depicted on the Shared Facilities Site Plan. ARTICLE II EASEMENTS Section 2.1 In eresyaress and Parking. Subject to the terms and conditions of this OEA, Developer hereby grants and conveys to each of the Parties, for its use and for the use of its Permittees, in common with others entitled to use the same, a perpetual non-exclusive easement for the passage of vehicles over and across the parking and driveway areas of each Parcel, as the same may from time to time be constructed and maintained for such use, for the passage and accommodation of pedestrians over and across the parking, driveways and sidewalk areas of such Parcel, as the same may from time to time be constructed and maintained for such use. Subject to the terms and conditions of this OEA, Developer hereby grants and conveys to each of the Parties, for its use and for the use of its Permittees, in common with others entitled to use the same, a non-exclusive easement for the parking of vehicles over and across the parking areas of each Parcel, as the same may from time to time by constructed and maintained for such use. The easements herein established shall be appurtenant to and for the benefit of each Parcel, and shall be binding on, enforceable against and burden each Parcel. Such easement rights shall be subject to the following reservations as well as the other applicable provisions contained in this OEA: (a) Each Party reserves the right to close -off any portion of its Parcel for such reasonable period of time as may be legally necessary, in the reasonable opinion of such Party's counsel, to prevent the acquisition of prescriptive rights by anyone; provided, however, that prior to closing -off any portion of its Parcel, such Party shall give fifteen (15) days prior written notice to each grantee of the grantor's intention to do so, and shall attempt to coordinate such closing -off with each affected grantee so that no unreasonable interference with the passage of pedestrians or vehicles shall occur; 5 2576414/9/15835M4 (b) Each Party reserves the right at any time and from time to time to exclude and restrain any Person who is not a Permittee from using its Parcel; (c) Each Party reserves the right to temporarily erect or place barriers in and around areas on its Parcel which are being constructed and/or repaired in order to insure either safety of Persons or protection of property; (d) Vehicles making deliveries to or pickups from a Party's Parcel shall not park on another Party's Parcel; and (e) Each Occupant shall use commercially reasonable efforts to cause its employees to park on its own Parcel. Section 2.2 Existing Utility Easement. Subject to the terms and conditions of this OEA, Developer hereby grants and conveys to the Parties a perpetual non-exclusive easement appurtenant to and for the mutual benefit of the Parcels to repair, replace, tie into, connect with and to transmit through, use and maintain utility lines, including but not limited to, the existing telephone, video, internet, electric lines, gas lines, service conduits, transmission and metering devices and other similar facilities, water supply lines, sanitary sewer, storm sewer, and water lines on the Parcels (collectively, the "Utilities") in those areas depicted on Exhibit E ("Existing Utility Easement") [EXHIBIT TO COME]. No trees, permanent buildings or other structures will be placed in or allowed to encroach upon the Exiting Utility Easement, and no change of grade elevation or excavation will be made thereon without the affected Party's prior written approval, which shall not be unreasonably withheld. Developer reserves unto itself the right and obligation to maintain, repair and replace any of the Utilities that are Shared Facilities and grants to itself temporary access and a construction easement to enter upon any of the Parcels in order to perform its obligations with respect to the Shared Facilities. [TO BE AMENDED AS PLANS FOR DEVELOPMENT/UTILITY LINES DEVELOP IN CONNECTION WITH THE INITIAL CONSTRUCTION OF THE PARCELS] Section 2.3 Future Utilitv Easement. (a) Subject to the terms and conditions of this OEA, Developer hereby grants and conveys to the Parties, a perpetual non-exclusive right, privilege and easement appurtenant to and for the mutual benefit of their respective Parcels to construct, reconstruct, install, operate, repair, renew, replace, tie into, connect with, transmit through, use and maintain utility lines, including but not limited to all future telephone, video, internet, electric lines, gas lines, service conduits, transmission and metering devices and other similar utility facilities, water supply lines, sanitary sewer, storm sewer, and water lines in those areas depicted on Exhibit F ("Future Utility Easement", which together with the Existing Utility Easement shall be referred to hereinafter as the "Utility Easements") [EXHIBIT TO COME]. All such future systems, structures, mains, sewers, conduits, lines and other utilities (the "Facilities") shall be located below the ground level or surface of the Parcels (except for such parts thereof that cannot and are not intended to be placed below the surface, including but not limited to lift stations, transformers and control panels, all of which is subject to Developer's approval). The Parties 2576414/9/15835M4 may improve the surface of the Future Utility Easement area with asphalt, surface parking spaces, landscaping and sidewalks, provided no trees, permanent buildings or other structures will be placed in or allowed to encroach upon the Future Utility Easement. Any work performed on existing or future utility infrastructure located in the Utility Easement area at any time must: (i) provide substantially equivalent benefits to the Parcels as existing Facilities; (ii) not result in a violation of applicable Laws; (iii) be preceded by thirty (30) days advance notice to other Parties unless such work is necessitated by an emergency and then on notice as is reasonable under the circumstances; and (iv) receive all required approvals from applicable governmental authorities. If any such work is required for the benefit of only one of the Parcels, it shall be made at that Party's sole expense. If any such work is required for the benefit of more than one Parcel, it shall be made at the expense of all of the Parties benefited in proportion to each Party's share of the total area of Parcels benefited. Any such work shall be done in a manner so as to minimize the interruption of any use of the Facilities for their intended purposes. (b) No Party shall grant any easement for the benefit of any property not within the Shopping Center; provided, however, that the foregoing shall not prohibit the granting or dedicating of utility easements by a Party on its Parcel to Governmental Authorities or to public utility companies for provision of Facilities to service all or a portion the Shopping Center. if Facilities are dedicated and accepted for maintenance by a Governmental Authority or public utility, then the operation and maintenance of such Facility shall thereafter be the responsibility of the Person accepting the dedication unless otherwise specified by the Governmental Authority or public utility in the dedication. Section 2.4 Drainai4e Easement. The surface water drainage system for the Shopping Center shall be initially constructed in strict conformance with the details approved by Developer. Except as otherwise provided for herein, Developer hereby grants and conveys to the Parties, a perpetual non-exclusive easement over, across and upon the Common Area/Parcel E as is necessary to allow sheet flow drainage from one or more of the Parcels to drain over, upon, onto and across one or more of the other Parcels in order to reach the nearest sumped catch basins, sewers, storm drains or detention areas located at the Shopping Center, provided, no Party shall take any action to cause the drainage from its Parcel to materially increase from the draining levels existing as of the date hereof. No Party shall alter or permit to be altered the drainage system if such alteration would materially increase the flow or impede the flow of surface water onto an adjacent Parcel either in the aggregate or by directing the flow of surface water to a limited area. Section 2.5 Signage Easement. Developer reserves to itself and its successors and assigns an easement for access to construct, inspect, maintain, repair, replace, display and remove the monument signs ("Shared Signage") in, on and under those certain areas depicted on Exhibit G attached hereto [PER CODE- TWO SIGNS FOR THE DEVELOPMENT -NEED EXHIBIT]. Developer and its successors and assigns shall have the sole right to assign certain Parties the right to use the Shared Signs. All Persons entitled to place identification panels on the Shared Signage shall be called "Panel Beneficiaries", and each of such Panel Beneficiaries rights and obligations with respect to the specific sign shall be based on the portion of panel area assigned to each (the "Allocable Share"), even if such identification panel area is not used. For purposes hereof, Allocable Share shall equal the total face area of the panel(s) assigned to a 2576414/9/15835M4 Panel Beneficiary (even if such identification panel area is not used), divided by the total face area of all panels occupying such signage. Initially, the design of each of the signs, including the space for the various panel areas, shall be as shown on Exhibit G (the "Sign Exhibit"), which Sign Exhibit must be approved by the Village; provided, however, that another sign structure design that reflects the panel area designation may be approved (a) during the term of the OEA by Developer, or (b) following the expiration of the OEA as set forth herein, by all of the Panel Beneficiaries. Each Person attaching an identification panel to a sign shall, at its sole cost and expense, (i) obtain all permits and approvals required for such installation, (ii) fabricate its identification panel, install the panel and connect the panel to the power source provided, and (iii) maintain and/or replace the identification panel (including any backlit lighting) pursuant to Governmental Requirements, and in a safe condition and good state of repair. If a sign, or an identification panel thereon, is damaged by a Party, or anyone claiming by, through or under it, then such Party shall immediately cause the damage to be repaired. Section 2.6 Construction and Maintenance and Reconstruction. In order to accommodate any Building improvements which may inadvertently be constructed beyond a Parcel's boundary line, each Party grants to each other Party owning an adjacent Parcel, an easement, not to exceed a maximum lateral distance of six (6) inches, in, to, over, under, and across that portion of the grantor's Parcel adjacent to such common boundary line for the maintenance and replacement of such encroaching Building improvements. ARTICLE III USE OF THE EASEMENTS The easements hereinabove granted shall be used and enjoyed by each of the Parties in such a manner so as not to unreasonably interfere with, obstruct or delay the conduct and operations of the business of the Parties, the Occupants or other businesses located on the Parcels or their permittees at any time conducted on their respective Parcel, including, without limitation, public access to and from said business, and the receipt or delivery of merchandise in connection therewith, provided such deliveries do not unreasonably interfere with the free and easy access of other Parties or Occupants to their respective Parcels and businesses located thereon and with respect to the Utilities and Facilities, neither party shall cause the Utilities or Facilities to disconnect or shutdown, exceed their capacity or be used in a manner inconsistent with their purpose without the prior written consent of all Parties. ARTICLE IV USE OF THE PARCELS Section 4.1 Permitted Uses. The Shopping Center shall be used only for retail sales, offices, medical offices, Restaurants or other permitted commercial purposes. Each Parcel shall be used for lawful purposes in conformance with all restrictions imposed by all applicable governmental laws, ordinances, codes, and regulations (the "Laws"). Section 4.2 Prohibited Uses. No use shall be permitted in the Shopping Center which is inconsistent with the operation of a first class retail shopping center. Without limiting the generality of the foregoing, the following uses shall not be permitted: 5 2576414/9/15835M4 (a) Any use which emits an obnoxious odor or obnoxious noise or sound which can be heard or smelled outside of any Building in the Shopping Center; except that Restaurants and pet stores that comply with the terms hereunder shall be permitted. (b) An operation primarily used as a storage warehouse operation and any assembling, manufacturing, distilling, refining, smelting, agricultural or mining operation. (c) Any "second hand" store, thrift store, "surplus" store, or pawn shop, except that Play It Again Sports, EB Games, GameStop and one (1) dollar store shall be permitted. (d) Any mobile home park, trailer court, labor camp, junkyard, or stockyard; provided, however, this prohibition shall not be applicable to the temporary use of construction trailers during periods of construction, reconstruction or maintenance. (e) Any dumping, disposing, incineration or reduction of garbage; provided, however, this prohibition shall not be applicable to garbage compactors located near the rear of any Building. (f) Any fire sale, bankruptcy sale (unless pursuant to a court order) or auction house operation. (g) Any central laundry, dry cleaning plant or laundromat; provided, however, this prohibition shall not be applicable to nominal supportive facilities for on-site service oriented to pickup and delivery by the ultimate consumer as the same may be found in retail shopping centers in the metropolitan area where the Shopping Center is located. Notwithstanding the foregoing, an Occupant may provide incidental on site cleaning using an environmentally friendly, so called "green laundry" process provided such Occupant strictly adheres to laundering processes and protocols submitted in advance to Developer so as to operate a business that has absolutely no adverse effect on the environment or any other Party or Occupant at the Shopping Center. (h) Any bowling alley or skating rink. (i) Any movie theater or live performance theater. 0) Any hotel, motel, short or long term residential use, including but not limited to: single family dwellings, townhouses, condominiums, other multi -family units, and other forms of living quarters, sleeping apartments or lodging rooms. (k) Any mortuary, crematorium or funeral home. (1) Any establishment selling, renting or exhibiting "obscene" material. Notwithstanding the foregoing, this prohibition is not intended to apply to a national or regional chain general interest video store Occupant or bookstore Occupant such as Barnes & 2576414/9/15835M4 Noble and Borders selling a large variety of publications; provided, however, that no such bookstore or video store is allowed to have, and shall not qualify for an exclusion if it has, in this or any of its other locations, an "adults only" section of books, periodicals or other publications. (m) Any establishment selling or exhibiting non -pharmaceutical drug- related paraphernalia or any establishment providing adult type entertainment or activities (including, without limitation, any displays or activities of a variety involving, exhibiting or depicting sexual themes, nudity or lewd acts). (n) Any flea market, amusement or video arcade, pool or billiard hall, car wash or dance hall. Notwithstanding the foregoing, this prohibition shall not apply to (i) an Occupant operating a family entertainment Restaurant concept similar to Chuck E Cheese; provided such Occupant does not occupy more than 10,000 square feet of Floor Area and complies with all applicable Laws regarding parking, or (ii) a Restaurant that includes, as incidental to its Restaurant operation, family oriented video machines. As used in this paragraph, the term "incidental" shall mean not more than eight (8) video machines. (o) Any training or educational facility, including but not limited to: beauty schools, barber colleges, reading rooms, places of instruction or other operations catering primarily to students or trainees rather than to customers; provided, however, this prohibition shall not be applicable to on-site employee training by an Occupant incidental to the conduct of its business at the Shopping Center or "how to" seminars or similar classes that are incidental to an otherwise permitted use. Notwithstanding the foregoing, one (1) tutoring/educational Occupant such as Sylvan Learning Center or Huntington Learning Center which, does not in any event, exceed 3,000 square feet of Floor Area, shall be permitted. (p) Any gambling facility or operation, including but not limited to: off-track or sports betting parlor; table games such as blackjack or poker; slot machines, video poker/blackjack/keno machines or similar devices; or bingo hall. Notwithstanding the foregoing, this prohibition shall not be applicable to government sponsored gambling activities or charitable gambling activities, so long as such activities are incidental to the business operation being conducted by the Occupant. (q) Any church or other religious gathering place, except a religious book store shall be permitted. (r) Any telephone call center. 4.2.1. Hazardous Materials. No Party shall use, or permit the use of, Hazardous Materials on, about, under or in its Parcel, or the balance of the Shopping Center, except in the ordinary course of its usual business operations conducted thereon, and any such use shall at all times be in compliance with all Environmental Laws. Each Party agrees to defend, protect, indemnify and hold harmless each other Party from and against all claims or demands, including any action or proceeding brought thereon, and all costs, losses, expenses and liabilities of any kind relating thereto, including but not limited to costs of investigation, remedial or removal response, and reasonable attorneys' fees and cost of suit, arising out of or resulting from any 10 2576414/9/15835M4 Hazardous Material used or permitted to be used by such Party, whether or not in the ordinary course of business. For the purpose of this Section 4.21, the tern (i) "Hazardous Materials" shall mean and refer to the following: petroleum products and fractions thereof, asbestos, asbestos containing materials, urea formaldehyde, polychlorinated biphenyls, radioactive materials and all other dangerous, toxic or hazardous pollutants, contaminants, chemicals, materials, substances and wastes listed or identified in, or regulated by, any Environmental Law, and (ii) "Environmental Laws" shall mean and refer to the following: all federal, state, county, municipal, local and other statutes, laws, ordinances and regulations which relate to or deal with human health or the environment, all as may be amended from time to time. 4.2.2. No merchandise, equipment or services, including but not limited to vending machines, promotional devices and similar items, shall be displayed, offered for sale or lease, or stored within the Common Area/Parcel E; provided, however, the foregoing prohibition shall not be applicable to: (a) the storage of shopping carts on any Parcel by any Occupant that utilizes over 10,000 square feet of Floor Area; (b) the installation of an "ATM" banking facility within an exterior wall of any Building; (c) the display and sale of merchandise on the sidewalk in front of any Building located on the Parcel of any Occupant occupying not less than contiguous square feet of Floor Area; (d) the placement of bicycle racks, sitting benches and landscaping planters on the sidewalk in front of any Building; (e) the placement of spherical bollards on the sidewalk in front of any Building on any Parcel; (f) temporary Shopping Center promotions, except that no promotional activities will be allowed in the Common Area/Parcel E without the prior written approval of Developer and, except, further, nothing contained here shall prohibit periodic so called sidewalk sales immediately adjacent to the Buildings of the Shopping Center, provided such sales are not longer than seven (7) consecutive days in duration and not more than four (4) times per calendar year; (g) any recycling center required by law, the location of which shall be subject to the approval of Developer; and/or (h) outdoor seating for Restaurants as approved by Developer. Section 4.3 Exclusives. Provided [Parcels A -D] continue to be used for their existing use as of the date of this OEA, no other Parcel in the Shopping Center may be used in violation of the exclusives set forth in Exhibit H attached hereto. E 2576414/9/15835M4 4.3.1 Notwithstanding the above, so long as Developer is a Party, Developer reserves the right to grant additional exclusives to the Occupants of the Parcels in its sole discretion, provided such exclusives do not conflict with the exclusives provided for in Section 4_3 above. In the event Developer grants additional exclusives, Developer shall cause the OEA to be amended. Notwithstanding the foregoing, Roadhouse shall not be bound by such additional exclusives to the extent such additional exclusives conflict with the use clause set forth in the Roadhouse Lease. ARTICLE V INSURANCE Section 5.1 Insurance of Parcels. (a) The Parties shall provide: (i) public liability insurance for their respective Parcels with limits of not less than One Million Dollars ($1,000,000.00) with respect to injury of any one person and in the amount of Two Million Dollars ($2,000,000.00) with respect to any one accident or disaster and in the amount of One Million Dollars ($1,000,000.00) with respect to damage to property and shall bear endorsements whereby the other Party shall be notified not less than ten (10) days in advance of any modification or cancellation thereof, and workers' compensation and employer's liability insurance, (ii) Worker's compensation insurance as required by any applicable law or regulation, and (iii) Employer's liability insurance in the amount of One Million Dollars ($1,000,000.00) each accident for bodily injury, One Million Dollar ($1,000,000.00) policy limit for bodily injury by disease and One Million Dollars ($1,000,000.00) each employee for bodily injury by disease, and (iii) Automobile Liability Insurance for owned, hired and non -owned automobiles. The limits of liability shall not be less than One Million Dollars ($1,000,000.00) combined single limit each accident for bodily injury and property damage. (b) Such insurance carried by each Party shall: (i) name as additional insureds thereunder the other Parties, and their respective agents, employees, shareholders, officers and directors; (ii) provide that it is non -cancelable without at least thirty (30) days prior written notice to the additional insureds; and (iii) be written as an "occurrence" policy and not as a "claims made" policy. Each Party shall furnish the additional insureds with certificates evidencing such insurance, with such evidence of insurance upon request. (c) Subject to the waiver of subrogation contained herein, each Party agrees to defend, protect, indemnify and hold harmless each other Parry from and against all claims or demands, including any action or proceedings brought thereon, and all costs, losses, expenses and liability of any kind relating thereto, including reasonable attorneys' fees and cost of suit, arising out of or resulting from the injury to or death of any Person, or damage to the property of any Person located on the Parcel owned by each indemnifying Party; provided, however, the foregoing obligation shall not apply to claims or demands based on the negligence or willful act or omission of such other Party, its licensees, concessionaires, agents, servants, or employees, or the agents, servants, or employees of any licensee or concessionaire thereof. In the event it is detennined that such other Party was not at fault, then the indemnifying Party shall 12 2576414/9/15835M4 reimburse such other Party for all reasonable costs and/or expenses incurred by it defending against such claim or demand. Section 5.2 Common Area/Parcel E and Operator Insurance. (a) During the period, if any, Operator is maintaining the Common Area/Parcel E, Operator shall maintain or cause to be maintained in full force and effect at least the minimum insurance coverages as follows: (i) Commercial General Liability Insurance with a combined single limit of liability of Five Million Dollars ($5,000,000.00) for bodily injury, personal injury and property damage, arising out of any one occurrence; provided, however, if Operator has a net worth of at least One Hundred Million Dollars ($100,000,000), then Three Million Dollars ($3,000,000.00) shall be the minimum limit of coverage. Each Party shall be an "additional insured" under such policy applied as to Operator's operation and maintenance obligations under this OEA, and (ii) Workers' Compensation and Employer's Liability Insurance: (a) Worker's compensation insurance as required by any applicable law or regulation, and (b) Employer's liability insurance in the amount of One Million Dollars ($1,000,000.00) for each accident for bodily injury, One Million Dollar ($1,000,000.00) policy limit for bodily injury by disease and One Million Dollars ($1,000,000.00) each employee for bodily injury by disease, and (c) Automobile Liability Insurance for owned, hired and non -owned automobiles. The limits of liability shall not be less than One Million Dollars ($1,000,000.00) combined single limit each accident for bodily injury and property damage. The insurance provided herein shall be considered "primary" insurance, and all limits of such policy shall be exhausted before insurance of another Party carried pursuant to this OEA is considered. (b) Operator agrees to defend, protect, indemnify and hold harmless each Party from and against all claims or demands, including any action or proceeding brought thereon, and all costs, losses, expenses and liabilities of any kind, including reasonable attorneys' fees and cost of suit, asserted or incurred in connection with or arising out of the performance, or failure to perform, by Operator of its duties or obligations under this OEA with respect to the maintenance and operation of the Common Area/Parcel E; provided, however, the foregoing obligation shall not apply to claims or demands based on the negligence or the willful act or omission of the Party to be indemnified. In the event it is determined that such Party was not at fault, then Operator shall reimburse such other Party for all reasonable expenses and/or costs incurred by such Party defending against such claim or demand. (c) In the event of any damage or destruction to any portion of the Common Area/Parcel E or the Utility Easement such damage or destruction shall be restored or replaced as soon as possible. Such restoration or repair shall be undertaken and paid for by the party causing the damage or destruction. if neither party caused the damage or destruction, Operator shall undertake the restoration and repair and shall be reimbursed pursuant to the terms of this Agreement. 13 2576414/9/15835M4 ARTICLE VI MAINTENANCE AND MAINTENANCE STANDARDS Section 6.1 Maintenance of Each Parcel. The Parties shall, at their own cost and expense, maintain, repair, replace and operate its Parcel, Buildings, Improvements and Signage, including any utilities located thereon (the "Parcel Maintenance Areas"), in a good and safe condition adequate for its intended uses, and in compliance with all Laws, and in compliance with the standards for first class shopping centers in the Chicago Metropolitan area, said maintenance to include, without limitation, the following: (a) Removing all papers, debris, filth and refuse, and thoroughly sweeping the Parcel Maintenance Areas to the extent reasonably necessary to keep the Parcel Maintenance Areas in a clean and orderly condition and unobstructed; (b) Except as provided for in Section 6.2, operating, maintaining, repairing and replacing, when necessary, such artificial lighting facilities as shall be reasonably required, including, but not limited to, poles, pole bases, wiring, lamps, ballasts, lenses, photocells, time clocks, and contacts. Each Party shall maintain and provide electricity to all lighting fixtures attached to its respective Building(s) at its sole cost and expense; (c) Maintaining and watering all non -Common Area/Parcel E landscaped areas; maintaining, repairing and replacing, when necessary, automatic sprinkler systems and water lines; replacing shrubs and other landscaping as necessary; (d) Maintaining, repairing and replacing, when necessary, the Buildings and facades thereof in good repair and condition; (e) Maintaining, repairing and replacing, when necessary all non - Common Area/Parcel E storm drains, sewers, lift stations and other utility lines not dedicated to the public or conveyed to any public or private utility located on the each of the Parcels (and not shared with other Parties); (i) Keeping the Parcel Maintenance Areas and all common utility lines free from any obstructions; (g) Maintaining, repairing and replacing, when necessary, any signage thereon other than the Shared Signage, in good repair and condition; and (h) Providing for trash and recycling removal services for such Party's Parcel consistent with such standards set forth by Operator. Section 6.2 Maintenance of Parcel E/Common Area. Operator shall maintain Parcel E/Common Area and the Shared Facilities at all times in good and clean condition and repair, said maintenance to include, without limitation, the following: 14 2576414/9/15835M4 (a) Maintaining, repairing and resurfacing, when necessary, all paved surfaces in a level, smooth and evenly covered condition with the type of surfacing material originally installed or such substitute as shall in all respects be equal or superior in quality, use and durability; (b) Periodically removing papers, debris, filth and refuse, including vacuuming and broom -sweeping of paved areas at least one (1) day per week, but in any event to the extent necessary to keep Parcel E/Common Area in a first class, clean and orderly condition. (c) Ice and snow removal; (d) Placing, painting, maintaining, repairing, replacing and repainting, as and when necessary, markers, striping and pedestrian crossings; (e) Operating, maintaining, repairing and replacing, when necessary, such artificial lighting facilities not attached to any Buildings or signage, other than the Shared Signage, including, but not limited to, poles, pole bases, wiring, lamps, ballasts, lenses, photocells, time clocks, and contacts; (f) Maintaining and watering Parcel E/Common Area landscaped areas; maintaining, repairing and replacing, when necessary, automatic sprinkler systems and water lines; replacing shrubs and other landscaping as necessary; (g) Maintaining, repairing and replacing, when necessary Parcel E/Common Area storm drains, sewers, lift stations and other utility lines not dedicated to the public or conveyed to any public or private utility located on the each of the Parcels and the Shared Facilities; (h) Maintaining, operating, repairing and replacing, when necessary, the Shared Signage; (i) Maintaining, cleaning and replacing any appropriate non -occupant directional, stop or handicapped parking signs or markers; 0) Maintaining, cleaning and replacing Parcel E/Common Area lighting facilities, including light standards, wires, conduits, lamps, ballasts and lenses, time clocks and circuit breakers, illuminating the Parcel E/Common Area; provided however, exterior Building lighting fixtures, including any lighting fixtures associated with a canopy or other architectural feature forming a part of such Building, shall be considered a part of such Building, and the maintenance and replacement of such fixtures, and the cost of illumination, shall be the obligation of the Party upon whose Parcel such fixtures are located; (lc) Keeping the Parcel E/Common Area free from any obstructions, including those caused by the sale or display of merchandise, unless such obstruction is permitted under the provisions of this OEA or required under Governmental Requirements (including, but not limited to, the Americans with Disabilities Act); 15 2576414/9/15835M4 (1) Maintaining, cleaning and replacing sidewalks in the Parcel E/Common Area. Sidewalks shall be: cleaned at least monthly and pressure washed periodically in the interim; swept at appropriate intervals during such time as shall not interfere with the conduct of business or use of the sidewalks; and cleared of ice, and when there is an accumulation of one (1) inch or more on surface, snow; (m) Providing security measures, including personnel, for the Parcel E/Common Area, if reasonably required (provided that such costs are not included in the Costs (as hereinafter defined) if a Party opts out); and (n) Supervising traffic at public entrances and exits to the Shopping Center as conditions reasonably require in order to maintain an orderly and proper traffic flow. Section 6.3 Expenses for Maintenance of the Parcel E/Common Area. The costs attributable to the Parcel E/Common Area shall be paid, as follows: (a) Each Party shall be responsible for their pro rata share of the actual costs expended by Operator to maintain, repair, and/or replace the Parcel E/Common Area and the Shared Facilities ("Common Area Costs"), provided, however, during such time that Operator is the Developer or a Party hereunder, Operator shall not charge a management fee or an administrative fee in excess of 10% of the Common Area Costs. In the event the Operator is an Independent Operator, such Independent Operator shall be allowed to charge a reasonable, market fee, as determined by the majority of the Parties that selected such Independent Operator. In no event shall costs related to Shared Signage be passed through to any Party who doesn't have the right to use any of the Shared Signage. In addition, each Party shall be responsible for their pro rata share of the real estate taxes and assessments for Parcel E ("Taxes," which together with the Common Area Costs are collectively the "Costs"). In the event an existing Parcel is divided, the Party causing such division shall, at its expense, prorate the above allocations attributable to the original Parcel between the newly created Parcels, file a recorded declaration confirming such allocation and deliver a copy of such declaration to Operator and each other Party. In the event a Cost is attributable to just one or a group of the Parcels and not all of them, such Cost shall be split amongst the affected Parties and not all Parties. (b) Operator shall adopt an annual operating budget for Costs. The budget shall be effective for the period beginning January 1 through December 31 of the succeeding year. Based on the operating budget, Operator shall levy assessments against the Parties in the percentages set forth above. On or before the last day of December of each year, Operator (or a third party acting on behalf of Operator) shall mail or deliver a copy of the annual operating budget and a statement of assessment for the next twelve (12) months to each Party. The assessments shall be payable in twelve (12) equal installments which shall be due monthly in advance on the first day of each month. Unless otherwise directed by Operator, such installments shall be mailed or delivered to the principal office of Operator, and shall be deemed paid on the date of delivery. Operator shall reconcile the budget no more than once per calendar year. Within thirty (30) days after such notice, the Parties shall pay to Operator an amount equal to the difference between the estimated payments for the Costs made to Operator during the 16 2576414/9/15835M4 preceding calendar year and the actual amount of Party's share of the Cost. No Party may waive or otherwise escape liability for the assessments provided herein by nonuse or abandonment of their Parcel. (c) Operator shall submit itemized invoices to the other Parties, not more often than once a calendar month for their prorated portion of the maintenance, which invoices shall be paid within thirty (30) days after receipt. (d) The other Parties may, by written notice to Operator elect to review, at its expense, the invoices and other documentation of costs and expenses incurred for such maintenance expenses and the calculation of its portion thereof. The other Parties shall have one (1) year after receipt of the documentation within which to review such invoices and documentation and either: (i) drop any objection to the invoiced amount and promptly pay all sums remaining due; or (ii) document to Operator any discrepancies found between the invoiced amount and that Party's representation as to the correct amount due, which representation Operator shall have fifteen (15) days from receipt within which to contest such representation. If the other Parties were invoiced and/or paid for work not subject to reimbursement under this OEA, then Operator shall promptly pay to the other Parties the adjusted invoice amount agreed upon. In the event the amount of such overcharge exceeds the correct charge amount by five percent (5%) or more, then Operator shall reimburse the other Parties for the reasonable and actual audit costs incurred in reviewing the invoices and documentation of the contested invoice. Notwithstanding the foregoing, the other Parties shall remain obligated to pay when due any portion of such invoices it does not dispute. In the event of such audit, if the overcharge does not exceed five percent (5%), or if there is no overcharge, the other Parties shall reimburse Operator for its reasonable costs of the audit incurred. (e) Developer grants to itself temporary access and a construction easement to enter upon any of the Parcels in order to perform its obligations with respect to the Common Area/Parcel E herein. (i) Each Party shall indemnify, defend, protect and hold all other Parties and Occupants harmless for, from and against any and all claims in connection with any and all liens arising out of any work performed, materials furnished to or obligations incurred by such Party in connection with the operation and maintenance of the Common Area/Parcel E hereunder. (g) Each Party hereby covenants and agrees to keep its Parcel fully illuminated each day any occupant is open for business from dusk until at least 10:00 p.m. unless the Parties agree upon a different time or as required by the Village of Mount Prospect. Each Party further agrees to keep any exterior Building security lights on from dusk until dawn. Each Party grants an irrevocable license to each other Party for the purpose of permitting the lighting from one Parcel to incidentally shine on the adjoining Parcel. Additionally, Operator covenants and agrees to keep the Common Area/Parcel E fully illuminated until at least 1:00 A.M. daily. (h) If a Party (the "Maintaining Party") fails to adhere to the maintenance obligations as set forth herein (the "Deficiency"), Operator shall give notice of any 17 2576414/9/15835M4 such Deficiency to the Maintaining Party, and in the event the Maintaining Party fails to cure the Deficiency within thirty (30) days of receipt of such a notice, Operator shall have the right, but not the obligation, to perform the Cure (hereinafter defined). If the Maintaining Party fails to cure the Deficiency within said thirty (30) day period, Operator shall have the right but not the obligation to enter upon the Maintaining Party's Parcel or the Common Area/Parcel E where the Deficiency exists and take all reasonable measures the cure the Deficiency (the "Cure"). In the event of an emergency or if an event occurs that if left unattended may cause, in any Party's reasonable discretion, an immediate and material disruption of or dangerous condition relating to the Parcels, the Buildings, the Improvements or the Common Area/Parcel E, Operator shall have the right but not the obligation to enter upon the Maintaining Party's Parcel where the Deficiency exists and take all reasonable measures to Cure the Deficiency with or without notice to the Maintaining Party. The Maintaining Party shall reimburse Operator for all reasonable costs and expenses, including reasonable attorney's fees Operator incurred in correcting the Deficiency (the "Collection Costs"). The amount paid by Operator shall be treated as a Delinquent Payment (as that term is defined and more fully described in Section 10.1(b) herein). (i) In the event the Maintaining Party does not Cure the Deficiency and the Operator thereafter does not Cure the Deficiency as set forth above, any Party (such Party that takes action is the "Curing Party") may, upon thirty (30) days written notice to the Operator and the other Parties, take all reasonable measures to Cure the Deficiency. The Maintaining Party shall reimburse Curing Party for all reasonable costs and expenses, including reasonable attorney's fees the Curing Party incurs in correcting the Deficiency. The amount paid by such Curing Party shall be treated as a Delinquent Payment (as that term is defined and more fully described in Section 10.1(b) herein). (j) Operator agrees to defend, indemnify and hold each Party harmless from and against any mechanic's, materialmen's and/or laborer's liens, and all costs, expenses and liabilities in connection therewith, including reasonable attorney's fees and court costs, arising out of the maintenance and operation by Operator of the Common Area/Parcel E and the performance of other functions expressly required of Operator by this OEA, and if any Parcel shall become subject to any such lien cause or allowed by Operator, Operator shall promptly cause such lien to be released and discharged of record, either by paying the indebtedness which gave rise to such lien or by posting such bond or other security as shall be required by law to obtain such release and discharge. ARTICLE VII BUILDING STANDARDS Section 7.1 Building Standards/Expansion of Parcels. (a) Any Buildings along with any other improvements made to the Parcels (collectively, the "Improvements") shall meet all of the standards of the City fire code and all other Laws, except for any variations granted by the City, and shall be constructed in such a manner as not to adversely affect the fire rating as determined by local governing agencies of any Improvements built upon any Parcel. is 2576414/9/15835M4 (b) No Improvements shall be built in such a manner as to adversely affect the structural integrity of any other Improvements on the Parcels. (c) No Improvements shall be built in those areas designated as a "No - Build Zone" on Exhibit B ISITE PLAN attached hereto. (d) All signage (other than Shared Signage) shall be constructed and maintained in accordance with Governmental Requirements. Section 7.2 Common Area Restrictions. So long as Roadhouse is occupying the Roadhouse Parcel and is not in default under the Roadhouse Lease beyond any cure periods provided for therein, in no event shall Operator and/or any other Party (A) materially alter or change the access points (including the location of curb cuts) identified on Exhibit B as "Protected Access", and/or (B) substantially reduce, alter or reconfigure the parking spaces within the "Protected Area" identified on Exhibit B, without the prior written consent of Roadhouse, which consent shall not be unreasonably withheld, conditioned or delayed. Section 7.3 Expansion of Parcel. Each Party shall have the right to expand ("Expansion") their Parcel in accordance with Exhibit J ("Expansion Right"), provided such Party records an amendment to this OEA that sets forth that such Party has exercised its Expansion Right and sets forth such Parcel's new Proportionate Share ("Expansion Amendment"), which amount shall be calculated and certified by the Operator in the Expansion Amendment based upon such Parcel's new total square footage/the total square footage for the Shopping Center and calculated in accordance with the formula set forth in Exhibit J for establishing the initial Proportionate Share for each Parcel. Any Expansion: (A) must be in compliance with all applicable Laws, and (B) may not reduce the parking spaces nearest to or adjacent to such Party's Parcel by six (6) or more parking spaces, and (C) may not violate the restrictions set forth in Section 7.2 above. If at the time a Party exercises its Expansion Right, each Parcel has its own tax property identification number ("PIN"), then the Party exercising such Expansion Right (the `Expanding Party") shall, simultaneously with the recordation of the Expansion Right, file a tax division/consolidation with the Cook County Assessor which serves to add the area added to such Parcel ("Expansion Area") to such Party's PIN and removes such Expansion Area from the Common Area/Parcel E. Operator shall consent to such division/consolidation as is necessary to effectuate the same. Until such time as the expanded area is included in such Expanding Party's tax parcel for purposes of real estate taxes, the Expanding Party shall pay its proportionate share of the real estate taxes attributable to the Expansion, such amount to be reasonably determined by the Operator in accordance with this OEA. 19 2576414/9/15835M4 ARTICLE VIII CONSTRUCTION REQUIREMENTS FOR BUILDINGS AND IMPROVEMENTS Section 8.1 Construction Requirements for Buildings and Improvements. (a) All construction activities performed or authorized to be performed within the Shopping Center shall be performed in compliance with all Governmental Requirements. All construction shall utilize new materials and shall be performed in a good, safe, workman -like manner. (b) All work performed in the construction, repair, replacement, alteration or expansion any Buildings or Improvements shall only be performed following fifteen (15) days advance written notice to other Parties, be performed as expeditiously as possible and in such a manner as not to unreasonably interfere, obstruct or delay: (i) access to or from the Parcels, or any part thereof, to or from any public right-of-way, (ii) customer vehicular parking in that portion of the improved Parcel E/Common Area, or (iii) the receiving of merchandise by any business on any Parcel, including, without limitation, access to the Buildings. Unless otherwise specifically stated herein, the Party contracting for the performance of such work ("Contracting Party") shall, at its sole cost and expense, promptly repair and restore or cause to be promptly repaired and restored to its prior condition all Buildings, signs and other Improvements damaged or destroyed in the performance of such work. To the extent a Party (or its Occupant) is constructing improvements on its Parcel ("Constructing Party") and causes or allows construction debris or soils to migrate or be brought onto another Party's Parcel, or otherwise damages another Party's Parcel, the Constructing Party, at is sole cost and expense, shall immediately (and consistently, to the extent the problem becomes a chronic issue) cause such debris and soils to be cleaned up or such damage to be repaired. If any portion of the Parcel E/Common Area of the Shopping Center has been developed, such clean up shall be in accordance with the minimum standards of maintenance set forth in Section 6.2. (c) Any construction activities performed or authorized by it shall not: (i) cause any unreasonable increase in the cost of constructing improvements upon another Party's Parcel, (ii) unreasonably interfere with construction work being performed on any other part of the Shopping Center, (iii) unreasonably interfere with the use, occupancy or enjoyment of any part of the remainder of the Shopping Center by any other Party or its Permittees, or (iv) cause any Building located on another Parcel to be in violation of any Governmental Requirements. (d) The Contracting Party shall not permit any mechanics', materialmen's or other professional services liens to stand against any other Parcel for any work done or materials furnished in connection with the performance of any construction on its Parcel; provided, however, that the Contracting Party may contest the validity of any such lien, but upon a final determination of the validity thereof, the Contracting Party shall cause the lien to be satisfied and released of record. The Contracting Party shall, within thirty (30) days after receipt of written notice from the owner of any Parcel encumbered by any such lien or claim of lien, (i) cause any such outstanding lien or claim of lien to be released of record or transferred to bond in accordance with applicable Laws, or (ii) give such assurance as would enable a title insurance 20 2576414/9/15835.004 company to insure over such lien or claim of lien, failing which the owner of said Parcel shall have the right, at the Contracting Party's expense, to payoff said lien and demand payment from the Contracting Party. The Contracting Party shall indemnify, defend, protect and hold harmless the other Parties for, from and against any and all liability, claims, damages, expenses (including reasonable attorneys' fees and costs and reasonable attorneys' fees and costs on any appeal), liens, claims of lien, judgments, proceedings and causes of action, arising out of or in any way connected with the performance of such work, unless such cause of action is solely the result of the negligent or willful misconduct of the indemnified Party. (e) Staging for the replacement, alteration or expansion of any Building, sign or other Improvements located on the Parcels including, without limitation, the location of any temporary buildings or construction sheds, the storage of building materials, and the parking of construction vehicles and equipment shall: (i) be located solely on the constructing Party's Parcel; or (ii) be limited to specific areas of the Parcels reasonably approved in writing by the other Parties unless such area is located at least fifty (50) feet from another Party's Parcel, provided that an Party's failure to respond within thirty (30) days of such request shall be deemed an approval for purposes of this Section 8(e). Each staging area on any Parcel shall be located in such a way that it will not interfere with the use of the Common Area/Parcel E. If substantial work is to be performed, the Constructing Party shall, at the request of Operator, fence such staging and/or storage area. If Operator does not approve the proposed location of the staging and/or storage area, the requesting Party shall modify the proposed location of the staging and/or storage area to satisfy the reasonable requirements of Operator. All storage of materials and the parking of construction vehicles, including vehicles of workers, shall occur only on the constructing Party's Parcel, and all laborers, suppliers, contractors and others connected with such construction activities shall use only the access points located upon the constructing Party's Parcel; provided however, that if no direct public access is available to the Parcel of the Party performing such construction then Operator shall stipulate an approved access route for such construction traffic. Operator shall perform daily sweeping of the adversely impacted by its construction or its construction traffic. Upon completion of such work, the constructing Party shall, at its expense, restore any damaged area to a condition equal to or better than that existing prior to commencement of such work. (f) Each Party hereby grants to the other Parties and their respective contractors, materialmen and laborers a temporary license for access and passage over and across the droves located on the granting Party's Parcel, to the extent reasonably necessary for such Party to construct and/or maintain its Buildings and Improvements upon its Parcel; provided, however, that such license shall be in effect only during periods when actual construction and/or maintenance is being performed, and provided further that the use of such license shall not unreasonably interfere with the use and operation of (i) any business conducted by a Party or Occupant, or (ii) the Common Area/Parcel E on the granting Party's Parcel, and shall not permit the storage by grantee of construction equipment or materials on any grantor's Parcel. Prior to exercising the rights granted herein a Party shall provide each granting Party with a written statement describing the need for such license, and shall furnish a certificate of insurance showing that its contractor has obtained the minimum insurance coverage required by this OEA. The Party shall promptly pay all costs and expenses associated with such work, shall complete such work as quickly as possible, and shall promptly clean and restore the affected portion of the 21 2576414/9/15835M4 Common Area/Parcel E on the granting Party's Parcel to a condition which is equal to or better than the condition which existed prior to the commencement of such work. Except on the Roadhouse Parcel for which there shall be no restriction, no vertical construction that materially and adversely impacts access to or visibility of a Parcel may be performed from November 21 - January 21. (g) In addition to any of the other indemnifications provided herein, each Party shall indemnify, defend, protect and hold every other Party and their respective officers, directors, shareholders, employees and agents harmless for, from and against any and all claims arising out of or related to injury to or death of any person or damage to or destruction of any property occurring on any Parcel and arising out of or resulting from any construction activities performed by or at the request of the indemnifying Party or its Occupants, provided, however, that the foregoing shall not be applicable to either events or circumstances to the extent caused by the negligence or willful act or omission of such indemnified Party, its licensees, concessionaires, agents, servants, employees, or anyone claiming by, through, or under any of them. ARTICLE IX INSURANCE DURING CONSTRUCTION Section 9.1 Insurance Requirements for Contractors and Subcontractors. Prior to commencing construction of any future construction, repair or replacement of any improvements or utilities, Developer or the Party undertaking or overseeing the construction of any future construction (the "Constructing Party"), as the case may be, shall procure and maintain, or cause its contractor(s) and subcontractor(s) to procure and maintain or cause to be maintained, in full force and effect, at all times during the course of the construction of any work in, on or about their respective Parcel, the following insurance coverages and shall use its best efforts to minimize interference with the other Parcels and said party's use of its Parcel: (a) Commercial General Liability insurance, including coverages for premises/operations, underground explosion, collapse hazard, completed operations, contractual liability and "broad form" property damage, in the amounts of Two Million Dollars ($2,000,000.00) per person and per occurrence for incidents of bodily injury, death and/or property damage; (b) Builder's risk policy in an amount equal to the total cost of construction (including both hard and soft costs); (c) Workers' Compensation insurance as required by the Illinois Workers' Compensation Act, or any such similar laws with at least employer's liability coverage in the amount of Five Hundred Thousand Dollars ($500,000); and (d) Commercial Automobile Liability insurance, including coverages for owned, non -owned and hired vehicles, in the amount of One Million Dollars ($1,000,000.00) per occurrence. 22 2576414/9/15835M4 With reference to the insurance policies specified in subsections (a) and (c), claims -made policies are not acceptable. Said insurance policies shall contain a provision that coverages afforded shall not be modified, canceled or allowed to expire until at least thirty (30) days' prior written notice has been given to the other Parties, as the case may be. The additional insureds shall have no responsibility to verify compliance by any Party with such insurance requirements, and each Party shall have all responsibility to verify compliance of all of its contractors and subcontractors with such insurance requirements. ARTICLE X REMEDIES Section 10.1 Remedies. (a) Any remedies of any party specifically provided for in this OEA shall not constitute the sole remedies of such party, but, in addition, each party shall be entitled to exercise any and all other remedies available at law or in equity, including the right to seek to restrain by injunction any violation or threatened violation by any other party of any of the terms, covenants or conditions of this OEA to compel performance of any such terms, covenants and conditions. (b) Any amount owed by a Party, its successors and/or assigns (the "Delinquent Party'), to the other party (the "Invoicing Party") pursuant to this OEA which is not paid when due, and remains unpaid thirty (30) days after written notice thereof from the invoicing party to the Delinquent Party and no legitimate and reasonable objection has been raised as set forth above (the "Delinquent Payment"): (i) shall bear interest beginning on the thirtieth (30th) day of such cure period at an annual rate equal to the lesser of: (y) twelve percent (12%); and (z) the highest rate allowed by law, calculated on the basis of actual days elapsed in a year containing 360 days, from the expiration of such thirty (30) day cure period until the Delinquent Payment and any accrued interest has been paid in full; and (ii) shall, together with any accrued interest, constitute a lien against the Parcel owned by the Delinquent Party (the "Delinquent Payment Lien"). The Invoicing Party may secure and collect any Delinquent Payment, and any accrued interest thereon, by any action or remedy available at law or in equity, and, in addition, may impose and foreclose a Delinquent Payment Lien in the manner by which a mechanics' lien is imposed and foreclosed under Illinois law. The Delinquent Party shall be liable to the Invoicing Party for all reasonable costs and expenses incurred by the Invoicing Party in connection with: (i) securing and collecting the Delinquent Payment and any accrued interest thereon; (ii) imposing and foreclosing the Delinquent Payment Lien; and (iii) exercising or obtaining any other remedy hereunder with respect to the delinquency (including without limitation, reasonable attorney's fees and court costs). (c) Notwithstanding anything to the contrary contained in this OEA and for the avoidance of all doubt, Developer acknowledges that so long as Roadhouse is occupying the Roadhouse Parcel pursuant to the Roadhouse Lease and/or such other written agreement between Roadhouse and the then current owner of the Roadhouse Parcel ("Roadhouse Parcel Owner"), Roadhouse shall have the right to enforce the terms and conditions of this OEA 23 2576414/9/15835M4 as if Roadhouse were a "Party" hereunder. This enforcement right shall include, without limitation, the right to exercise self-help rights arising from a default under this OEA beyond any applicable notice and cure period. Such estoppel certificate shall act to estop the issuer from asserting a claim or defense against a bona fide encumbrancer or purchaser for value to the extent that such claim or defense is based upon facts known to the issuer as of the date of the estoppel certificate which are contrary to the facts contained therein, and such bona fide purchaser or encumbrancer has acted in reasonable reliance upon such estoppel certificate without knowledge of facts to the contrary. The issuance of an estoppel certificate shall in no event subject the issuer to any liability for the negligent or inadvertent failure of the issuer to disclose correct and/or relevant information, nor shall such issuance be construed to waive any rights of the issuer to perform an audit or obtain an adjustment with respect to Costs for any year it is entitled to do so, or to challenge acts committed by other Parties for which approval by the Developer was required but not sought or obtained. ARTICLE XI TAXES AND ASSESSMENTS Section 11.1 Taxes and Assessments. (a) Each Party shall pay all taxes, assessments, or charges of any type levied or made by any governmental body or agency with respect to its Parcel and its share of Parcel E based on such Party's proportionate share set forth on Exhibit I ("Proportionate Share" or collectively, "Proportionate Shares"). If at any time that the Parcels are not separately assessed and taxed, each Party shall pay its respective portion of such real estate taxes, special assessments and any and all other taxes and assessments of every kind or nature levied upon or with respect to the Shopping Center (collectively, "Taxes") pursuant to their Proportionate Shares. (b) On or before the last day of December of each year, Operator (or a third party acting on behalf of Operator) shall mail or deliver a copy of the annual estimated Taxes and a statement of assessment for the next twelve (12) months to each Party. The assessments shall be payable in twelve (12) equal installments which shall be due monthly in advance on the first day of each month. Unless otherwise directed by Operator, such installments shall be mailed or delivered to the principal office of Operator, and shall be deemed paid on the date of delivery. Operator shall reconcile the Taxes no more than once per calendar year. Within thirty (30) days after such notice, the Parties shall pay to Operator an amount equal to the difference between the estimated payments for the Taxes made to Operator during the preceding calendar year and the actual amount of Party's share of the Taxes. Operator shall make payment of the tax bills to the Cook County Treasurer from the amounts so collected and shall forward a copy of the receipt for same to each of the Parties when it is received. (c) If Operator, on behalf of the Parties, attempts to obtain a lowering of the assessed valuation upon the Shopping Center or takes other action for the purpose of reducing taxes thereon with respect to any period prior to the time that the Parcels are separately 24 2576414/9/15835M4 assessed and taxed, the Parties shall cooperate with Operator in such attempt and shall each share in the costs incurred in proportion to its share of the Taxes. Any tax refund received as a result of such action shall be apportioned among the Parties in accordance with their respective portions of the Taxes. Nothing contained herein shall affect the independent right of each Party to protest taxes and other charges to the extent the same affect only such Party's portion of the Shopping Center. ARTICLE XII ESTOPPEL CERTIFICATES Section 12.1 Estoppel Certificates. Each Party and Operator, if any, agrees that upon written request (which shall not be more frequent than three (3) times during any calendar year) of any other Party or Operator, it will issue within thirty (30) days after receipt of such request to such Party, or its prospective mortgagee or successor, an estoppel certificate stating to the issuer's actual knowledge as of such date: (a) Whether it knows of any default under this OEA by the requesting Party beyond any applicable notice and cure period, and if there are known defaults, specifying the nature thereof in reasonable detail. (b) Whether to its knowledge this OEA has been assigned, modified or amended in any way by it and if so, then stating the nature thereof in reasonable detail. (c) Whether to its knowledge this OEA is in full force and effect. ARTICLE XIII NOTICE Section 13.1 Notice. All notices or other communications required or permitted hereunder shall be in writing, and shall be deemed to have been given and received: (i) when personally delivered; (ii) one (1) day after being sent by a nationally recognized overnight courier with guaranteed next day delivery; or (iii) five (5) business days after being mailed by United States certified mail, return receipt requested, postage prepaid, to the address set forth below. Notice of change of address shall be given by written notice in the manner set forth in this Section. To Developer: Speed-GMX Mount Prospect, LLC c/o Speedwagon Properties, LLC 400 N. LaSalle, Suite 805 Chicago, Illinois 60654 Attention: Jason Schiffman With a copy to: GMX Real Estate 3000 Dundee Road Northbrook, Illinois 60062 Attention: Andrew Goodman 25 2576414/9/15835M4 With a copy to: Horwood Marcus & Berk 500 West Madison, Suite 3700 Chicago, Illinois 60661 Attention: Kristin Dunlap Any Party may, at any time, change its notice address and/or add additional Parties for purposes of delivery of notices by mailing, as provided above, at least ten (10) days before the effective date of such change, a notice stating the change and setting forth the new address. If any such notice requires any action or response by the recipient or involves any consent or approval solicited from the recipient, such fact shall be clearly stated in such notice. Further, so long as Roadhouse is occupying the Roadhouse Parcel pursuant to the Roadhouse Lease and/or such other written agreement between Roadhouse and the then current Roadhouse Parcel Owner any notice under this OEA to be provided to the Roadhouse Parcel Owner shall be provided to Roadhouse pursuant to the terms of the Roadhouse Lease. ARTICLE XIV RESERVED ARTICLE XV DAMAGE OR DESTRUCTION Section 15.1 Damage or Destruction. (a) If any Building on any Parcel is so damaged by fire, other casualty, acts of God or the elements (a "Casualty") so that it cannot be restored within one hundred eighty (180) days from the date of the Casualty ("Substantial Damage") in such Party's reasonable discretion, then the owner of the affected Building shall promptly cause such Building to be razed to the extent necessary to comply with all Laws and shall promptly clear all debris from such area, and keep it in a good, safe condition. If the owner of the affected Building fails to comply with the foregoing within one hundred eighty (180) days from the date of the Casualty, either of the other Parties shall notify the defaulting Party and in the event such Party fails to comply with this Section 15.1(a) within thirty (30) days following the date of such notice, then Operator shall be granted a license to enter the affected Parcel after the thirtieth (30th) day following such notice, to clear all debris from such area and leave it in a good, safe condition and shall be entitled to collect any costs or expenses incurred (including reasonable attorneys' fees) for enforcing their rights under this Section 15.1. (b) If the Casualty does not result in Substantial Damage, then the Owner of the affected Parcel will, at its sole cost and expense, restore the Parcel as soon as practical to the condition existing prior to the Casualty. If the Owner of the affected Building fails to complete such restoration within one hundred eighty (180) days from the date of the Casualty, either of the other Parties shall notify the defaulting Party and in the event such Party fails to comply with this Section 15.1(b) within thirty (30) days following the date of such notice, then the remaining Parties shall each be entitled to an amount equal to One Hundred Dollars 26 2576414/9/15835M4 ($100.00) for each day such condition exists beyond the thirtieth (30th) day following such notice. ARTICLE XVI GENERAL PROVISIONS Section 16.1 Covenants Run with the Land. The easements, rights, privileges, covenants, conditions and restrictions contained herein: (i) are made for the direct, mutual and reciprocal benefit of all of the Parcels; (ii) create mutual equitable servitudes upon each Parcel in favor of the Parcel benefited; (iii) bind every entity or person having any fee, leasehold, or other interest in any portion of the Parcels at any time or from time to time to the extent that such portion of said Parcel is affected or bound by the covenant, restriction or provision in question or that the covenant, restriction or provision is to be performed on such portion; and (iv) shall inure to the benefit of and be binding upon the Parties, their successors and assigns. Section 16.2 Duration. Except as otherwise provided herein, each easement, covenant, restriction and undertaking of this OEA shall be perpetual and shall run with the land. Section 16.3 Injunctive Relief. In the event of any violation or threatened violation of any of the terms, covenants, and conditions herein contained, in addition to the other remedies herein provided, any or all of the Parties of the Parcel whose rights are threatened, shall have the right to enjoin such violation or threatened violation in a court of competent jurisdiction. Section 16.4 Modification Provisions. After Developer is no long a Party hereunder, this OEA may not be modified in any respect whatsoever, or rescinded in whole or in part, except with the consent of all of the Parties and the mortgagees of the Parcels and then only by written instrument duly executed and acknowledged by all of said Parties, and duly recorded in the office of the Recorder of Deeds of Cook County, Illinois. During the time that Developer retains an interest in the Project, Developer may amend this OEA upon recordation of a written instrument duly recorded in the Office of the Recorder of Deeds of Cook County, provided, however, if such modification or amendment materially and adversely impacts another Party, such Party's consent shall be required. In furtherance of the foregoing, Developer acknowledges that so long as Roadhouse is occupying the Roadhouse Parcel pursuant to the Roadhouse Lease and/or such other written agreement between Roadhouse and the then current Roadhouse Parcel Owner, Roadhouse's consent shall be required to amend the OEA to the extent such modification materially and adversely affects the Roadhouse Parcel. Section 16.5 Not a Public Dedication. Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Parcels to the general public or for the general public or for any public purposes whatsoever, it being the intention of Developer that this OEA shall be strictly limited to and for the purposes herein expressed. 27 2576414/9/15835M4 Section 16.6 Breach Shall Not Permit Termination. It is expressly agreed that no breach of this OEA shall entitle any Party to cancel, rescind or otherwise terminate this OEA, but such limitation shall not affect in any manner, any other rights or remedies which such Party may have hereunder by reason of any breach of this OEA. Any breach of any of said covenants or restrictions, however, shall not defeat or render invalid the lien of any mortgage or deed of trust made in good faith for value but such covenants or restrictions shall be binding upon and effective against such owner of any Parcel or any portion thereof whose title thereto is acquired by foreclosure, trustee's sale, or otherwise. Section 16.7 Validity and Severance. If any clause, sentence or other portion of this OEA shall become illegal, null or void for any reason, or shall be held by any court of competent jurisdiction to be so, the remaining portion thereof shall remain in full force and effect. Section 16.8 Compliance with Laws. The Parties shall comply promptly with all federal, state and municipal statutes and ordinances, and with all regulations, orders, and directives of applicable governmental agencies, as such statutes, ordinances regulations orders and directives now exist or may hereafter provide concerning the use or safety of those portions of each Parcel that are subject to the grant of easements, covenants and restrictions under this OEA, at such Party's sole expense, make or cause to be made any repairs, changes or modification in, on or to its Parcel required by any of the foregoing. Section 16.9 Release. The Parties each hereby release the other Parties to the extent of any insurance proceeds paid, from any and all liability for any loss or damage caused by fire or any of the extended coverage casualties or any other casualty insured against, however caused, including such fire or other casualty caused by the fault or negligence of the other party, or any persons claiming under it; provided, however, this release shall not be operative in any case where the effect thereof is to invalidate such insurance coverage. In case such release increases the cost of such insurance, the party at fault agrees to reimburse the policy owner for such increased cost immediately upon notice of the amount thereof. To the extent that the other party caused the casualty contemplated in this paragraph and such other party maintains insurance coverage for such casualty, to the extent permitted by such policy, the insurance of the party causing such casualty shall be primarily responsible for covering such casualty without any right of contribution from the other party or the other party's insurance carrier who is so harmed by the casualty. Section 16.10 Exhibits. All exhibits referred to herein and attached hereto shall be deemed part of this OEA. Section 16.11 Force Majeure. Whenever performance is required of any Party hereunder, such Party shall use all due diligence to perform and take all necessary measures in good faith to perform; provided, however, that if completion of performance shall be delayed at any time by reason of acts of God, war, civil commotion, riots, strikes, picketing or other labor disputes, unavailability of labor or materials, unseasonable weather, damage to work in progress by reason of fire or other casualty, or any other cause beyond the reasonable control of such Party, then the time for performance as herein specified shall be appropriately extended by the 28 2576414/9/15835M4 amount of the delay actually so caused. The provisions of this Section 16.11 shall not operate to excuse any Party from the prompt payment of any monies required by this OEA. Section 16.12 Mitigation. In all situations arising out of this OEA, each Parry and Operator, if any, shall attempt to avoid and mitigate the damages resulting from the conduct of any other Party. Each Party shall take all reasonable measures to effectuate the provisions of this OEA. Section 16.13 Attorneys' Fees. If any Party brings an action of law or in equity to interpret or enforce this OEA, the prevailing Party as determined by the Court in such action shall be entitled to recover reasonable attorney's fees and court costs for all stages of litigation, including but not limited to, appellate proceedings, in addition to any other remedy granted. Section 16.14 Exculpation. None of the Persons comprising a Party (whether partners, shareholders, officers, directors, members, trustees, employees, beneficiaries or otherwise) shall ever be personally liable for any judgment obtained against a Party. Each Party agrees to look solely to the interest in the Shopping Center of a Defaulting Party for recovery of damages for any breach of this OEA; provided, however, the foregoing shall not in any way impair, limit or prejudice the right of a Party. (a) Casualty Insurance and Condemnation Proceeds. To recover from a Party all damages and costs on account of, or in connection with, such Party's failure to apply or use casualty insurance or condemnation proceeds in accordance with the terms of this OEA. (b) Hazardous Substances. To recover from a Party all damages and costs arising out of or in connection with, or on account of, a breach by such Party of its obligations under Section 4.2.1. (c) Liability Insurance and Indemnity. To recover from a Party all actual damages and costs arising out of or in connection with, or on account of, either a breach by such Party of its obligations under Section 5 or Section 9 or a failure by such Party to satisfy any indemnity obligation required of it under this OEA. (d) Taxes, Assessments and Liens. To recover from a Party all damages and costs arising out of or in connection with, or on account of, the failure by such Party to pay when due any tax, assessment or lien as specified in Section 11.1. (e) Fraud or Misrepresentation. To recover from a Party all damages and costs as a result of any fraud or misrepresentation by such Party in connection with any term, covenant or condition in this OEA. (f) Equitable Relief; Costs. To pursue equitable relief in connection with any term, covenant or condition of this OEA, including a proceeding for temporary restraining order, preliminary injunction, permanent injunction or specific performance, and recover all costs, including Interest thereon, relating to such enforcement action. 29 2576414/9/15835M4 Section 16.15 Term. This OEA shall be effective as of the date first above written and shall continue in full force and effect until 11:59 p.m. on [CONFIRM]; provided, however, that (i) the easements referred to in Article 11 hereof which are specified as being perpetual or as continuing beyond the term of this OEA shall continue in full force and effect as provided herein, and (ii) except as otherwise specifically provided in this OEA. Except as provided in the preceding sentence, upon the termination of this OEA, all rights and privileges derived from and all duties and obligations created and imposed by the provisions of this OEA shall terminate and have no further force or effect; provided, however, that the termination of this OEA shall not limit or affect any remedy at law or in equity that a Party may have against any other Party with respect to any liability or obligation arising or to be performed under this OEA prior to the date of such termination. Section 16.16 Rule Against Perpetuities. If and to the extent that any of the covenants, easements or other provisions of this Agreement would otherwise be unlawful or void for violation of (a) the rule against perpetuities, (b) the rule restricting restraints on alienation, or (c) any other applicable statute or common law rule analogous thereto or otherwise imposing limitations upon the time for which such covenants, Easements or other provisions may be valid, then the provision in question shall continue and endure only until the expiration of a period of twenty-one (21) years after the death of the last to survive of the class of persons consisting of all of the lawful descendants of Donald J. Trump, current President of the United States, living at the date of this Agreement. Section 16.17 Roadhouse Lease Conflict. As to Roadhouse, in the event and to the extent that any term, covenant or condition of this OEA conflicts with or is deemed to conflict with any term, covenant or condition contained in the Roadhouse Lease (including, without limitation, Sections 4.2.1, 5.1, 6.1, 6.3, 11.1, and 15.1 above), the terms, covenants and conditions of the Roadhouse Lease shall govern and control as it pertains to Roadhouse. For the avoidance of doubt, (i) Roadhouse's obligations with respect to the Roadhouse Parcel shall be limited to such obligations as set forth in the Roadhouse Lease, and (ii) the Roadhouse Parcel Owner shall be responsible, at its cost, to perform the obligations of an "Owner" under this OEA with respect to the Roadhouse Parcel to the extent such obligations conflict with or exceed Roadhouse's obligations regarding the same under the Roadhouse Lease. [Signature page follows] 30 2576414/9/15535.004 IN WITNESS WHEREOF, Developer has executed this OEA as of the day and year first above written. SPEED-GMX MOUNT PROSPECT, LLC, a Delaware limited liability company By: Speedwagon Property Management, LLC, a Delaware limited liability company Jason Schiffman, Manager [SIGNATURE PAGE TO OPERATION AND EASEMENT DECLARATION] 2576414/9/15535.004 STATE OF COUNTY OF 1, , a Notary Public in and for said County and State aforesaid, DO HEREBY CERTIFY that, Jason Schiffman, the Manager of Speedwagon Property Management, LLC, a Delaware limited liability company, the Manager of Speed-GMX Mount Prospect, LLC, a Delaware limited liability company, who is personally known to me to be the same person whose name is subscribed to the foregoing instrument as such appeared before me this day in person and acknowledged that he signed, sealed and delivered the said instrument as his own free and voluntary act for the uses and purposes therein set forth. GIVEN under my hand and notarial seal this day of , 2017. IMPRESS NOTARIAL SEAL HERE Commission expires: 2576414/9/15535.004 Notary Public [NOTARY PAGE TO OPERATION AND EASEMENT DECLARATION] EXHIBIT A LEGAL DESCRIPTION OF THE SHOPPING CENTER THAT PART OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 42 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WEST OF RAND ROAD (EXCEPTING FROM SAID TRACT THE WEST 203.0 FEET THEREOF; AND EXCEPTING THE NORTH 33 FEET THEREOF; AND EXCEPTING THE SOUTH 33 FEET THEREOF), IN COOK COUNTY, ILLINOIS TOGETHER WITH THAT PART OF THAYER STREET IN THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 35 TOWNSHIP 42 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WEST OF RAND ROAD AND LYING EAST OF THE EAST LINE OF THE WEST 203.00 FEET OF SAID SOUTHWEST 1/4, IN COOK COUNTY, ILLINOIS. Permanent Index Number: 03-35-302-007-0000 Common Property Address: 801 East Rand Road, Mount Prospect, Illinois 2576414/9/15835M4 EXHIBIT B SITE PLAN Subiect to modi acation/adiustment 2576414/9/15835.004 EXHIBIT C DEPICTION OF THE EASEMENT AREAS 2576414/9/15835A04 EXHIBIT D COMMON AREA/PARCEL E 2576414/9/15835.004 EXHIBIT E UTILITY EASEMENT (EXISTING) 2576414/9/15835.004 EXHIBIT F UTILITY EASEMENT (FUTURE) 2576414/9/15835.004 EXHIBIT G SHARED SIGNAGE 2576414/9/15835.004 EXHIBIT H EXCLUSIVES 1. Other than [Parcel ], no portion of the Shopping Center shall be leased, sold, occupied, used or operated by any party as a restaurant of any type or nature (including, but not limited to a "fast food", "fast casual" or "quick service" restaurant), or for any medical related use (including, but not limited to, clinics, medical office, medical sales) or for any entertainment use (including, but not limited to, bowling alleys, skating rinks, public places of amusement or similar establishments). 2. Other than [Parcel ], no portion of the Shopping Center shall be used for the operating of any business as a retail vehicle fueling station and/or convenience store. 3. Other than [Parcel ], no portion of the Shopping Center shall be used for the principal business of AAA Automotive, which specifically includes travel services, insurance sales and service, repairs and service of automobiles as well as other related motor club services ("Motor Club Services"). Notwithstanding anything contained herein to the contrary, other tenants in the Shopping Center shall have the right to engage in Motor Club Services if the sale of such items or performance of such services by such tenant is incidental to and not for the primary business of such tenant. 4. Other than [Parcel 1, no portion of the Shopping Center shall be used for the retail sale of natural stone surfaces, ceramic tile, porcelain tile and installation services as a primary use. As used herein, "primary use" shall mean twenty percent (20%) or more of such party's gross sales. 5. Other than the Roadhouse Parcel, no portion of the Shopping Center shall be leased, sold, occupied, used or operated by any party as a restaurant of any type or nature which primarily features steaks, ribs and related menu items ("Steakhouse Restaurant"), or for the advertisement of any Steakhouse restaurant. 2576414/9/15835M4 EXHIBIT I PROPORTIONATE SHARE OF COSTS FOR EACH PARCEL Parcel Parcel A Parcel B Parcel C Parcel D 2576414/9/15835M4 Pro -Rata Share of Costs [Denominator to be set once the parcels are developed] EXHIBIT J PARCEL EXPANSION 42 2576414/9/15835.004 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NO. PZ -18-17 Hearing Date: January 25, 2018 PROPERTY ADDRESS: 801 E. Rand Road and a portion (0.13 acres) of E. Thayer Street right-of-way between N. Louis Street and E. Rand Road PETITIONER: Speed-GMX Mount Prospect, LLC, Village of Mount Prospect PUBLICATION DATE: January 10, 2018 REQUEST: Zoning Map Amendment Plat of Subdivision Conditional use for a final PUD MEMBERS PRESENT Thomas Fitzgerald Agostino Filippone William Beattie Norbert Mizwicki Walter Szymczak Lisa Griffin Joseph Donnelly, Chair MEMBERS ABSENT: Sharon Otteman STAFF MEMBERS PRESENT: Consuelo Arguilles-Deputy Director of Community Development Jason Shallcross-Development Review Planner INTERESTED PARTIES: Andrew Scott Chairman Donnelly called the meeting to order at 7:01 pm. Commissioner Beattie made a motion seconded by Commissioner Szymczak to approve of the minutes from the Planning and Zoning Commission meeting on October 26, 2017. The minutes were approved 7-0. Chairman Donnelly introduced case, PZ -18-17 as 801 E. Rand Road and stated the case is Village Board final. Mr. Shallcross gave a brief description of the Subject Property which consists of two parcels and a portion of public right-of-way dedicated for E. Thayer Street between N. Louis Street and E. Rand Road. Mr. Shallcross summarized the Petitioners proposal to rezone the Subject Property to B3 Community Shopping and to construct a planned unit development (PUD) consisting of four (4) principal buildings. Mr. Shallcross showed exhibits pertaining to the site plan and the floor plans for the proposed tenants which include a restaurant (Texas Roadhouse), automobile maintenance and service center (AAA), tile store (The Tile Shop), and a future drive-through restaurant. Planning and Zoning Commission- January 25, 2018 PZ -18-17 Joseph Donnelly- Chair Mr. Shallcross pointed out that the proposal meets the parking and lot coverage requirements and that the Petitioner will be required to comply with all applicable Village Code landscaping and lighting requirements. Mr. Shallcross summarized the standards for both a zoning map amendment and a conditional use. He further stated, per the Petitioner, the development will remove safety and security issues that exist on large vacant parcels of land and that the buildings will be constructed of high quality and attractive materials will be well lit, and will be maintained to high standards. Mr. Shallcross stated that staff recommends the Planning and Zoning Commission make a motion to adopt staff's findings and recommend approval of the following motions: 1) Zoning Map Amendment to rezone the subject property to the B3 Community Shopping District. 2) A Plat of Subdivision for Mount Prospect Pointe. 3) A Conditional Use for a planned unit development (PUD) consisting of four (4) principal buildings, including an automobile maintenance and service center and a drive-through establishment; subject to the following conditions: A. Removal of the E. Henry Street access; B. The petitioner shall pursue the installation of a traffic signal on Rand Road through the IDOT permitting process and shall pay all costs associated with the installation; C. The petitioner shall submit elevations and site plans for the fourth development pad for staff review and approval. A PUD amendment will be required if the plans are not deemed consistent with the overall approved plan. D. Install a 10' wide shared use path along the Rand Road frontage. Provide any necessary easements to locate the shared use path. E. Prior to obtaining the first Certificate of Occupancy, the Petitioner must submit owner's association documents for staff review and approval. The document must address long-term site maintenance, including snow removal and paving. F. Development of the site in general conformance with the plans prepared by GreenbergFarrow, dated January 12`", 2018; and G. Compliance with all applicable development, fire, building, and other Village Codes and regulations." The Village Board's decision is final for this case. He stated that the Village Board's decision is final for this case. Commissioner Beattie asked for clarification regarding the ingress/egress off of Henry Street. Mr. Shallcross stated that Staff recommends there be no ingress or egress off of Henry Street. Mr. Shallcross addressed Commissioner Filippone's comments regarding lighting on the site. Mrs. Arguilles confirmed that the traffic light will line up with Walmarts ingress/egress access point on to Rand Road. Mr. Shallcross clarified that the signage and lighting proposed meets the Village of Mount Prospect code requirements. Commissioner Filippone asked what will happen to the concrete wall along the west end of the property Planning and Zoning Commission- January 25, 2018 PZ -18-17 Joseph Donnelly- Chair Mr. Shallcross stated that it is left to the discretion of the applicant. Code requires that a six (6) foot screening be provided. He also stated the Petitioner has gone above the code requirement to landscape the western lot line boarding the residential neighborhood. Commissioner Filippone asked what restrictions will be in place for parking/traffic on Henry Street. Mrs. Arguilles stated there is currently no further restrictions discussed than what is currently there. Mrs. Arguilles addressed Chairman's Donnelly comment regarding the proposed plat stating that the length of Thayer Street will be vacated for private use and combine it with the site. Commissioner Beattie asked if the Henry Street access is needed for emergency vehicles ability to access the site. Mrs. Arguilles stated that the Fire Department reviewed with site plan and didn't state the Henry Street access as a requirement. Chairman Donnelly swore in Andrew Scott 10 S. Wacker Drive Chicago, Illinois. Mr. Scott gave a brief description of the potential sales tax the development will bring to the Village on an otherwise dormant site. He stated that the Petitioner is in agreement with all of the conditions recommended by Staff except the Henry Street access. He explained the need for the Henry street access and stated that the Henry Street access is critical for the site to make the southern tenant accessible to patrons. Mr. Scott stated they would have a hard time leasing out the southern parcel which will jeopardize the entire development if the Henry Street access goes away. He stated that Texas Roadhouse may pull out of the deal if the Henry Street access is taken off the site plan. Mr. Scott stated the traffic on Henry Street is already an issue to the residents and the developer has taken the steps to address the concerns and make it right in only access on Henry. Chairman Donnelly asked if the parking lot is available to all users and what are the hours for Texas Roadhouse. Mr. Scott stated the parking lot is a common parcel and is shared by all tenants. Chairman Donnelly swore in Marissa Coleman 2100 S Evergreen Arlington Heights, Illinois. Ms. Coleman stated the hours for the restaurant which complies with the Village of Mount Prospect requirements. Chairman Donnelly swore in Lou Alboona from KLOA. Mr. Alboona addressed the Commission's comments regarding the submittal to IDOT, and stated that the signal meets the IDOTS requirements and they are waiting for the approval. He further explained the left and right deceleration lanes onto the site. Chairman Donnelly opened the discussion to the public. Planning and Zoning Commission- January 25, 2018 PZ -18-17 Joseph Donnelly- Chair 4 Citizens To Be Heard: John Olander 15 N. Edward Street- stated his concern about the access on Henry Street creating traffic in the neighborhood and proposed putting another entrance on along Rand Road instead. Jason Fox 8 N. Edward Street- concerned about traffic on Edward Street and Henry. Jim Bryce 6 N. Louis- proposed switching the location of the auto service business with the drive through restaurant in order to eliminate the need for the Henry Street access. Donna Wesilow 12 N. Louis- asked for clarification on the neighborhood flow George Adamack 26-28 N. Albert- concerned about customers using Albert Street as a cut -through to the Henry Street access. Carol Robertson -12 N. Albert- concerned about Albert Street traffic and the stacking of cars for Kolinowski's Deli and bus drop off on Henry Street for children. Eric Heisel- 6 N. Edward- concerned about the traffic and the noise level from the auto repair shop. Commissioner Filippone asked resident Eric Heisel to give his opinion regarding the traffic issues on Henry with the Kolinowski entrance. Nole Thompson- 107 N. Louis- same issues with traffic from the Kolinowski parking lot and the other tenants of the strip center on Rand. Polly Knudeson-100 N. Louis- concerned about the traffic as well Dawn Fletcher -Collins- 595 N. Prospect Manor- commented that majority of the issues discussed has to do with an already existing development and urged residents to speak up to the Village about them Dwane Young -102 N. Louis- concerned about high speed traffic through the neighborhood Chris Kolinowski- 15 N. Louis- stated he is concerned about increase of traffic through the neighborhood John Forster- 104 N. Louis- asked for a brief zoning description history of the subject property There was general description from Staff regarding the history. The Petitioner addressed the concerns from the citizens as follows: • The drive through restaurant location cannot be switched with the car repair shop because the north end of the site is too narrow to accommodate a drive through • IDOT regulates the amount of curb cuts you can have on a property from one street; therefore, adding another entrance on the north end of the property will not be approved from IDOT • The work from the auto repair shop will done with the bay doors close to conceal noise Planning and Zoning Commission- January 25, 2018 PZ -18-17 Joseph Donnelly- Chair 5 Mr. Scott stated that the majority of the concerns he heard tonight regarding the traffic in the neighborhood is already in existence and that having a right in only curb cut on Henry 250 feet from Rand Road will not impact the already existing issues. Commissioner Beattie made a motion seconded by Commissioner Mizwicki to approve the following motion: 1.) Zoning Map Amendment to rezone the subject property to the B3 Community Shopping District. UPON ROLL CALL AYES: Fitzgerald, Beattie, Mizwicki, Filippone, Szymczak, Griffin, Donnelly NAYS: None The vote was approved 7-0 with a positive recommendation to Village Board. Commissioner Beattie made a motion seconded by Commissioner Fitzgerald to approve the following motions 2.) A Plat of Subdivision for Mount Prospect Pointe UPON ROLL CALL AYES: Fitzgerald, Beattie, Mizwicki, Filippone, Szymczak, Griffin, Donnelly NAYS: None Commissioner Filippone made a motion seconded by Commissioner Beattie to approve the following motion and conditions: 3.) A Conditional Use for a planned unit development (PUD) consisting of four (4) principal buildings, including an automobile maintenance and service center and a drive-through establishment; subject to the following conditions: A. The petitioner shall obtain the installation of a traffic signal on Rand Road through the TDOT permitting process and shall pay all costs associated with the installation; B. The petitioner shall submit elevations and site plans for the fourth development pad for staff review and approval. A PUD amendment will be required if the plans are not deemed consistent with the overall approved plan. C. Install a 10' wide shared use path along the Rand Road frontage. Provide any necessary easements to locate the shared use path. D. Prior to obtaining the first Certificate of Occupancy, the Petitioner must submit owner's association documents for staff review and approval. The document must address long-term site maintenance, including snow removal and paving. E. Compliance with all applicable development, fire, building, and other Village Codes and regulations." Planning and Zoning Commission- January 25, 2018 PZ -18-17 Joseph Donnelly- Chair UPON ROLL CALL AYES: Fitzgerald, Beattie, Mizwicki, Filippone, Szymczak, Griffin, Donnelly NAYS: None The vote was approved 7-0 with a positive recommendation to Village Board. Commissioner Filippone made a motion seconded by Commissioner Beattie to approve the following motion: A. Removal of the E. Henry Street access; B. Development of the site in general conformance with the plans prepared by GreenbergFarrow, dated January 12t', 2018 with the removal of the E. Henry Street access; UPON ROLL CALL AYES: Fitzgerald, Mizwicki, Filippone, Szymczak, Griffin, Donnelly NAYS: Beattie The vote was approved 6-1 with a positive recommendation to Village Board. Commissioner Beattie made a motion seconded by Commissioner Griffin and the meeting was adjourned. Jenna Moder, Community Development Planning and Zoning Commission- January 25, 2018 PZ -18-17 Joseph Donnelly- Chair Dear Planning and Zoning Commission - 1 am a homeowner on Edward St. The main attraction is the peaceful residential neighborhood with a lovely park 2 blocks away. We attended the Town Hall Meeting and saw the plans for the entranc%xit from the shopping onto Henry Street. I have no issues with what is being built just with the entranc%xit onto Henry Street. This would be disastrous to our neighborhood. It would bring on quadruple traffic if not more than that. It will be used as a "cut through" to avoid the traffic lights not used 100 percent by just the patrons of the new shopping center. An exit/entrance off of Rand Road only should be perfectly able to handle the patrons. This neighborhood is not a heavy traffic area & with the park two blocks away shouldn't be. This is one of the main reasons 1 live here. The need for an exit/entrance onto Henry Street is not needed, it would drastically change the neighborhood traffic among other issues. The commercial traffic can be handled perfectly with the exit/entrance on Rand Road only. I would also very strongly suggest a large berm/wall/tall fence being built along Henry St. this would help to continue our neighborhood to be the peaceful area it is now. 1 know Mount Prospect always considers the thoughts & interests of their residents. So we really hope the Planning & Zoning Commission will make the right decision. I would like to say again I am not against the development just that it is done with its residential neighbors in mind. A berm & no exit/entrance onto Henry Street. Thankyou foryour time. Respectfully - Krista Eaton - Edward Street Krista L', at t; 304 N. York Road Bete en ille, III 6oio6 63()/766.59 0 keaton (& ewing-d oherty. com Dear Planning and Zoning Commission - We are homeowners on the corner of Edward St and Henry St. We purchased this house because it is in a quiet, peaceful residential neighborhood and we would like to keep it that way. We attended the Town Hall Meeting and saw the builder's plans, and the neighbors all voiced very strong concerns about the builder putting in an entrance/exit from the shopping center onto Henry Street. This would be disastrous for our quiet neighborhood. It would not only put a lot more traffic on our streets, but people will use this as a "cut through" to avoid the lights, causing an increase of traffic in our neighborhood. There are a lot children that play outside in front of their homes, and a park a block away, and this could cause a very dangerous situation for the children. This would also drastically change our environment into a busy area, which is not what we want. We bought into this neighborhood because it is NOT a heavy traffic area. The solution to this problem would be to have the developer build a large berm along the length on Henry Street so this commercial area would be blocked from view by our neighborhood. By building this berm, our neighborhood would continue to be the peaceful area that it is now and we wouldn't have to look across the street at this commercial shopping center. We are not against this development, but the builder needs to be respectful of building right across from a neighborhood. By blocking the view from our neighborhood, this would appease the residents that live in this area. They need to keep the commercial traffic for the entrance/exit areas to these businesses ONLY on Rand Road. I know that Mount Prospect is always considerate of its residents, so we're hoping that the Planning and Zoning Commission will make the right decision for the residents who live in this area. Respectfully, Dana and John Olander 15 N. Edward Street Mt. Prospect, IL 847-791-1769 - Dana 847-420-2967 - John Michelle Haizel 6 North Edward Mount Prospect, IL 60056 To whom it may concern (regarding Case NO. PZ -18-17): According to the CDC, "In 2015, 5,376 pedestrians were killed in traffic crashes in the U.S. This averages to one crash- related pedestrian death every 1.6 hours." Additionally, "Almost 129,000 pedestrians were treated in ER departments for non-fatal crash related injuries in 2015. Pedestrians are 1.5 times more likely than passenger vehicle occupants to be killed in a car crash on each trip. Those being at risk are greater than 75, children, and drivers / pedestrians under the influence." This might not seem like a lot to many people, but all lives matter right? I live on Edward street, and although I did not know about this meeting because, "I'm not within 250 feet of the developing area," this has a major effect on my family and our neighbors as well. Edward street has been a wonderful place to live on, however over the past four years that we have lived here, there has been an incredibly increase amount of traffic down the street. For instance, delivery trucks making their way to the deli, pizza delivery guys speeding down the street to return to work on time, as well as numerous cars that cut through to get to and from rand and central. Most of the people on our block are close to being the original owner of their house, which shows the longevity of house owners in Mount Prospect. Of course, younger families are moving in to accommodate the older generations that are leaving their residences due to old age. Over the past five years, there has been at least eight new kids on the block under the age of five. I myself have three kids under the age of five, including one with visual impairments. During the summer months, it frightens me to take the kids for a walk to the park because of the motorist speeding thru the neighborhood, especially on the intersection of Henry and Louis. The stop sign on that intersection should not have been removed, and I am here today to make sure with the new development being built, the traffic does not flow thru our neighborhood streets. Today, I request to you to not allow the entrance onto Henry/ Edward street. There is already an increase amount of traffic, and already an increase amount of speeding cars going by. If you do allow this, I believe the situation to get worse, such as an increase amount of noise, increase amount of pollution, and an increase amount of drunken drivers putting out neighborhood in jeopardy. Also, the deli employees park their cars on Henry street, which also displaces those cars to neighboring streets. We believe Mount Prospect is a great place to live and we would like to continue to live here and need your help to protect our community as well as our children. We need to have a plan in place to control motorist, such as speed bumps or dead ends. I believe that putting up a signs do not work because people disobey the signs all the time. Look what happened on central road. A pedestrian hit a signal for a yellow blinking sign and was struck and killed leaving behind her five kids. The best solution to the problem would be to assure motorist and easy entrance/ exit into the development only on rand, and make sure a car can navigate easily in the center. Please help us protect our families our elderly, and especially our children by not allowing an entrance onto Henry Street. It is your God given duty to protect the wellbeing of the people. I thank you for your consideration. Michelle Haizel RESOLUTION NO. A RESOLUTION APPROVING A FINAL PLAT OF SUBDIVISION FOR 801 E. RAND ROAD (MOUNT PROSPECT POINTE) WHEREAS, Speed-GMX Mount Prospect, LLC, (Petitioner) has requested approval of a Final Plat of Subdivision for the purpose of creating one (1) lot of record and granting the required easements along the property lines for the property located at 801 E. Rand Road ("Property") as legally described in Exhibit "A"; and PIN(s): 03-35-302-006-0000 and 03-35-302-007-0000 WHEREAS, the plat 1) creates one (1) lot of record 2) vacates a portion (0.13 acres) of Thayer Street right-of-way 3) dedicates the southern thirty-three feet (33') of the Subject Property to the Village, and 4) creates easements as necessary for utility and walking path maintenance; and NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS, A HOME RULE MUNICIPALITY, AS FOLLOWS: SECTION 1: That the Final Plat of Subdivision creating one (1) lot of record and granting the required public easements along property lines for property located at 801 E. Rand Road attached as Exhibit "A" is hereby approved for appropriate execution and recording. Such Plat and its legal description are incorporated into and made part of this resolution. SECTION 2: This Resolution shall be in full force and effect from and after its passage and approval in the manner provided by law. Passed and Approved this 2011 day of February, 2018 AYES: NAYS: ABSENT: Arlene A. Juracek Mayor ATTEST: Karen M. Agoranos Village Clerk --,n ITI FI f y m • ' T 11 Y ii rAI I a. _ .. 1-4 u 1 YL I "i ••�^v 1R. 1 LJ�I 1 la ■ r IIIIIAY! r � , • � ��� v 1 U • � „ L I 1 • � 1 �• I I ' �' ' • •■•I I I T ti 1 .� �,s I � _ �,.. � � 5 A�I � IW T .. � f� '�■ �ti ti � �a, t RL �h 01 ',f -L -moi �- te. i 34TH � II a '1� tin • ti 4 A �L, I I _aA••111�1� �� 1 1 IIIIY 77 1 q• ry ti Ply ILA � 1. a.m lu ■ u r .ii'� ■I■■ ■------• __ _WWI. Vo■Y■�.e.- --"J ° �s� ' ., �E1.1�--�--•Q- � `� �I'I• 166■JIIW.! o Prepared For: PEE • I. Executive Summary Woods Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.) conducted a traffic impact and signal warrant study for the proposed Mount Prospect Pointe retail development to be located in the northwest quadrant of Rand Road (US 12) and Henry Street in Mt Prospect, Illinois. The plans call for a 3 0,93 0 square -foot retail development that will contain an approximate 8,370 square - foot car care center, an 11,990 square -foot tile shop, a 7,420 square -foot sit-down restaurant, and a 3,150 square -foot fast-food restaurant with drive-through service. Access to the development is proposed from a signalized, full access driveway on Rand Road, in alignment with the existing Walmart retail access driveway that T -intersects Rand Road from the east currently under stop sign control. Additional access will be provided via a proposed access on Rand Road restricted to right-in/right-out only turning movements, in addition to an access driveway on Henry Street, restricted to right -in only turning movements. The traffic study analyzed the following four intersections: 1. Rand Road (US 12) and Mt Prospect Road (signalized) 2. Rand Road and Henry Street (unsignalized) 3. Proposed Full Access/Walmart Retail Access (proposed to be signalized) 4. Proposed Restricted Access and Henry Street Traffic capacity analyses were conducted for the weekday morning, weekday evening, and Saturday midday peak hours for both existing and future (Year 2040) conditions. The total projected traffic volumes includes the existing traffic volumes increased by a regional growth factor of 8 percent and the traffic estimated to be generated by the proposed subject development. The findings and recommendations of the traffic and signal warrant study are as follows. Rand Road (US 12) is under the jurisdiction of the Illinois Department of Transportation (IDOT) and is classified as a Strategic Regional Arterial (SRA). Rand Road carries an average daily traffic volume (ADT) of 24,300 vehicles. A traffic signal is warranted and recommended at the proposed full access drive, in alignment with the existing Walmart northerly access drive, on Rand Road (US 12) based on the existing traffic generated by the Walmart northerly access drive, the projected traffic estimated to exit the proposed access, and the existing through traffic volumes along Rand Road (US 12). Warrant 1B, Warrant 2, and Warrant 3 are all satisfied and meet warrants. A traffic signal is recommended and beneficial to this intersection to serve two major retail developments and allow protected passage for exiting vehicles onto Rand Road. Mount Prospect Pointe Retail Development ���� Mt Prospect, Illinois 1 The proposed access opposite the existing Walmart retail access on Rand Road (US 12) should be improved to include the following. o Signalize the intersection. o Interconnect the traffic signal with the existing "triangle" traffic signal interconnect system to the southeast that includes Rand Road at Mt Prospect Road and Central Road, and the intersection of Mt Prospect Road and Central Road. A re -optimization of the existing traffic signal network may be needed. o Widen Rand Road (US 12) to provide a southbound deceleration/right-turn lane. o Via restriping, provide a northbound left -turn lane on Rand Road with 185 feet of storage and 200 feet of taper. o The proposed access drive should provide one lane inbound and two lanes outbound striped to provide a left -turn lane and a shared through/right-turn lane. o The existing Walmart access drive on the east side of Rand Road should be restriped to provide a left -turn lane and a shared through/right-turn lane. o The traffic signal should provide protective -permissive left -turn phasing (i.e. left - turn arrow) for all four approaches, and permissive -overlap right -turn phasing (i.e. right -turn arrow) for the southbound right -turn lane. o High -visibility crosswalks with countdown pedestrian signals should be provided on all four legs of the intersection. The queue analysis shows that a traffic signal at the proposed access location will work in conjunction with the existing traffic signal interconnect network to the south at Mt Prospect Road and that the traffic queues are not projected to extend to the adjacent signalized intersections. The signalized intersection on Rand Road (US 12) at Mt Prospect Road will continue to operate at similar levels of service and delay under projected (2040) traffic conditions to existing conditions. Therefore, no roadway or traffic control improvements are recommended at this intersection in conjunction with the proposed development. At the intersection of Henry Street and Rand Road, the southbound Rand Road to westbound Henry Street right -turning movements, as well as the eastbound Henry Street to northbound Rand Road left -turning movements are restricted, via signage, from 6:00 to 9:00 A.M. and from 4:00 to 6:30 P.M. Monday through Friday. Further, the development is proposing a full, signalized access on Rand Road, as well as a restricted access on Rand Road. As such, a low volume of development -generated traffic is expected to access the development via Henry Street. Therefore, no roadway improvements or changes in turning restrictions are recommended at this intersection in conjunction with the proposed development. A high -visibility crosswalk is recommended across the west leg (Henry Street). • The inbound traffic on the proposed main access drive will be under free-flow conditions at its T -intersection with the main north -south drive aisle within the site, so that inbound traffic will not backup onto Rand Road. Further, the queue analysis shows that as a signalized intersection, the outbound traffic will not extend to the north -south drive aisle Mount Prospect Pointe Retail Development Mt Prospect, Illinois 2 during the weekday morning and Saturday midday peak hours. The weekday evening peak hour may extend beyond the provided storage; however, vehicles will be able to queue on the main north -south drive aisle until the next green phase. The proposed restricted access on Rand Road (US 12) should provide one lane inbound and one lane outbound under stop sign control. The access will be physically restricted to right-in/right-out only turning movements. Ahigh-visibility crosswalk is recommended across the west leg (Henry Street). The proposed access on Henry Street will become the main, north -south drive aisle, through the development, thereby providing a convenient alternative and an additional access point for site traffic, particularly for those vehicles accessing the restaurant with drive-through service at the south end of the development. The access will be designed to physically restrict turning movements to right -in only. The overall site circulation and internal access plan provides the driver with multiple options to navigate within the site. Crosswalks will be provided between the parking aisles and the retail buildings, which promote pedestrian visibility and alerts the vehicles of pedestrian activity. Mount Prospect Pointe Retail Development /rALDWI& Mt Prospect, Illinois 3 1. Introduction OWN," A traffic impact and signal warrant study was conducted for the proposed Mount Prospect Pointe retail development to be located in the northwest quadrant of Rand Road (US 12) and Henry Street in Mt Prospect, Illinois. The plans call for an approximate 8,370 square -foot car care center, an 11,990 square -foot the shop, a 7,420 square -foot sit-down restaurant, and a 3,150 square -foot fast-food restaurant with drive-through service. Access to the development is proposed from a signalized, full access driveway on Rand Road, in alignment with the existing Walmart retail access driveway that T -intersects Rand Road from the east currently under stop sign control. Additional access will be provided via a proposed access on Rand Road restricted to right-in/right-out only turning movements, in addition to an access driveway on Henry Street, restricted to right -in only turning movements. The following sections of this report present the following. Existing roadway conditions including vehicle, pedestrian, and bicycle traffic volumes for the weekday morning, weekday evening, and Saturday midday peak hours A description of the proposed development Vehicle trip generation for the proposed development Directional distribution of development -generated traffic Regional growth in traffic for Year 2040 no -build conditions A traffic signal warrant analysis for the proposed access driveway on Rand Road (US 12) Future transportation conditions including access to and from the development The purpose of this study was to examine existing traffic conditions to establish a base condition, assess the impact that the proposed development would have on traffic conditions in the area, and determine the roadway and traffic control improvements needed to mitigate this development's impact based on Year 2040 buildout traffic conditions. Mount Prospect Pointe Retail Development /CA Mt Prospect, Illinois 4 0A I 2. Existing Conditions MONIM Existing traffic and roadway conditions were documented based on field visits and traffic counts conducted by KLOA, Inc. The following provides a detailed description of the physical characteristics of the roadways including geometry and traffic control, adjacent land uses and peak hour traffic flows along area roadways. Site Location The development site is located in the northwest quadrant of Rand Road (US 12) and Henry Street in Mt Prospect, Illinois. The site is bordered by a residential neighborhood to the north and west, Henry Street/residential to the south, and Rand Road (US 12)/retail developments to the east. The site is currently undeveloped and is known as the former Mitchell Buick site. The Walmart retail center is directly across Rand Road. Its existing northerly access driveway will align with the development's full access driveway that is proposed to be signalized. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows the conceptual site plan. Existing Roadway System Characteristics The characteristics of the existing roadways that surround the proposed development are illustrated in Figure 3 and described below. Rand Road (US 12) is classified as a major arterial roadway, providing two through lanes in each direction with a center lane providing left -turn storage at major intersections. The posted speed limit is 40 mph. Rand Road is under the jurisdiction of the Illinois Department of Transportation (IDOT) and is designated by IDOT as a Strategic Regional Arterial (SRA). According to IDOT's website, the average daily traffic (ADT) volume is 24,300 vehicles. Henry Street is an east -west roadway that extends between Rand Road to west of IL 83, where it terminates at Pine Street. It provides one lane in each direction and permits parking on the north side of the roadway in the vicinity of the site. At the intersection of Henry Street and Rand Road, the southbound Rand Road to westbound Henry Street right -turning movements, as well as the eastbound Henry Street to northbound Rand Road left -turning movements are restricted, via signage, from 6:00 to 9:00 A.M. and from 4:00 to 6:30 P.M. Monday through Friday. Henry Street is under stop sign control at its intersection with Rand Road, has a posted speed limit of 25 mph, and is under the jurisdiction of the Village of Mt Prospect. Walmart Northerly Access Drive is a full access driveway that T -intersects Rand Road directly opposite the proposed subject development. The access drive provides one inbound lane and two outbound lanes striped to provide a left -turn lane and a right -turn lane under stop sign control. A southbound left -turn lane is provided on Rand Road. This access drive is provided in conjunction with the existing signalized access drive at Mount Prospect Road that also serves the Mount Prospect Plaza as well as the full movement access driveway off Central Road. Mount Prospect Pointe Retail Development ���� Mt Prospect, Illinois 5 Al ILI z pril > I I r I lc''vrNmr}r St F 0 z J. Li V LA Fitness x E E'ne Wjhlarid A-ic .0 z E C46M LA 01 V) Central Rd CentTal Rd Central Rd Central Rd 0 0 v W Memory Ln L M eto or ri GregoryPark V z F z z Z Chr[slian Life Church L', CL I - yfiscontin mr Mt- ProSpect IN Grogory 51 U) 4� 1H*hV*04 Up V" V' F F AMrr E L r ec!;i A o SITE �-*'l I Ln E Lowden Ln 9 Cardirial Ln E Smal I t ri T V Lq X) 49 IV f�JJ�urr. --wo z t. U Mlbajxi Ave 7 E TPOW St Al I I r I lc''vrNmr}r St z J. 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Site Location Mount Prospect Pointe Retail Development Mt Prospect, Illinois evillillillillillilliillillillillillillillillrn " Figure I Conceptual Development Plan Mount Prospect Pointe Retail Development Mt Prospect, Illinois 7 Figure 2 LU m Q CO U�/� — O a 0 LL 0 Q O � N Z � � v O J Z N O Y � r r O u�P OPO Q � W LU a ~1= O a z (17 N a Zz LU O Q <`' co o Y o U ac J ooU) LU Z GVOH 133dSOad 1W z a m V) D — (n W � U Q � � 2 vi r Q ® 3 u Y OW Z!%, � -4% 1 O ® Y U 1d Z 1ass c~n — ��j�cs uJ W ` Z U W �X Il O O m > pmt O ❑ o r 133a1S � dbvM43 W c� 0 � � O 133a1S T SIf10� O Z O L a oa)�, M C: C/)Y oM co - p J 6 O O N (� U Q U O Z Q m N-+� 0 (6 Q N U U m Z N cn WQ Q J Z� O Q W N Z � ~ J D � = V1 J (n Z W Q Z H �' a- WLU z w (n � o Z� LL 0-W W O W Of� F- Z a 0 0 0 H F- W O W U U Z Z 1�oX 0& 00 Traffic Signal Interconnect The traffic signals at the "triangle" intersection that includes Rand Road at Mt Prospect Road and Central Road, and the intersection of Mt Prospect Road and Central Road are a standalone traffic signal interconnect system that is owned by IDOT and maintained by the Village of Mount Prospect. All of the traffic signals operate at a 90 second cycle length during the weekday morning, a 100 second cycle length during the weekday evening, and a 100 second cycle length during the weekday and Saturday midday hours. Existing Traffic Volumes Vehicle, pedestrian, and bicycle movement traffic counts were conducted on Thursday, March 23, 2017 during the morning (7:00 to 9:00 A.M.) and the evening (4:00 to 6:00 P.M.) peak hour periods, and on Saturday, March 25, 2017 from 12:00 to 2:00 P.M. at the following three intersections. 1. Mt Prospect Road and Rand Road (US 12) (signalized) 2. Henry Street and Rand Road (unsignalized) 3. Walmart Northerly Access Drive and Rand Road (unsignalized) From the manual turning movement count data, it was determined that the weekday morning peak hour generally occurs between 7:45 and 8:45 A.M., the weekday evening peak hour generally occurs between 4:45 and 5:45 P.M., and the Saturday midday peak hour generally occurs between 1:00 and 2:00 P.M. These three respective peak hours will be used for the traffic capacity analyses and are presented later in this report. Pedestrian and bicycle activity was reported to be very low at the study intersections, which may be a result of the timing of the study. The existing peak hour vehicle traffic volumes are shown in Figure 4. Rand Road and Walmart Northerly Access Drive Table 1 tabulates the 12 -hour traffic volumes accessing the Walmart northerly access drive and the peak hourly two-way volumes traversing Rand Road. As shown in Table 1, this access drive carries a significant amount of customer traffic, especially left -turns in and right -turns out, thereby providing relief to the traffic load at the signalized access opposite Mount Prospect Road. Mount Prospect Pointe Retail Development ICAWOA4 Mt Prospect, Illinois 9 LU Q CO U�/� — W O a LL 0 Q O � N Z cm� v M O J Z N O Y � r r Q �POPQ Q �% W Sb S l/b,0 �� L [ [ ] (l) 0 `� 66J J� [ZV[] VD 55 �/j 1%9 b r ME] (69M ESV �Slv f6l! r 2 U V OH �22lj��� 133dSOad 1W / LU ph O U_ �h`Lh`L�h LL LL y � � c� r �D z j�JAo 7�d 1p�hh, n �V14 rc' 133�yS � J 1 cyo v4. o 0 10 9s Aeol ON �O 100 133a1S 000l ouvAAa3 W cn o 0 133a1S T N sinoi Z o 0 �+� C/)= _� c • — LO LO Y0 od �ci w c �_ -_ a U O Cho Q>U H ❑ cn a) a) z LU W OC Z = O ==LU _ CD `s `1 0 J W W ❑ O Q Q 0- (n O 00 000 0 Table 1 TRAFFIC COUNT SUMMARY - RAND ROAD AND WALMART NORTHERLY ACCESS DRIVE Mount Prospect Pointe Retail Development IrALDWI�L Mt Prospect, Illinois 11 AccessWalmart - Rand Road Time 7:00 - 8:00 A.M. In 48 Out 52 o.Total 100 15028 1,295 2,323 8:00 - 9:00 A.M. 78 59 137 11045 1,280 2,325 9:00 - 10:00 A.M. 100 74 174 911 971 11882 10:00 - 11:00 A.M. 103 103 206 845 911 11756 11:OOA-12 : OOP 161 138 299 946 11027 1,973 12:00 — 1:00 P.M. 167 167 334 994 1,111 2,105 1:00 — 2:00 P.M. 158 177 335 15016 1,062 2,078 2:00 — 3:00 P.M. 145 152 297 11043 1,107 2,150 3:00 - 4:00 P.M. 149 147 296 11147 11294 2,441 4:00 - 5:00 P.M. 135 162 297 11302 1,409 2,711 5:00 - 6:00 P.M. 136 177 313 11456 1,539 21995 6:00 - 7:00 P.M. 138 145 283 11245 1,175 2,420 Mount Prospect Pointe Retail Development IrALDWI�L Mt Prospect, Illinois 11 To evaluate the impact of the subject development on the area roadway system, it was necessary to quantify the number of vehicle trips the overall site will generate during the respective three peak hours and then determine the directions from which the proposed traffic will approach and depart the site given the proposed access that will serve the overall development. Proposed Site and Development Plan The site is currently undeveloped and is known as the former Mithcell Buick site. That development had a full access on Rand Road in the approximate location of the proposed full access that is being proposed with the subject development. The plans call for a 30,930 square - foot retail development that will contain an approximate 8,370 square -foot car care center, an 11,990 square -foot tile shop, a 7,420 square -foot sit-down restaurant, and a 3,150 square -foot fast-food restaurant with drive-through service. Vehicle Access Three access driveways are proposed to serve the development, as described below. Full Access and Rand Road. This proposed full access driveway on Rand Road is proposed to be signalized and will be in alignment with the existing Walmart retail access driveway on the east side of Rand Road, becoming the west/fourth leg to this existing T -intersection. The access proposes to provide one lane inbound and two lanes outbound striped to provide a left -turn lane and a shared through/right-turn lane. Further, Rand Road will be widened to provide a southbound right -turn lane and improved, via restriping of the existing center lane, to provide a northbound left -turn lane. Restricted Access and Rand Road. Located approximately mid -distance between the proposed full access and Henry Street, this access will provide one lane inbound and one lane outbound and be restricted to right-in/right-out only turning movements. The outbound movements will be under stop sign control. Restricted Access and Henry Street. Located just to the east of Edward Street, this proposed access drive will T -intersect Henry Street from the north. The access will provide one inbound lane and will be restricted to right -in turning movements only. Mount Prospect Pointe Retail Development ���� Mt Prospect, Illinois 12 Internal Circulation The site is bifurcated to the east and west by the main north -south drive aisle, which begins as the restricted access off Henry Street and proceeds north of the automotive center, providing access to each of the land uses, as well as the east -west parking drive aisles that serve them and the two proposed access drives off Rand Road. This layout and circulation provides the drive with multiple options to navigate within the site. The major internal intersections are proposed to be under stop sign control, which eliminates the concern of which movement has the right-of- way, thereby reducing turning movement conflicts. Further, the inbound movements from Rand Road at the main access drive will be under freeflow conditions at its internal intersection with the north -south drive aisle, so that inbound traffic will not backup onto Rand Road. Crosswalks will be provided between the parking aisles and the retail buildings, which promote pedestrian visibility and alerts the vehicles of pedestrian activity. Pedestrian crosswalk signage, including "Stop for Pedestrians" should be installed at major crosswalks to further alert drivers of the upcoming crosswalks. Restaurant Drive -Through Circulation The proposed layout the restaurant drive-through shows a one-way counter -clockwise circulation. Vehicles will enter the drive-through queue from the west side of the respective building and stack/queue along the west and south faces of the building. This layout provides maximum drive-through storage without impeding internal site circulation. Do Not Enter signage should be posted at the exit of the drive-through to restrict opposing vehicles from entering the one-way circulation. The drive-through exit should be under stop sign control. The drive-through layout provides stacking for approximately 9 to 10 vehicles in the drive-through system. Based on KLOA's experience with fast casual restaurants, the proposed drive-through stacking will be adequate. Directional Distribution of Development Traffic The directional distribution of how traffic will approach and depart the site was estimated based on the general travel patterns through the study area derived from the peak hour traffic volumes, as well as the turning movement restrictions at the intersection of Rand Road and Henry Street. Figure 5 shows the established directional distribution for this development, in addition to the distances, measured in feet, between the study area intersections. Development Traffic Generation The estimate of vehicle traffic to be generated by the development is based upon the proposed land use type and size. The volume of traffic generated for the proposed development was estimated using data published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. Mount Prospect Pointe Retail Development Mt Prospect, Illinois 13 Table 2 tabulates the vehicle trips anticipated for this development for the weekday morning, weekday evening, and Saturday midday peak hours, as well as the daily (two-way) traffic volumes. It is important to note that the restaurant land uses, particularly the proposed fast food restaurant with drive-through service, typically attracts traffic from the surrounding roadway network already enroute to another destination (i.e. work or home). Although a typical pass -by trip reduction of up to 50 percent may be applied to the development -generated traffic, no pass -by reduction was taken to account for a conservative study. Further, no reduction was taken for interaction between the land uses, or captured trips, where a patron may go to the the shop and then to the restaurant in the same visit. Development Traffic Assignment The peak hour traffic volumes projected to be generated by the proposed development (refer to Table 2) were assigned to the area roadways based on the directional distribution analysis (Figure 5). Figure 6 shows the assignment of the development -generated traffic volumes. Mount Prospect Pointe Retail Development IrALDWI�L Mt Prospect, Illinois 14 Table 2 ESTIMATED DEVELOPMENT -GENERATED PEAK HOUR TRAFFIC VOLUMES ITE Weekday Weekday Saturday Land- Morning Evening Midday Weekday Use Peak Hour Peak Hour Peak Hour Daily Code Type/Size In Out In Out In Out (2 -Way) Sit -Down Restaurant 7,420 s.f.Car •, Care Center• • 1 8,370 Tile Shop Fast Food with D/T Total Development Vehicle Mount Prospect Pointe Retail Development IrALDWI�L Mt Prospect, Illinois 15 LU Q CO v / O o 0 z avva 133dSOad 1W z 0 F— Z) _m uJ W LL Z p Z W W J W Z U � Lu — O 0 O 0 z 0 D m ry U) 0 Q z 0 C) 0 0 LU U) LU LU In Q U COU O - 0) W O a LL 0 Q O O � N Z cm� v M O J Z N O Y � r r Q �POPQ Q Fa W CC V 00 cn ui adOa 133dSOad lW J O LL LL ❑ Lu �s;s N < LU hal 0� FL 'I z LUd 7�d a �h I 1�39� > y� 0 9, Lu J t,>Lh S LU L �) �yol Q • h !, cD (n 1000 16 "e `hel 133a1S 1 . ui I I � . I � I I I . . ■ ■ mmj a_ 0 133a1S T iv sinoi Z o 0 r M a) OC: .- C/)Q a = Q - z 0a)0 Q 2 0- E .� 00 L'n w cn �, Q LO LO U U O H Q Q > N W p L O wL-- LU N Q zo > > �cn W zo oLU Q = V1 J W W O N Q w Q a Cl) a 0 0 0 ADD � u Year 2040 Base (Nn -Build) Projected Traffic Condition The Year 2040 base traffic volume projections include regional growth in traffic. To account for the increase in existing traffic related to regional growth in the area (i.e. not attributable to any particular planned development) for Year 2040 conditions, the existing peak hour traffic volumes were increased by a factor of 8 percent. This increase percentage was based on population forecasts provided by the Chicago Metropolitan Agency for Planning (CMAP). A copy of the CMAP letter is included in the Appendix of this report. Figure 7 shows the Year 2040 Base (No -Build) projected traffic volumes. Year 2040 Total Projected Traffic Condition The buildout total projected traffic volume condition includes the Year 2040 Base conditions (Figure 7) and the development -generated traffic volumes (Figure 6). Figure 8 shows the total projected Year 2040 traffic volume conditions. Mount Prospect Pointe Retail Development 1r1WOA1& Mt Prospect, Illinois 18 r Q :l. Q Fa Z CCW V S 14��l/b,0 o L [Z] (Z) l 66 [Zbl] VD 55 fro � �b '� r [ZOE] (905) 69V U V Oa 133dSOad 1W � oa "'O �hto0 tp � 0>1 B O Q = a � Lo < 2 Q _ LU Ct) Lo Lr)d _U LL LL Z� � � D w Q w J w w a a O Q oC Q m 0 a 000 O #DD .� u U) J O U L LLC) QJ �m W� U)O QZl z m 0 Iq 0 N LUQ a) C ._ 0 O O E .� U O Q O U cn > a) a) O Q � -_ O L n O r Q :l. Q Fa ZCCW V 66 � [ZV[] VD 55 !e �Q�Ij� 1, rl 00 '� r [660 (6[5) 105 > UVOH � 2� 133dSOad 1W ham' B S 133�y ,d 1a3�� 133a1S auvAAa3 000-1u � U) J O U_ LL LL ry W U LU O a) �-I-cn .— .0 O O E .� Q= 00 (1)—+; Q O U cn > a) a) O Q 0- �— O 0 cv INAo`� 2! 1 lh I 'LO N A°� L� �9i moi' � o c' 1 `tir • /heti 0� a �� cc 9- bhp �hQl Vis,``' ., osIN, � I I W I I cn I ' It® ■ ■ ■ ■ ■ ! E r Q :l. Q Fa ZCCW V 66 � [ZV[] VD 55 !e �Q�Ij� 1, rl 00 '� r [660 (6[5) 105 > UVOH � 2� 133dSOad 1W ham' B S 133�y ,d 1a3�� 133a1S auvAAa3 000-1u � U) J O U_ LL LL ry W U LU O a) �-I-cn .— .0 O O E .� Q= 00 (1)—+; Q O U cn > a) a) O Q 0- �— O 0 cv 4. Traffic Analysis and Recommendations Capacity analyses were performed for the key intersections included in the study area to determine the ability of the existing roadway system to accommodate existing and future traffic demands. Analyses were performed for the weekday morning, weekday evening, and Saturday midday peak hours for the existing (Year 2017) and projected (Year 2040) conditions. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board's Highway Capacity Manual (HCM), 2010 and using HCS 7 analysis software. The signalized intersection of Rand Road (US 12) and Mt Prospect Road was analyzed using programmed cycle lengths (90 seconds for weekday morning, 110 seconds for weekday evening, and 100 seconds for Saturday midday), offsets, and phasings to determine the average overall vehicle delay, volume -to -capacity ratios, and levels of service. The proposed signalized intersection at the proposed access and Rand Road was analyzed using the same cycle lengths. 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. A summary of the traffic analysis results showing the LOS and delay (measured in seconds) for the analyzed intersections for the existing (Year 2017) and future (Year 2040) conditions are presented in Table 3 and Table 4. The unsignalized intersections are presented in Table 5. A discussion of each of the intersections follows. Mount Prospect Pointe Retail Development Mt Prospect, Illinois 21IrIMOA R' a N O � z C*� cl� O C*� `o 00 M I u I I I I u u M M 00 00 M • Ilt N M u M u M u `O U 00 N M M N N • • 00 N u N N r--+ M um* r--+ um* r--+ u C U 00 N I M I M I N I N • 00 �., • � oc + M N 00 u cN u kr; U kr; • r--+ M 00 • ,-� • A� 00 00 ' 0� 00 ukr� kr� N Q u C 00 N I�t ukr; W N M u 0 00 N N I N I N G4 A4 u u u - �� ° �� 0 Wo �� X006 • 00 "t 00 —, + I N I N I N I N I N G4 A4 G4 GQ A4 A4 l� M 00 0� UM • � N � N � N • W W W N O � z N N O O • opo N M N ' • 00 00 �`�'• oc �C� u °O �M O • 00 • • i i � � � i i � M • • W � • � � � � 00 G4 O A� M � 00 O M 00 r --a M m 00 `o • O `O M O M 00 .' � 00 I I VI) I rn Qkr; w+ Qoo w� QO wkr; 00 N M 00 O N O ^ • Q 00 I A N M oc � � w • N b.1J N ,� N b�A N ,� N ,ct� CIO C11 • ct N Table 5 C1 A T) A f--ITT-XT A AT AT TTC-F7 C T) -U7 CT TT TC T TATO T!''AT A T T'7-F7T % T-XTT-F7T) C-Uf'1' FTfYkTC Henry Street and Rand Road (US 12) EBA: C — 18.3 EBA: C — 23.6 EBA: C — 23.4 Existing (Year 2017) NBL:B-12.8 NBL:B-14.3 NBL:B-11.5 EBA: C — 20.1 EBA: D — 27.8 EBA: D — 27.7 Projected (Year 2040) NBL:B-13.4 NBL:C-16.4 NBL:B-12.5 Restricted Access and Rand Road (US 12) Projected (Year 2040) EBA: C — 15.6 EBA: C — 17.1 EBA: B — 14.2 *A = Approach by direction (e.g. WBA = Westbound Approach). *L = Left -turn by direction (e.g. NBL = Northbound Left -turn). Mount Prospect Pointe Retail Development ICALOAI%k Mt Prospect, Illinois 24 The following is an evaluation of the analyzed intersections based on the projected traffic volumes and the capacity analyses performed. Mt Prospect Road and Rand Road (US 12) This signalized intersection currently operates at an overall acceptable LOS, however, the northbound left -turn movement, which has approximately 400 vehicles turning left during each of the respective peak hours, operates at a less than desirable LOS during the weekday evening and Saturday peak hours. This is primarily due to the split phase operation that occurs between Mt Prospect Road to the south and the retail access drive to the north. As a result, less greentime is given to each minor approach and there is a longer lag time from when the approach receives a red ball until it turns green again. Under projected conditions, the delay increases for the northbound left -turn movement, which is a combination of the split phase operation and the increase in traffic volumes resulting from regional growth in traffic. As shown, the proposed subject development traffic represents less than one percent of the left -turning traffic. The overall intersection will operate at the respective LOS under projected conditions with an increase in delay ranging from four to ten seconds. As such, no roadway or traffic control improvements are recommended at this intersection in conjunction with the proposed development. Henry Street and Rand Road (US 12) At the intersection of Henry Street and Rand Road, the southbound Rand Road to westbound Henry Street right -turning movements, as well as the eastbound Henry Street to northbound Rand Road left -turning movements are restricted, via signage, from 6:00 to 9:00 A.M. and from 4:00 to 6:30 P.M. Monday through Friday. Further, the development is proposing a full, signalized access on Rand Road, as well as a restricted access on Rand Road. As such, a low volume of development -generated traffic is expected to access the development via Henry Street. It is important to note that the existing traffic volumes indicate there are violations of the eastbound left -turn movement where vehicles are making an illegal left -turn from Henry Street onto northbound Rand Road. However, the intersection eastbound approach under stop sign control operates at an acceptable level of service and will continue to do so under projected traffic conditions. The projected conditions retained the illegal left -turn movements. Therefore, no roadway improvements or changes in turning restrictions are recommended at this intersection in conjunction with the proposed development. A high -visibility crosswalk is recommended across the west leg (Henry Street). Mount Prospect Pointe Retail Development Ifl-W ` Mt Prospect, Illinois 25 Proposed Access/Walmart Northerly Access and Rand Road (US 12) The proposed access on Rand Road (US 12) should be improved to include the following. Signalize the intersection. Interconnect the traffic signal with the existing "triangle" traffic signal interconnect system to the southeast that includes Rand Road at Mt Prospect Road and Central Road, and the intersection of Mt Prospect Road and Central Road. A re -optimization of the existing traffic signal network may be needed. Widen Rand Road (US 12) to provide a southbound deceleration/right-turn lane. Via restriping, provide a northbound left -turn lane on Rand Road with 185 feet of storage and 200 feet of taper. The proposed access drive should provide one lane inbound and two lanes outbound striped to provide a left -turn lane and a shared through/right-turn lane. The existing Walmart access drive on the east side of Rand Road should be restriped to provide a left -turn lane and a shared through/right-turn lane. The traffic signal should provide protective -permissive left -turn phasing (i.e. left -turn arrow) for all four approaches, and permissive -overlap right -turn phasing (i.e. right -turn arrow) for the southbound right -turn lane. High -visibility crosswalks with countdown pedestrian signals should be provided on all four legs of the intersection. As noted, the inbound traffic on the proposed access drive will be under freeflow conditions at its T -intersection with the main north -south drive aisle within the site, so that inbound traffic will not backup onto Rand Road. Further, the queue analysis shows that as a signalized intersection, the outbound traffic will not extend to the north -south drive aisle during the weekday morning and Saturday midday peak hours. The weekday evening peak hour may extend beyond the provided storage; however, vehicles will be able to queue on the main north -south drive aisle until the next green phase. Table 6 shows the 95th percentile queues for this intersection for all three peak hours. The queue analysis along Rand Road shows that a traffic signal at the proposed access location will work in conjunction with the existing traffic signal interconnect network to the south at Mt Prospect Road and that the traffic queues are not projected to extend to the adjacent signalized intersections. Mount Prospect Pointe Retail Development ICALOAI& Mt Prospect, Illinois 26 N � N � • N N • l� N M • `O O 00 N M O � O � • • `O • N N O� � l� • � M � � . N N � N N • � N N • M � � • � In • M M � � 01 00 V-) N Signal Warrant Analysis The proposed access/Walmart Northerly Access Drive and Rand Road (US 12) intersection was examined to determine if a traffic signal will be warranted under future conditions. Installation of a traffic signal requires that one or more of the nine signal warrants outlined in the Manual on Uniform Traffic Control Devices (MUTCD 2009) is met. SRA criteria for signal warrants was followed, which only reviews Warrant 1(A & B) —Eight Hour Volumes; however, for the purposes of this evaluation, Warrant 1(A & B) —Eight Hour Volume, Warrant 2 —Four Hour Volume, and Warrant 3 —Peak Hour Volume, were examined using the traffic volume data outlined in Table 1 and the vehicle trip generation estimates for the proposed development shown in Table 2. Further, it is recommended that right turn on red be prohibited for the minor approaches since the Walmart northerly access drive is considered the service truck access, where trucks will continue making turning movements to/from Rand Road. In addition, there is limited sight distance for exiting vehicles from the Walmart access drive since the access is located on a curve. As such, aright -turn reduction was not applied to the exiting turning volumes. For the major roadway, Rand Road (US 12), a minimum of 900 two-way traffic vehicles are needed to meet the minimum volume threshold for each respective warrant (600 minimum for Warrant IA). As shown in Table 1, each hourly traffic volume for Rand Road exceeds 1,500 vehicles and therefore each hour qualifies. Table 7 summarizes and highlights which hours of the day satisfy the minimum volume threshold for each warrant analyzed. For the minor roadway, the Walmart northerly access drive approach and the proposed full access drive approach, and using the Rand Road traffic volumes, a minimum of 150 vehicles is needed for Warrant IA. a minimum of 100 vehicles is needed for Warrant IB, 115 vehicles is needed to satisfy Warrant 2 and a minimum of 150 vehicles is needed to satisfy Warrant 3. Based on the results shown in Table 7, a traffic signal is warranted at this intersection based on the following. Warrant 1 B, Warrant 2, and Warrant 3 are all satisfied and meet warrants. The capacity analysis as an unsignalized intersection shows that the exiting left -turning movements from either access drive will operate at undesirable levels of service with long delays. Henry Street, at its intersection with Rand Road has outbound left -turning restrictions, via signage, during peak hour periods because of the heavy volume of traffic along Rand Road. As such, traffic from the development will not be able to use Henry Street to access Rand Road, particularly during peak hour periods. Mount Prospect Pointe Retail Development Mt Prospect, Illinois 28 Ifl-W OA M The MUTCD states that "at an intersection with a high volume of left -turn traffic from the major street, the signal warrant analysis may be performed in a manner that considers the higher of the major -street left -turn volumes as the "minor -street" volume and the corresponding single direction of opposing traffic on the major street as the "major - street" volume." As shown in Table 8, the inbound left -turning movements satisfy Warrant 1 B and Warrant 2. Therefore, a traffic signal is recommended and beneficial to this intersection to serve two major retail developments and allow protected passage for exiting vehicles onto Rand Road. Mount Prospect Pointe Retail Development Mt Prospect, Illinois 29 Table 7 SIGNAL WARRANT — ACCESS DRIVE/WALMART ACCESS AND RAND ROAD (US 12) Hour 7AM Rand Road 21325 WM Proposed Warrant Warrant 2 Warrant 2 Warrant 3 52 12 C 115 veh No No No 150 veh No 8AM 15882 59 16 No No No No 9AM 11756 74 26 No No No No LOAM 11973 103 56 No Yes No No 11 AM 21105 138 81 No Yes Yes No 12PM 21078 167 109 Yes Yes Yes Yes IPM 21150 177 113 Yes Yes Yes Yes 2PM 21441 152 117 Yes Yes Yes Yes 3PM 21711 147 115 No Yes Yes No 4PM 21995 162 117 Yes Yes Yes Yes 5PM 21420 177 121 Yes Yes Yes Yes 6PM 21323 145 98 No Yes Yes No Total Hours Met: 5 9 8 5 Warrant Satisfied: No Yes Yes Yes iWarrant IA — Eight -Hour Volume; Minimum Vehicular Volume: 600 vehicles minimum on Rand Rd; 150 vehicles minimum on either Walmart/Proposed Access. 2Warrant 1 B — Eight -Hour Volume; Interruption of Continuous Traffic: 900 vehicles minimum on Rand Rd; 100 vehicles minimum on either Walmart/Proposed Access. Mount Prospect Pointe Retail Development O /rim"a ` Mt Prospect, Illinois 30 Table 8 SIGNAL WARRANT —WALMART ACCESS AND RAND ROAD (US 12) Hour 7AM Rand Road (US 12) i boInbound 11028 38 Warrant No Warrant No Warrant 2 No Warrant 3 No 8AM 1,045 58 No No No No 9AM 911 83 No No No No LOAM 845 82 No No No No 11 AM 946 133 No Yes Yes No 12PM 994 140 No Yes Yes No IPM 11016 130 No Yes Yes No 2PM 15043 117 No Yes Yes No 3PM 1,147 122 No Yes Yes No 4PM 1,302 100 No Yes No No 5PM 15456 106 No Yes No No 6PM 11245 106 No Yes No No Total Hours Met: 0 8 5 0 Warrant Satisfied: No Yes Yes No 'Warrant IA — Eight -Hour Volume; Minimum Vehicular Volume: 600 vehicles minimum on Rand Rd; 150 vehicles minimum on either Walmart/Proposed Access. 2Warrant 1 B — Eight -Hour Volume; Interruption of Continuous Traffic: 900 vehicles minimum on Rand Rd; 100 vehicles minimum on either Walmart/Proposed Access. Mount Prospect Pointe Retail Development Mt Prospect, Illinois 31 Restricted Access and Rand Road (US 12) The proposed restricted access on Rand Road (US 12) should provide one lane inbound and one lane outbound under stop sign control. The access will be physically restricted to right-in/right- out only turning movements. Ahigh-visibility crosswalk is recommended across the west leg (Henry Street). Restricted Access and Henry Street The proposed access on Henry Street will become the main, north -south drive aisle, through the development, thereby providing a convenient alternative and an additional access point for site traffic, particularly for those vehicles accessing the restaurant with drive-through service at the south end of the development. The access will be designed to physically restrict turning movements to right -in only. Internal Circulation The site is bifurcated to the east and west by the main north -south drive aisle, which begins as the restricted access off Henry Street and proceeds north of the automotive center, providing access to each of the land uses, as well as the east -west parking drive aisles that serve them and the two proposed access drives off Rand Road. This layout and circulation provides the drive with multiple options to navigate within the site. The major internal intersections are proposed to be under stop sign control, which eliminates the concern of which movement has the right-of- way, thereby reducing turning movement conflicts. Further, the inbound movements from Rand Road at the main access drive will be under freeflow conditions at its internal intersection with the north -south drive aisle, so that inbound traffic will not backup onto Rand Road. Crosswalks will be provided between the parking aisles and the retail buildings, which promote pedestrian visibility and alerts the vehicles of pedestrian activity. Pedestrian crosswalk signage, including "Stop for Pedestrians" should be installed at major crosswalks to further alert drivers of the upcoming crosswalks. Restaurant Drive -Through Circulation The proposed layout the restaurant drive-through shows a one-way counter -clockwise circulation. Vehicles will enter the drive-through queue from the west side of the respective building and stack/queue along the west and south faces of the building. This layout provides maximum drive-through storage without impeding internal site circulation. Do Not Enter signage should be posted at the exit of the drive-through to restrict opposing vehicles from entering the one-way circulation. The drive-through exit should be under stop sign control. The drive-through layout provides stacking for approximately 9 to 10 vehicles in the drive-through system. Based on KLOA's experience with fast casual restaurants, the proposed drive-through stacking will be adequate. Mount Prospect Pointe Retail Development Ifl-W ` Mt Prospect, Illinois 32 6. Conclusion wool" Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.) conducted a traffic impact and signal warrant study for the proposed Mount Prospect Pointe retail development to be located in the northwest quadrant of Rand Road (US 12) and Henry Street in Mt Prospect, Illinois. The plans call for a 3 0,93 0 square -foot retail development that will contain an approximate 8,370 square - foot car care center, an 11,990 square -foot tile shop, a 7,420 square -foot sit-down restaurant, and a 3,150 square -foot fast-food restaurant with drive-through service. Access to the development is proposed from a signalized, full access driveway on Rand Road, in alignment with the existing Walmart retail access driveway that T -intersects Rand Road from the east currently under stop sign control. Additional access will be provided via a proposed access on Rand Road restricted to right-in/right-out only turning movements, in addition to an access driveway on Henry Street, restricted to right -in only turning movements. The findings and recommendations of the traffic and signal warrant study are as follows. Rand Road (US 12) is under the jurisdiction of the Illinois Department of Transportation (IDOT) and is classified as a Strategic Regional Arterial (SRA). Rand Road carries an average daily traffic volume (ADT) of 24,300 vehicles. A traffic signal is warranted and recommended at the proposed full access drive, in alignment with the existing Walmart northerly access drive, on Rand Road (US 12) based on the existing traffic generated by the Walmart northerly access drive, the projected traffic estimated to exit the proposed access, and the existing through traffic volumes along Rand Road (US 12). Warrant 1B, Warrant 2, and Warrant 3 are all satisfied and meet warrants. A traffic signal is recommended and beneficial to this intersection to serve two major retail developments and allow protected passage for exiting vehicles onto Rand Road. The proposed access opposite the existing Walmart retail access on Rand Road (US 12) should be improved to include the following. o Signalize the intersection. o Interconnect the traffic signal with the existing "triangle" traffic signal interconnect system to the southeast that includes Rand Road at Mt Prospect Road and Central Road, and the intersection of Mt Prospect Road and Central Road. A re -optimization of the existing traffic signal network may be needed. o Widen Rand Road (US 12) to provide a southbound deceleration/right-turn lane. o Via restriping, provide a northbound left -turn lane on Rand Road with 185 feet of storage and 200 feet of taper. o The proposed access drive should provide one lane inbound and two lanes outbound striped to provide a left -turn lane and a shared through/right-turn lane. o The existing Walmart access drive on the east side of Rand Road should be restriped to provide a left -turn lane and a shared through/right-turn lane. Mount Prospect Pointe Retail Development ���� Mt Prospect, Illinois 33 o The traffic signal should provide protective -permissive left -turn phasing (i.e. left - turn arrow) for all four approaches, and permissive -overlap right -turn phasing (i.e. right -turn arrow) for the southbound right -turn lane. o High -visibility crosswalks with countdown pedestrian signals should be provided on all four legs of the intersection. The queue analysis shows that a traffic signal at the proposed access location will work in conjunction with the existing traffic signal interconnect network to the south at Mt Prospect Road and that the traffic queues are not projected to extend to the adjacent signalized intersections. The signalized intersection on Rand Road (US 12) at Mt Prospect Road will continue to operate at similar levels of service and delay under projected (2040) traffic conditions to existing conditions. Therefore, no roadway or traffic control improvements are recommended at this intersection in conjunction with the proposed development. At the intersection of Henry Street and Rand Road, the southbound Rand Road to westbound Henry Street right -turning movements, as well as the eastbound Henry Street to northbound Rand Road left -turning movements are restricted, via signage, from 6:00 to 9:00 A.M. and from 4:00 to 6:30 P.M. Monday through Friday. Further, the development is proposing a full, signalized access on Rand Road, as well as a restricted access on Rand Road. As such, a low volume of development -generated traffic is expected to access the development via Henry Street. Therefore, no roadway improvements or changes in turning restrictions are recommended at this intersection in conjunction with the proposed development. A high -visibility crosswalk is recommended across the west leg (Henry Street). The inbound traffic on the proposed main access drive will be under freeflow conditions at its T -intersection with the main north -south drive aisle within the site, so that inbound traffic will not backup onto Rand Road. Further, the queue analysis shows that as a signalized intersection, the outbound traffic will not extend to the north -south drive aisle during the weekday morning and Saturday midday peak hours. The weekday evening peak hour may extend beyond the provided storage; however, vehicles will be able to queue on the main north -south drive aisle until the next green phase. The proposed restricted access on Rand Road (US 12) should provide one lane inbound and one lane outbound under stop sign control. The access will be physically restricted to right-in/right-out only turning movements. Ahigh-visibility crosswalk is recommended across the west leg (Henry Street). The proposed access on Henry Street will become the main, north -south drive aisle, through the development, thereby providing a convenient alternative and an additional access point for site traffic, particularly for those vehicles accessing the restaurant with drive-through service at the south end of the development. The access will be designed to physically restrict turning movements to right -in only. Mount Prospect Pointe Retail Development if -low Mt Prospect, Illinois 34 04 The overall site circulation and internal access plan provides the driver with multiple options to navigate within the site. Crosswalks will be provided between the parking aisles and the retail buildings, which promote pedestrian visibility and alerts the vehicles of pedestrian activity. Mount Prospect Pointe Retail Development JCALDW14k Mt Prospect, Illinois 35 Appendix Site Plan Traffic Count Summary Sheets Level of Service Criteria Capacity Analysis —Existing Conditions Capacity Analysis — Future Conditions Mount Prospect Pointe Retail Development Mt Prospect, Illinois r� - - r -AA 7 Mount Prospect Pointe Retail Development Mt Prospect, Illinois A-2 Site Plan Lo AL � - - C V �o o , v O < m ' o W o ��Q a C Jm Oa sE� y V wpm O w - o �. o Z o w (ii y W oEo o ��3v ay�o a ¢ W O d m O me W y � aaaz a $ a� W y z g o LY > m rn r W W = w o Z O Q J ■ W c m N ic e d [t d m J cD N V= m N Yr �' _<71 ~ Z yO c°o V _ G y �w ~ w Ci ~� �■• 0� W W �� m W3Y%iU W�O Zs ' ``■ d LL; ■vi O r LLI W z I' O O c'� O�pJ O Q QZ N O .�rj w � C� r p W �a W N V 2 N ¢d S ILI cc O O 6 G i� G 00 6 N VJ :did N z ¢ z N Z o r. o U) W m O J W W U U > Z W ZO Z > M l'J. 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co co L :3 0 Ocy �° _ ry IL Z co a) C: a) E a) O D A-12 rA U U mN }, 0 - co co L :3 0 Ocy �° _ ry IL Z co a) C: a) E a) O D A-13 rA U U mN }, 0 - co co L :3 0 Ocy �° _ ry IL Z co a) C: a) E a) O D A-14 O r I� O M It - CO N O O O N N CO 00 CO O) It O � It M CO N M It Lf) 00 � H O CO r- 00 M't It CO N N O O LO 00 00 m LO CO � CY LO M 00 N N LO CO 00 LC) LO LO Cfl N CO LO Lf) Ln N M LO CO Cfl N I- r- r- to N Lf) M Lf) L() N M Lo Lf) (c) 0) O c0 O O 0000 O N LO O m CO M LO Cfl O I- O O � O 4 M � I- coO ti � M C) In M O O � (C)Ln r --M � � N M O O � N 1 T- � O 00 O r— M � 1 m � M m O't CO CO m O O O 00 Q N co M co M NM N co N M N M M co MN N N N N N N N r 07 0 0 O O O O O O O O O O O O O r O O O O O O O O O O O N M zT � O � N L� M a/ N O m C,3 '� O O_ O O O N N O O M LC) Ln 00 N M CO M O LC) O) LO , m LO c T O M(7) o-UQZ o �U) Uviv�a W N LO O) I` Ln M Ln L O CA CO � CO Lf) Ln O � O Ln I� � CO � O � Ln CO N Ln M M Ln CO M � O M M CO O f� M � N M O) O f� N O CO O f- M �'t T 1 Ln It M m CO M Cfl CO I- O O C6 CO O 00 N M M M N M N M N M N M N M M M M N N N N O N N N N r CY) It O O7 C L O O O O O O O O O O 1 O O O O O O O O O O 1 O O O O O O O O O O C:) O O O 1 OM N O Ln Ln O ti O O ti M N N Ln L() � CO LO CO CO N 00 O O CO N O CO O 00 N 00 � , LO N r LO M O O Iq LO O 00 r M M M M O O) C%4 00 00 CO M O LO O N N O 00 Q N N Nm � M N N N � N M M M � M M M � N N N M M N M M r- 194- [-- CA • 00 0 � y -Cc: • r O i 0 � C1 M N N O N O N Co M M O NO T N O M � It NN M Lf) M � N O MO CO N O M w N M M 1- M O N r M O M M M Ln r--1 M N M O O) N It ti N O Ln N M N co Lf) � M O) NN ti � O) N N - 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ADT Metropolitan 233 South Wacker r Drive Suite 800 Chicago, Illinois 60606 Agency for Planningreap 3124540400 20,500 Central Rd west of Rand Rd Central Rd east Of Rand Rd 17,700 12,600 i'Iinols.gov June 21, 2017 William R. Woodward Senior Consultant I enig, Lindgren,O'Hara and Also na, Inc. 9575 west Higgins Road Suite 400 Rosemont, 11L 60606 Subject: Rand Road S @ Central Road [DOT Dear lir. Woodward: In response to a request made on your behalf and dated June 20, 2017, we have developed year 2040 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current. ADT Year ADT Rand Rd north of Central Rd24,30 261200 Rand Rd south of Central Rd 19,200 20,500 Central Rd west of Rand Rd Central Rd east Of Rand Rd 17,700 12,600 19,300 13,7O0 Traffic projections are developed using existing ADT data provided in the request letter and the results from the March 2017 CI AP Travel Demand Analysis. The regional travel model uses CMAP 2040 socioeconomic projections and assumes the implementation o the GO TO 2040 Comprehensive Regional Plan for the Northeastern Illinois area. If you have any questions, please call me at 12 386-8806. Sincerely, Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Quigley (IDOT) \ d m 1 nGroupsll L: % L: arc h An a 1p 1s7r Ff cForecasls_ C Y20171 oun[Pros pec tick -6 I -171c - 1-17.docx A-20 Level of Service Criteria Mount Prospect Pointe Retail Development IrAL02M Mt Prospect, Illinois A-21 LEVEL OF SERVICE CRITERIA Mount Prospect Pointe Retail Development Mt Prospect, Illinois A-22 Signalized Intersections Average Control Level of lay DeService Interpretation (seconds per vehicle) Favorable progression. Most vehicles arrive during the <_ 10 green indication and travel through the intersection without stopping. B Good progression, with more vehicles stopping than for >10 - 20 Level of Service A. C Individual cycle failures (i.e., one or more queued >20 - 35 vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. D The volume -to -capacity ratio is high and either >35 - 55 progression is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. E Progression is unfavorable. The volume -to -capacity ratio >55 - 80 is high and the cycle length is long. Individual cycle failures are frequent. F The volume -to -capacity ratio is very high, progression is >80.0 very poor, and the cycle length is long. Most cycles fail to clear the queue. Unsignalized Intersections Level of Service Average Total Delay (SEC/VEH) A 0-10 B >10-15 C > 15 - 25 D >25-35 E >35-50 F > 50 Source: Highway Capacity Manual, 2010. Mount Prospect Pointe Retail Development Mt Prospect, Illinois A-22 Capacity Analysis —Existing Conditions Mount Prospect Pointe Retail Development Mt Prospect, Illinois A-23 General Information Agency KLOA ��jAnalyst 3.0 JWRW Jurisdiction IDOT Urban Street US 12 -Rand Rd IntPr.qPrtinn Mt Prn.qnPr�t/1JR 1 vai i iai iu k v ), vci v i i Signal Information Cycle, s 90.0 Reference Phase Offset, s 0 Reference Point Uncoordinated No Simult. Gap E/W Force Mode I Fixed I Simult. Gap N/S HCS7 Signalized Intersection Input Data 3.0 34.7 24.0 Intersection Information Duration, h 0.25 Analysis Date Jun 26, 2017 Area Type Other Time Period Weekday AM PHF 0.90 Analysis Year lysis Period 1> 7:45 FiIP Name Rand at Mt Prn.qnPr.t AKA FY xi i.q 14.0 2 Begin On On Green 3.0 34.7 24.0 6.8 0.0 0.0 NB SB SB Yellow 3.5 14.0 4.0 14.0 10.0 0.0 10.0 � T R L Red 0.0 2.0 2.0 2.0 0.0 658 5 6 7 8 r Traffic Information EB WB WB NB NB SB SB No Approach Movement L T R L T R L T R L T R Demand (v), veh/h 30 923 344 658 31 453 55 0 22 28 18 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None No None 0.50 None None Heavy Vehicles (PHv), % 0 2 2 5 0 3 4 7 17 Ped/Bike /RTOR,/h 0 0 0 0 0 0 0 0 0 0 0 Buses (Na), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT) 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 130 0 130 0 0 0 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 1 40 35 35 35 35 35 35 r Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 35.0 22.0 15.0 30.0 25.0 Yellow Change Interval (l), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( Rc), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( Gm►n), s 3 15 15 8 8 6 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 7.0 7.0 3.0 4.0 2.0 4.0 Recall Mode Off Min Min Off Off Off Off Dual Entry Yes Yes Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information 85th % Speed / Rest in Walk / Corner Radius 0 Walkway / Crosswalk Width / Length, ft 9.0 Street Width / Island / Curb 0 Width Outside / Bike Lane / Shoulder, ft 12 Pedestrian Signal / Occupied Parking I No Copyright © 2017 University of Florida, All Rights Reserved. EB WB NB SB No 25 0 No 25 0 No 25 0 No 25 12 0 9.0 12 0 9.0 12 0 9.0 12 0 0 No 0 0 No 0 0 No 0 0 No 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 0.50 No 0.50 No 0.50 No 0.50 HCS7TM Streets Version 7.1 A-24 Generated: 12/12/2017 3:56:06 PM HCS7 Signalized Intersection Results Summary PF General Information Agency KLOA ��jnalyst 3.0 JWRW Jurisdiction IDOT Urban Street US 12 -Rand Rd IntPr�Prtinn Mt Prn.qnPr�t/1 JR 19 Demand ( v), veh/h Signal Information Cycl e, s 90 ��ff-qPt -q n P Uase Number hncA Ili iratinn c Clearance Time (g s), s pQueue C,rPAn FxtPncinn Time ( rya 1 c ��Approach Movement Aczcinninti KAnvAmant uueue 5ervlce I Ime ( g S ), s cycle Queue Clearance Time ( g c ), s Green Ratio (g/C ) Capacity ( c ), veh/h Volume -to -Capacity Ratio (X) 1 MV --I- --r i n It 4411- i nc &L. MAMAA.IT:I/\\ Green 3.0 Intersection Information 24.0 Duration, h 0.25 Analysis Date Jun 26, 2017 Area Type Other Time Period (Weekday AM PHF 0.90 Anal= Year lysis Period 1> 7:45 FiIP Name Rand at Mt Prn.qnPr.t AKA FY xi i.q Green 3.0 34.7 24.0 6.8 0.0 0.0 6 7 $ Yellow 3.5 4.0 4.0 4.0 12.0 12.0 12.0 0.0 10.0 0.011- 10.0 Red 0.0 7.9 0.8 1 0.190 _ nn n - Di(;y(;ie LUO 0(UIU i LUO 1 1.1 1 D 1 1.1 1 H 1 1.1+ 1 H I U.n I H I Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:56:06 PM A-25 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.7 12.1 3.6 1 7.9 0.8 1 25.6 1 0.0 1 2.3 0.8 1 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.081 0.00 0.71 0.00 0.16 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 15.6 18.2 4.5 16.5 17.4 33.0 39.7 39.0 Incremental Delay ( d2 ), s/veh 0.1 1.5 0.8 1.6 0.2 60.8 0.0 3.0 1.2 Initial Queue Delay ( d3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 15.7 19.7 5.3 18.1 17.5 93.8 42.7 40.3 Level of Service (LOS) B B A B B F D D Approach Dela s/veh / LOS pP Y� 15.8 B 18.1 B 86.1 F 42.1 D Intersection Delay, s/veh / LOS =a 31.1 C F Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.3 B 2.3 B 2.9 C 3.0 C Di(;y(;ie LUO 0(UIU i LUO 1 1.1 1 D 1 1.1 1 H 1 1.1+ 1 H I U.n I H I Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:56:06 PM A-25 HCS7 Signalized Intersection Intermediate Values Intersection Information General Information 3.0 34.7 24.0 Agency KLOA 0.0 Duration, h 0.25 6 7 Ta Analyst JWRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.90 Urban Street US 12 -Rand Rd Anal= Year lysis Period 1 > 7:45 IntPr�Prtinn Mt Prn.qnPr�t/1JR 19 FiIP Name Rand at Mt Prn.qnPr.t AKA FY xii.q Demand Information vv1 1 1u� � A v vvI it MM Signal Information Cycl e, s 90 ��ff_ n c n %7C1LUI C1LIV11 rIVVV I VCICIy Heavy Vehicles and Vrade I -actor (tHvg) Parkinn Arrfivity Arlie mfmanf Pnr-fnr ff.1 I nn An I ItiIr7ntinn Llflii ictrmont 1--nr%tr%r I ti i tI Right -Turn Ped -Bike Adjustment Factor (fRpb) `AI -1- -7--- /\ �•• •ATNII I\Y1T CII ATAM I'F Green 3.0 34.7 24.0 6.8 0.0 0.0 7 5 6 7 Ta Yellow 3.5 4.0 4.0 4.0 1 12.0 12.0 12.0 0.0 0.0 10.0 1 Red 0.0 0.0 1.000 �I nnXn 1 oI nnn . �V••.�V••V/ `MMV\•••V••• MVVV• \•.Yl' ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV Movement Saturation Flow Rate (s), veh/h 1810 3749 1585 0 3564 1610 1767 1841 0 773 984 1397 Proportion of Vehicles Arriving on Green (P) 0.03 0.46 0.46 0.00 0.51 0.39 0.27 0.36 0.00 0.08 0.08 0.08 Incremental Delay Factor (k) 0.11 0.50 0.50 0.50 0.50 0.50 0.15 0.15 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) H" 3.5 6.0 6.0 6.0 6.0 Green Ratio (g/C) 0.44 0.46 0.39 0.27 0.08 Permitted Saturation Flow Rate (sp), veh/h/In 736 0 559 1767 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 36.7 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 21.9 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s 0.7 Time to First Blockage (gf), s 0.0 0.0 34.7 0.0 0.0 Queue Service Time Before Blockage (gfs), s Frrotected Right Saturation Flow(SR), g ( ), veh/h/In 1585 0 0 i Protected Right Effective Green Time (gR), s 24. 0 0.0 0.0 RA16An I CR \AID KID CR Pedestrian Fw l Fv 1.557 Pedestrian Fs l Fdelay 0.000 Pedestrian Mcomer / Mew Bicycle Cb / db 915.77 Bicycle Fw / Fv -3.64 Copyright © 2017 University of Florida, All Rights Reserved. 0.00 1.557 0.00 0.104 0.000 0.114 13.23 771.32 16.98 1.19 1 -3.64 1 0.63 HCS7TM Streets Version 7.1 A-26 2.107 0.00 2.224v✓ 0.00 0.000 0.159 1 0.000 � 0.146 52.27 150.90 38.47 -3.64 0.93 -3.64 0.12 Generated: 12/12/2017 3:56:06 PM --- Messages --- WARNING: The shared -plus -exclusive turn lane solution is an approximation of the HCM method, because more than three lane groups cannot be accommodated. Input data for Percent Turns in Shared Lane are used to specify proportion of turning vehicles in the shared lane. --- Comments --- Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:56:06 PM A-27 General Information Agency KLOA ��jAnalyst 6.3 JWRW Jurisdiction IDOT Urban Street US 12 -Rand Rd IntPr.qPrtinn Mt Prn.qnPr�t/1JR 1 vai i iai iu k v ), vci v i i Signal Information Cycle, s 110.0 Reference Phase Offset, s 0 Reference Point Uncoordinated No Simult. Gap E/W Force Mode I Fixed I Simult. Gap N/S HCS7 Signalized Intersection Input Data 6.3 43.0 24.0 15.2 0.0 Intersection Information NB Duration, h 0.25 Analysis Date Jun 26, 2017 Area Type Other Time Period Weekday PM PHF 0.94 Analysis Year lysis Period 1> 4:45 FiIP Name Rand at Mt Prn.qnPr.t PM FY xi m T 2 Begin On On Green 6.3 43.0 24.0 15.2 0.0 0.0 NB SB SB Yellow 3.5 14.0 4.0 14.0 10.0 0.0 10.0 � T R L Red 0.0 2.0 2.0 2.0 0.0 987 5 6 7 8 r Traffic Information EB WB WB NB NB SB SB No Approach Movement L T R L T R L T R L T R Demand (v), veh/h 110 837 519 987 104 469 123 1 83 119 122 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None No None 0.50 None None Heavy Vehicles (PHv), % 1 1 1 1 0 0 1 1 0 Ped/Bike /RTOR,/h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Na), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT) 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 130 0 130 0 0 0 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 35 35 35 35 35 35 r Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 55.0 42.0 15.0 30.0 25.0 Yellow Change Interval (l), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( Rc), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( Gm►n), s 3 15 15 8 8 6 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 7.0 7.0 3.0 4.0 2.0 4.0 Recall Mode Off Min Min Off Off Off Off Dual Entry Yes Yes Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information 85th % Speed / Rest in Walk / Corner Radius 0 Walkway / Crosswalk Width / Length, ft 9.0 Street Width / Island / Curb 0 Width Outside / Bike Lane / Shoulder, ft 12 Pedestrian Signal / Occupied Parking I No Copyright © 2017 University of Florida, All Rights Reserved. EB WB NB SB No 25 0 No 25 0 No 25 0 No 25 12 0 9.0 12 0 9.0 12 0 9.0 12 0 0 No 0 0 No 0 0 No 0 0 No 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 0.50 No 0.50 No 0.50 No 0.50 HCS7TM Streets Version 7.1 A-28 Generated: 12/12/2017 3:57:02 PM HCS7 Signalized Intersection Results Summary PF General Information Agency KLOA ��jnalyst 6.3 JWRW Jurisdiction (DOT Urban Street US 12 -Rand Rd IntPr�Prtinn Mt Prn.qnPr�t/1 JR 19 Demand ( v), veh/h Signal Information ycl e, s 11 C�C,- ff-qPt n P Uase Number hncA Ili iratinn c Clearance Time (g s), s pQueue C,rPAn FxtPncinn Time ( rya 1 c ��Approach Movement Aczcinninti KAnvAmant uueue 5ervlce I Ime ( g S ), s cycle Queue Clearance Time ( g c ), s Green Ratio (g/C ) Capacity ( c ), veh/h Volume -to -Capacity Ratio (X) Back of CJueue ( 0 )_ Win ( 95 th nercentile) Green 6.3 Intersection Information 24.0 Duration, h 0.25 Analysis Date Jun 26, 2017 Area Type Other Time Period (Weekday PM PHF 0.94 Anal= Year lysis Period 1> 4:45 FiIP Name Rand at Mt Prn.qnPr.t PM FY xi m Green 6.3 43.0 24.0 15.2 0.0 0.0 4.9 6 7 Y - Yellow 3.5 4.0 4.0 4.0 1 12.0 12.0 12.0 0.0 10.0 0.0 10.0 Red 0.0 0.00 0.66 0.840 ).582 1279_£i i 156.9 Back of Queue ( Q ), veh/In ( 95 th percentile) 3.1 12.1 9.3 14.5 3.4 38.1 4.9 11.1 6.3 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.37 0.00 1.80 0.00 0.66 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 21.1 19.5 7.7 22.1 21.9 43.0 32.7 46.2 44.4 Incremental Delay ( d2 ), s/veh 1.3 1.0 1.6 3.7 0.6 137.5 0.6 16.5 3.4 Initial Queue Delay ( d3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 22.4 20.4 9.2 25.8 22.5 180.5 33.3 62.7 47.8 Level of Service (LOS) C C A C C F C E D Approach Delay, s/veh / LOS 16.6 B 25.4 C 149.7 F 57.1 E Intersection Delay, s/veh / LOS =a 45.9 D F Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.3 B 2.3 B 2.9 C 3.0 C Di(;y(;ie LUO 0(UIU i LUO 1 1.0 1 D I 1.,f+ I H I i .0 I D 1 1.1 1 H I Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:57:02 PM A-29 HCS7 Signalized Intersection Intermediate Values 111110 General Information Agency KLOA Analyst JWRW Jurisdiction IDOT Urban Street US 12 -Rand Rd IntPr�Prtinn Mt Prn.qnPr�t/1 JR 19 Demand ( v), veh/h Signal Information ycl e, s 11 C�C,_ ff.qPt n Heavy Vehicles and Vrade I -actor (tHvg) Park -inn Arrfivity Arlii mfmanf Pnr-fnr ff.1 Right -Turn Ped -Bike Adjustment Factor (fRpb) `AI -1- -7--- /\ �•• •ATNII I\Y1T CII ATAM I'F Green 6.3 43.0 Intersection Information 15.2 Duration, h 0.25 Analysis Date Jun 26, 2017 Area Type Other Time Period (Weekday PM PHF 0.94 Anal= Year lysis Period 1> 4:45 FiIP Name Rana at Mt Prn.qnPr.t PM FY xi m Green 6.3 43.0 24.0 15.2 0.0 0.0 7 5 6 7 Ta Yellow 3.5 4.0 4.0 4.0 1 12.0 12.0 12.0 0.0 0.0 10.0 1 Red 0.0 0.0 1.000 nnXn 1 ol nnn . ,V••.�V••V/ `MMV\•••V••• MVVV• \•.Yl' ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV Movement Saturation Flow Rate (s), veh/h 1795 3778 1 1598 1 0 3680 1610 1810 1867 15 759 1088 1610 Proportion of Vehicles Arriving on Green (P) 0.06 0.48 0.48 0.00 0.52 0.39 0.22 0.29 0.22 0.14 0.14 0.14 Incremental Delay Factor (k) 0.11 0.50 0.50 0.50 0.50 0.50 0.15 0.27 0.15 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) H" 3.5 6.0 6.0 6.0 6.0 Green Ratio (g/C) 0.47 0.48 0.39 0.22 0.14 Permitted Saturation Flow Rate (sp), veh/h/In 542 0 634 1810 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 45.0 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 17.8 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s 7.5 Time to First Blockage (gf), s 0.0 0.0 43.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s F Protected Right Saturation Flow(SR), veh/h/In g ( )� 1598 0 0 i Protected Right Effective Green Time (gR), s 24.0 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw l Fv 1.557 0.00 1.557 0.00 2.107 0.00 2.224 0.00 Pedestrian Fs l Fdelay 0.000 0.108 0.000 0.121 0.000 0.166 0.000 0.149 Pedestrian Mcomer / Mew I Bicycle Cb / db r1 • . r / r 959.54 / A I 14.89 I A/ 782.22 / / I I 20.39 A A I 62.22 I A. 276.83 A A I 40.83 A r -1 L Lf1l.ip, U ► W I ► V ,-'J.V`t I I .LaJ , _0.V`t I V. UV , I I .V`t , I %J.aJ► Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:57:02 PM A-30 --- Messages --- WARNING: If demand exceeds capacity, amultiple-period analysis should be conducted. WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. WARNING: The shared -plus -exclusive turn lane solution is an approximation of the HCM method, because more than three lane groups cannot be accommodated. Input data for Percent Turns in Shared Lane are used to specify proportion of turning vehicles in the shared lane. --- Comments --- Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:57:02 PM A-31 General Information Agency KLOA ��jAnalyst 7.1 JWRW Jurisdiction IDOT Urban Street US 12 -Rand Rd IntPr�Prtinn Mt Prn.qnPr�t/1JR 1 vai i iai iu k v ), vci v i i Signal Information Cycle, s 100.0 Reference Phase Offset, s 0 Reference Point Uncoordinated No Simult. Gap E/W Force Mode I Fixed I Simult. Gap N/S HCS7 Signalized Intersection Input Data Intersection Information Duration, h 0.25 Analysis Date Jun 26, 2017 Area Type Other i Time Period Saturday Midday PHF 0.93 Analysis Year lysis Period 1> 1:00 FiIP Name Rand at Mt Prn.qnPr.t fat FY xi m 2 Begin On On Green 7.1 33.4 23.1 14.9 0.0 0.0 NB SB SB Yellow 3.5 14.0 4.0 14.0 10.0 0.0 10.0 � T R L Red 0.0 2.0 2.0 2.0 0.0 697 5 6 7 8 r Traffic Information EB WB WB NB NB SB SB No Approach Movement L T R L T R L T R L T R Demand (v), veh/h 130 643 334 697 123 354 142 1 99 110 157 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None No None 0.50 None None Heavy Vehicles (PHv), % 1 1 0 1 0 1 1 1 0 Ped/Bike /RTOR,/h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Na), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT) 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 130 0 130 0 0 0 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 1 40 35 35 35 35 35 35 r Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 45.0 32.0 15.0 30.0 25.0 Yellow Change Interval (l), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( Rc), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( Gm►n), s 3 15 15 8 8 6 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 7.0 7.0 3.0 4.0 2.0 4.0 Recall Mode Off Min Min Off Off Off Off Dual Entry Yes Yes Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information 85th % Speed / Rest in Walk / Corner Radius 0 Walkway / Crosswalk Width / Length, ft 9.0 Street Width / Island / Curb 0 Width Outside / Bike Lane / Shoulder, ft 12 Pedestrian Signal / Occupied Parking I No Copyright © 2017 University of Florida, All Rights Reserved. EB WB NB SB No 25 0 No 25 0 No 25 0 No 25 12 0 9.0 12 0 9.0 12 0 9.0 12 0 0 No 0 0 No 0 0 No 0 0 No 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 0.50 No 0.50 No 0.50 No 0.50 HCS7TM Streets Version 7.1 A-32 Generated: 12/12/2017 3:58:00 PM HCS7 Signalized Intersection Results Summary PF General Information Agency KLOA ��jnalyst 7.1 JWRW Jurisdiction IDOT Urban Street US 12 -Rand Rd IntPr�Prtinn Mt Prn.qnPr�t/1 JR 19 Demand ( v), veh/h Signal Information ycle, s 10C�C,- ff-qPt n P Uase Number hncA Ili iratinn c Clearance Time (g s), s pQueue C,rPAn FxtPncinn Time ( rya 1 c ��Approach Movement Aczcinninti KAnvAmant uueue 5ervlce I Ime ( g S ), s cycle Queue Clearance Time ( g c ), s Green Ratio (g/C ) Capacity ( c ), veh/h Volume -to -Capacity Ratio (X) 1 MV --I- --r i n It 4411- i nc &L. MAMAA.IT:I/\\ Intersection Information Duration, h 0.25 Analysis Date Jun 26, 2017 Area Type Other Time Period ISaturday Midday I PHF 10.93 Anal= Year 2017 lysis Period 1:00 FiIP Name Rand at Mt Prn.qnPr.t fat FY x11 Green 7.1 33.4 23.1 14.9 0.0 0.0 6 7 Y - Yellow 3.5 4.0 4.0 4.0 1 12.0 12.0 12.0 0.0 10.0 0.0 10.0 Red 0.0 10.2 4.2 0.702 4 n4 61(.:yL;Itj LUJ J(:UIU / LUJ 1 I .0 I H 1 I .L I H 1 1 .1F 1 H ' 1.1 1 H I Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:58:00 PM A-33 Back of Queue ( Q ), veh/In ( 95 th percentile) 3.6 9.1 0.4 10.2 4.2 17.2 5.1 10.2 7.6 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.43 0.00 0.09 0.00 0.81 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 20.0 19.2 7.0 22.9 24.2 37.5 28.8 41.2 40.4 Incremental Delay ( d2 ), s/veh 0.9 0.8 0.8 2.5 1.1 24.4 0.7 11.9 5.8 Initial Queue Delay ( d3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 20.9 20.0 7.8 25.4 25.3 61.9 29.5 53.1 46.3 Level of Service (LOS) C B A C C E C D D Approach Dela s/veh / LOS pP Y� 16.4 B 25.4 C 52.6 D 50.2 D Intersection Delay, s/veh / LOS 29.9 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.3 B 2.3 B 2.9 C 3.0 C 61(.:yL;Itj LUJ J(:UIU / LUJ 1 I .0 I H 1 I .L I H 1 1 .1F 1 H ' 1.1 1 H I Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:58:00 PM A-33 Demand Information vv1 1 1u� � A v vvI it MM Signal Information Cycle, s 10C ��ff_ n c n %7C1LUI C1LIV11 rIVVV I VCICIy Heavy Vehicles and Vrade I -actor (tHvg) Parkinn Arrfivity Arlie mfmanf Pnr-fnr ff.1 I nn An I ItiIr7ntinn Llflii ictrmont 1--nr%tr%r I ti i tI Right -Turn Ped -Bike Adjustment Factor (fRpb) `AI -1- -7--- /\ �•• •ATNII I\Y1T CII ATAM I'F Green HCS7 Signalized Intersection Intermediate Values 33.4 23.1 14.9 0.0 0.0 == 7 5 General Information 7 Intersection Information Agency KLOA Duration, h 0.25 10.0 0.0 0.07 Analyst JWRW Analysis Date Jun 26, 2017 Area Type Other i Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Anal= Year lysis Period 1 > 1:00 IntPr�Prtinn Mt Prn.qnPr�t/1 JR 19 FiIP Name Rand at Mt Prn.qnPr.t fat FY xi m Demand Information vv1 1 1u� � A v vvI it MM Signal Information Cycle, s 10C ��ff_ n c n %7C1LUI C1LIV11 rIVVV I VCICIy Heavy Vehicles and Vrade I -actor (tHvg) Parkinn Arrfivity Arlie mfmanf Pnr-fnr ff.1 I nn An I ItiIr7ntinn Llflii ictrmont 1--nr%tr%r I ti i tI Right -Turn Ped -Bike Adjustment Factor (fRpb) `AI -1- -7--- /\ �•• •ATNII I\Y1T CII ATAM I'F Green 7.1 33.4 23.1 14.9 0.0 0.0 == 7 5 6 7 $ Yellow 13.5 4.0 4.0 4.0 12.0 10.0 0.0 Red 10.0 2.0 2.0 10.0 0.0 1.000 �I nnXn 1 oI nnn . ,V••.�V••V/ `MMV\•••V••• MVVV• \•.Yl' ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV ••VVV Movement Saturation Flow Rate (s), veh/h 1795 1 3778 1610 1 0 3680 1610 1795 1870 13 872 969 1610 Proportion of Vehicles Arriving on Green (P) 0.07 0.44 0.44 0.00 0.45 0.33 0.23 0.31 0.23 0.15 0.15 0.15 Incremental Delay Factor (k) 0.11 0.50 0.50 0.50 0.50 0.42 0.15 0.23 0.17 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) H" 3.5 6.0 6.0 6.0 6.0 Green Ratio (g/C) 0.42 0.44 0.33 0.23 0.15 Permitted Saturation Flow Rate (sp), veh/h/In 718 0 764 1795 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 35.4 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 17.3 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s 4.4 Time to First Blockage (gf), s 0.0 0.0 33.4 0.0 0.0 Queue Service Time Before Blockage (gfs), s Frrotected )� (sR Saturation Flow Right veh/h/In g 1610 0 0 i Protected Right Effective Green Time (gR), s 23.1 0.0 0.0 RAi 116i'v"o%An I CR \AID KID CR Pedestrian Fw l Fv 1.557 Pedestrian Fs l Fdelay 0.000 Pedestrian Mcomer / Mew 1 Bicycle Cb / db 879.15 Bicycle Fw / Fv -3.64 Copyright © 2017 University of Florida, All Rights Reserved. 0.00 1.557 0.00 0.110 0.000 0.124 15.70 667.71 22.19 0.98 1 -3.64 1 0.73 HCS7TM Streets Version 7.1 A-34 2.107 0.00 2.224v✓ 0.00 0.000 1 0.162 1 0.000 � 0.144 57.25 298.63 36.18 -3.64 0.88 -3.64 0.65 Generated: 12/12/2017 3:58:01 PM --- Messages --- WARNING: The shared -plus -exclusive turn lane solution is an approximation of the HCM method, because more than three lane groups cannot be accommodated. Input data for Percent Turns in Shared Lane are used to specify proportion of turning vehicles in the shared lane. --- Comments --- Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:58:01 PM A-35 General Information Westbound Site Information Northbound Analyst WRW Intersection US 12/Walmart Access Agency/Co. KLOA Jurisdiction IDOT Date Performed 6/28/2017 East/West Street Walmart Access Analysis Year 2017 North/South Street US 12 Time Analyzed Weekday AM Peak Hour Factor 0.90 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect IL 14 56 1309 Percent Heavy Vehicles (%) Lanes 5 8 Proportion Time Blocked fl )Ifir Maior Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 1 0 1 0 0 2 0 0 1 2 0 Configuration L R T TR L T Volume, V (veh/h) 1 56 1115 14 56 1309 Percent Heavy Vehicles (%) 3 5 8 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) i Follow -Up Headway (sec) I L Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 1 62 62 Capacity, c (veh/h) 142 419 518 v/c Ratio 0.01 0.15 0.12 95% Queue Length, Q95 (veh) 0.0 0.5 0.4 Control Delay (s/veh) 30.6 15.1 12.9 Level of Service, LOS D C B Approach Delay (s/veh) 15.3 0.5 Approach LOS C Copyright © 2017 University of Florida. All Rights Reserved. HCS7T' TWSC2Veersion 7.1 Generated: 12/12/2017 4:05:09 PM US 12 at Irna�AM Ex.xtw General Information Westbound Site Information Northbound Analyst WRW Intersection US 12/Walmart Access Agency/Co. KLOA Jurisdiction IDOT Date Performed 6/28/2017 East/West Street Walmart Access Analysis Year 2017 North/South Street US 12 Time Analyzed Weekday PM Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect IL 36 108 1450 Percent Heavy Vehicles (%) Lanes 3 3 Proportion Time Blocked fl )Ifir Maior Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 1 0 1 0 0 2 0 0 1 2 0 Configuration L R T TR L T Volume, V (veh/h) 17 169 1461 36 108 1450 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) i Follow -Up Headway (sec) I L Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 18 178 114 Capacity, c (veh/h) 92 332 409 v/c Ratio 0.20 0.54 0.28 95% Queue Length, Q95 (veh) 0.7 3.0 1.1 Control Delay (s/veh) 53.3 27.7 17.2 Level of Service, LOS F D C Approach Delay (s/veh) 30.1 1.2 Approach LOS D Copyright © 2017 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 12/12/2017 4:05:57 PM US 12 at AIMJM Ex.xtw General Information Westbound Site Information Northbound Analyst WRW Intersection US 12/Walmart Access Agency/Co. KLOA Jurisdiction IDOT Date Performed 6/28/2017 East/West Street Walmart Access Analysis Year 2017 North/South Street US 12 Time Analyzed Saturday Midday Peak Hour Factor 0.89 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect IL 35 148 1051 Percent Heavy Vehicles (%) Lanes 3 3 Proportion Time Blocked fl )Ifir Maior Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 1 0 1 0 0 2 0 0 1 2 0 Configuration L R T TR L T Volume, V (veh/h) 11 142 1150 35 148 1051 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) i Follow -Up Headway (sec) I L Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 12 160 166 Capacity, c (veh/h) 113 400 509 v/c Ratio 0.11 0.40 0.33 95% Queue Length, Q95 (veh) 0.3 1.9 1.4 Control Delay (s/veh) 40.7 19.9 15.5 Level of Service, LOS E C C Approach Delay (s/veh) 21.3 1.9 Approach LOS C Copyright © 2017 University of Florida. All Rights Reserved. HCS7T' TWSCVeersion 7.1 Generated: 12/12/2017 4:06:47 PM US 12 at AlM2� at Ex.xtw General Information Approach Site Information Movement Analyst WRW Intersection Rand -US 12/Henry St Agency/Co. KLOA Jurisdiction IDOT Date Performed 6/28/2017 East/West Street Henry St Analysis Year 2017 North/South Street US 12 Time Analyzed Weekday AM Peak Hour Factor 0.89 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect, IL Lanes Vehicle Volumes and Adjustments Approach Eastbound Movement U L T R Priority 10 11 12 Number of Lanes 0 0 0 Configuration LR Volume, V (veh/h) 4 21 Percent Heavy Vehicles (%) 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No fl )tr Maior Street: North-South U Median Type/Storage Left Only Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) i Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 28 Capacity, c (veh/h) 298 v/c Ratio 0.09 95% Queue Length, Q95 (veh) 0.3 Control Delay (s/veh) 18.3 Level of Service, LOS C Approach Delay (s/veh) 18.3 Approach LOS C Westbound L T R Northbound U L T R Southbound U L T R 7 8 9 1U 1 2 3 4U 4 5 6 0 0 0 0 1 2 0 0 0 2 0 L T T TR 4 1132 1271 3 3 No No No 1 4 466 0.01 0.0 12.8 B 0.0 Copyright © 2017 University of Florida. All Rights Reserved. HCS711 TWSC Version 7.1 Generated: 12/12/2017 4:01:16 PM US 12 at-Aerlr�.W Ex.xtw General Information Approach Site Information Movement Analyst WRW Intersection Rand -US 12/Henry St Agency/Co. KLOA Jurisdiction IDOT Date Performed 6/28/2017 East/West Street Henry St Analysis Year 2017 North/South Street US 12 Time Analyzed Weekday PM Peak Hour Factor 0.94 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect, IL Lanes Vehicle Volumes and Adjustments Approach Eastbound Movement U L T R Priority 10 11 12 Number of Lanes 0 0 0 Configuration LR Volume, V (veh/h) 8 26 Percent Heavy Vehicles (%) 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No fl )tr Maior Street: North-South U Median Type/Storage Left Only Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) i Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 37 Capacity, c (veh/h) 231 v/c Ratio 0.16 95% Queue Length, Q95 (veh) 0.6 Control Delay (s/veh) 23.6 Level of Service, LOS C Approach Delay (s/veh) 23.6 Approach LOS C Westbound L T R Northbound U L T R Southbound U L T R 7 8 9 1U 1 2 3 4U 4 5 6 0 0 0 0 1 2 0 0 0 2 0 L T T TR 52 1515 1384 21 3 No No No 1 55 440 0.12 0.4 14.3 6 0.5 Copyright © 2017 University of Florida. All Rights Reserved. HCS711 TWSC Version 7.1 Generated: 12/12/2017 4:02:07 PM US 12 atAenr4w Ex.xtw General Information Approach Site Information Movement Analyst WRW Intersection Rand -US 12/Henry St Agency/Co. KLOA Jurisdiction IDOT Date Performed 6/28/2017 East/West Street Henry St Analysis Year 2017 North/South Street US 12 Time Analyzed Saturday Midday Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect, IL Lanes Vehicle Volumes and Adjustments Approach Eastbound Movement U L T R Priority 10 11 12 Number of Lanes 0 0 0 Configuration LR Volume, V (veh/h) 24 20 Percent Heavy Vehicles (%) 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No fl )tr Maior Street: North-South U Median Type/Storage Left Only Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) i Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 48 Capacity, c (veh/h) 243 v/c Ratio 0.20 95% Queue Length, Q95 (veh) 0.7 Control Delay (s/veh) 23.4 Level of Service, LOS C Approach Delay (s/veh) 23.4 Approach LOS C Westbound L T R Northbound U L T R Southbound U L T R 7 8 9 1U 1 2 3 4U 4 5 6 0 0 0 0 1 2 0 0 0 2 0 L T T TR 36 1145 1035 35 3 No No No 1 39 591 0.07 0.2 11.5 6 0.3 Copyright © 2017 University of Florida. All Rights Reserved. HCS711 TWSC Version 7.1 Generated: 12/12/2017 4:03:01 PM US 12 atAenr4dat Ex.xtw Capacity Analysis — Future Conditions Mount Prospect Pointe Retail Development Mt Prospect, Illinois A-42 r ---AA r� HCS7 Signalized Intersection Input Data General Information Intersection Information ���0 Agency KLOA Duration, h 0.25 AnalystJWRW YY Anal sis Date Nov 21 2017 � Area T e Type i Other Jurisdiction IDOT Time Period Weekday AM PHF 0.90 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 7:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect AM Fu.xus Project Description 140264; Mt Prospect, IL Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 30 1033 382 753 31 501 55 1 22 28 18 Signal Information Cycle, s 90.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 3.0 34.7 24.0 6.8 0.0 0.0 1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.0 4.0 4.0 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 2.0 12.0 12.0 10.0 10.0 5 6 7 8 Traffic Information EB WB NB SB Approach Movement L TR L T R 1 L 1 T R 1 L T R Demand (v), veh/h 30 103331 382 753 31 501 55 1 22 28 18 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHv), % 0 2 2 5 0 3 4 7 17 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Na), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT) 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 130 0 130 0 0 0 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 35 35 35 35 35 35 r Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 35.0 22.0 15.0 30.0 25.0 Yellow Change Interval (l), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( Rc), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( Gm►n), s 3 15 15 8 8 6 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (P7), s 3.0 7.0 7.0 3.0 4.0 2.0 4.0 Recall Mode Off Min Min Off Off Off Off Dual Entry Yes Yes Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EW I Multimodal Information EB WB NB SB I 85th % Speed / Rest in Walk / Corner Radius �i 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0h5. 0 No 0h5. 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 1:5.0 2.0 120 2.0 120 2.0 12 5.0 2.0 Leaestrian Signai i Occupied Foaming I NO I U.SU I NO I U.SU I NO I U.SU I NO I U.SU ] Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:56:36 PM A-43 HCS7 Signalized Intersection Results Summary Back of Queue ( Q ), veh/In ( 95 th percentile) 0.7 13.8 4.2 General Information 0.8 34.0 1.6 Intersection Information LLLILLI0 Queue Storage Ratio ( RQ) ( 95 th percentile) Agency KLOA 0.00 0.82 0.00 Duration, h 0.25 0.00 0.00 0.00 AnalystJWRW YY Anal sis Date Nov 21 2017 � Area T e Type Other 33.0 22.0 Jurisdiction IDOT Time PeriodWeekday AM i PHF 0.90 0.9 2.2 0.2 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 7:45 0.0 0.0 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect AM Fu.xus 0.0 0.0 0.0 0.0 Project Description 140264; Mt Prospect, IL 16.3 21.1 5.6 1 19.4 17.5 134.61 22.2 42.7 Demand Information Level of Service (LOS) LNo EB C WB NB B SB C Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 30 1033 382 753 31 501 55 1 22 28 18 Signal Information D Multimodal Results EB WB Cycle, s 90.0 Reference Phase 2 NB SB Pedestrian LOS Score / LOS 2.3 B Offset, s 0 Reference Point Begin Green 3.0 34.7 24.0 6.8 0.0 0.0 C 1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.0 4.0 4.0 10.0 10.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 2.0 12.0 12.0 10.0 10.0 6 7 8 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 6 8 4 Case Number 1.0 3.0 7.3 10.0 11.0 Phase Duration, s 6.5 47.2 40.7 30.0 12.8 Change Period, ( Y+R c), s 3.5 6.0 6.0 6.0 6.0 Max Allow Headway ( MAH), s 4.0 0.0 0.0 5.0 5.1 Queue Clearance Time ( g S ), s 2.9 26.0 4.7 Green Extension Time (g e ), s 0.0 0.0 0.0 0.0 0.2 Phase Call Probability 1.00 1.00 0.85 Max Out Probability 0.00 1.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v), veh/h 33 1148 424 837 34 557 62 56 20 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1874 1585 1738 1610 1767 1835 1758 1397 Queue Service Time ( g S ), s 0.9 21.5 9.1 15.5 1.2 24.0 2.1 2.7 1.2 Cycle Queue Clearance Time ( g c ), s 0.9 21.5 9.1 15.5 1.2 24.0 2.1 2.7 1.2 Green Ratio (g/C) 0.44 0.46 0.72 0.39 0.39 0.27 0.27 0.08 0.08 Capacity ( c ), veh/h 283 1716 1148 1341 621 471 489 133 105 Volume -to -Capacity Ratio (X) 0.118 0.669 0.370 0.624 0.055 1.181 0.127 0.419 0.190 Rnr►Ir of r1i ini is / n 1 ft/In / Or th ncrr+ontiInl 1 S2 '�' I q 1 in r, '?'�C, 7 '7(1 d 527(1 S2 d(1 Q tiQ R `�`� R bicycle LU5 Score / LU5 I 1-b I b 1 1.1 1 A I 1.b I b I U.0 I A Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:56:36 PM A-44 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.7 13.8 4.2 9.1 0.8 34.0 1.6 2.3 0.8 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.08 0.00 0.82 0.00 0.16 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 16.1 19.1 4.7 17.2 17.4 33.0 22.0 39.7 39.0 Incremental Delay ( d2 ), s/veh 0.2 2.1 0.9 2.2 0.2 101.6 0.2 3.0 1.2 Initial Queue Delay ( d3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 16.3 21.1 5.6 1 19.4 17.5 134.61 22.2 42.7 40.3 Level of Service (LOS) LNo B C A B B F C D D A roach Dela s/veh / LOS Approach Y� 16.9 B 19.3 B 123.3 F 42.1 D Intersection Delay, s/veh / LOS 38.9 Ek D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.3 B 2.3 B 2.9 C 3.0 C bicycle LU5 Score / LU5 I 1-b I b 1 1.1 1 A I 1.b I b I U.0 I A Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:56:36 PM A-44 4 r Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ' Heavy Vehicles and Grade Factor (fHvg) HCS7 Signalized Intersection Intermediate Values 0.984 0.984 1.000 0.961 AU General Information 0.969 1.000 1.000 Intersection Information LLLILLI0 Agency KLOA Parking Activity Adjustment Factor (fp) 1.000 Duration, h 0.25 AnalystJWRW YY 1.000 Anal sis Date Nov 21 2017 � Area T e Other Type i Jurisdiction IDOT Time PeriodWeekday AM PHF 0.90 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 7:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect AM Fu.xus Project Description 140264; Mt Prospect, IL 1.000 1.000 Area Type Adjustment Factor (fa) Demand Information 1.000 EB 1.000 WB NB SB Approach Movement 1.000 L T R L T R L T R L TR Demand ( v), veh/h 1.000 30 1033 382 753 31 501 55 1 22 28 18 Signal Information 1.000 0.952 1.000 1.000 Cycle, s 90.0 Reference Phase 2 1.000 1.000 1 2 3 Offset, s 0 Reference Point Begin Green 3.0 34.7 24.0 6.8 0.0 0.0 Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.0 4.0 12.0 4.0 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 12.0 12.0 10.0 10.0 5 6 7 4 r Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ' Heavy Vehicles and Grade Factor (fHvg) 1.000 0.984 0.984 1.000 0.961 1.000 0.977 0.969 1.000 1.000 0.945 0.867 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 1.000 1.000 0.952 0.000 0.0 0.978 0.978 Right -Turn Adjustment Factor (fRT) 0.000 0.847 19.2 0.000 0.847 0.0 0.997 0.997 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (fLpb) 1.0001 1 11.00011.000 Time to First Blockage (gf), s 0.0 1.000 34.7 Right -Turn Ped -Bike Adjustment Factor (fRpb) 1 11.00011.000 1.000 A 11.000 ' \A/nrls 7nno AtAii i�+mors+ C,nn+nr tf... N 1 nnn 1 nnn i nnn 1 nnn i nnn i nnn 1 nnn I r) r) 1 r) r) i nnn i nnn nnn . - -- - - - --- -i Movement Saturation Flow Rate (s), veh/h - - - - - - 1810 3749 - - - 1585 - - - - - - 0 3564 - - - 1610 - - - 1767 - - - - - - 1802 33 - - - 773 - - - - - - 984 1397 Proportion of Vehicles Arriving on Green (P) 0.03 0.46 0.46 0.00 0.51 0.39 0.27 0.36 0.27 0.08 0.08 0.08 Incremental Delay Factor (k) 0.11 0.50 0.50 L 0.50 0.50 0.50 0.15 0.15 0.15 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (L) 3.5 6.0 6.0 6.0 6.0 Green Ratio (g/C) 0.44 0.46 0.39 0.27 0.08 Permitted Saturation Flow Rate (sp), veh/h/In 667 0 498 1767 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 36.7 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 19.2 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s 0.9 Time to First Blockage (gf), s 0.0 0.0 34.7 0.0 0.0 Queue Service Time Before Blockage (gfs), s FProtected Ri ht Saturation Flow sR veh/h/In Right Flow(SR), 1585 0 0 Protected Right Effective Green Time (gR), s 24.0 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw l Fv 1.557 0.00 1.557 0.00 2.107 0.00 2.224 0.00 Pedestrian Fs l Fdelay 0.000 0.104 0.000 0.114 0.000 0.159 0.000 0.146 Pedestrian Mcomer / Mew Bicycle Cb / db 915.77 13.23 771.32 16.98 52.27 1 150.90 38.47 Bicycle Fw l Fv -3.64 1.32 -3.64 0.72 -3.64 1.02 -3.64 0.12 Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:56:36 PM A-45 --- Messages --- WARNING: If demand exceeds capacity, amultiple-period analysis should be conducted. WARNING: The shared -plus -exclusive turn lane solution is an approximation of the HCM method, because more than three lane groups cannot be accommodated. Input data for Percent Turns in Shared Lane are used to specify proportion of turning vehicles in the shared lane. --- Comments --- Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:56:36 PM . M Demand Information Approach Movement EB L T r Demand ( ), veh/h HCS7 Signalized Intersection Input Data 110 945 NB RL Signal Information General Information Reference Phase 2 Intersection Information Agency KLOA Begin Green 6.3 Duration, h 0.25 AnalystJWRW 1 Force Mode Fixed Analysis Date Nov 21, 2017 Area Type i Other Jurisdiction IDOT Time Period Weekday PM PHF 0.94 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 4:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect PM Fu.xus 2 Project Description 140264; Mt Prospect, IL 122 Initial Queue ( ), veh/h 0 Demand Information Approach Movement EB L T r Demand ( ), veh/h 110 945 NB RL Signal Information Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 6.3 Uncoordinated No Simult. Gap E/W I On Yellow 3.5 1 Force Mode Fixed Simult. Gap N/S On Red 0.0 LLLL=. SB L T R 83 119 122 2 3 4 6 7 8 r Traffic Information WB NB RL T R L T R 572 SB 1094 104 519 123 2 T R L T R L T 1 5 43.0 24.0 15.2 0.0 0.0 4.0 4.0 4.0 0.0 0.0 2.0 2.0 2.0 0.0 0.0 LLLL=. SB L T R 83 119 122 2 3 4 6 7 8 r Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 110 945 572 1094 104 519 123 2 83 119 122 Initial Queue ( ), veh/h 0 0 0 0 r 0 0 0 0 0 0 0 Base Saturation Flow Rate ( ), veh/h 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 Parking ( ), man/h None None None None Heavy Vehicles ( ), % 1 1 1 1 0 0 1 1 0 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses ( ), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type O 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering () 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 130 0 130 0 0 0 0 Grade ( ), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 35 35 35 35 35 35 r Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green ( ) or Phase Split, s 13.0 55.0 42.0 15.0 30.0 25.0 Yellow Change Interval ( ), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( ),s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( ),s 3 15 15 8 8 6 8 Start -Up Lost Time ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage ( ), s 3.0 7.0 7.0 3.0 4.0 2.0 4.0 Recall Mode Off Min Min Off Off Off Off Dual Entry Yes Yes Yes No Yes No Yes Walk ( ),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time ( ),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 i Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:57:30 PM N HCS7 Signalized Intersection Results Summary U.bbb U.b4b U.619 U.1 /Ei 1.396 U.314 U.64U U.bttL 78.7 347.9 265.2 General Information 86.2 1203. Intersection Information LLLILLI0 279.8 Agency KLOA AnalystJWRW YY Anal sis Date Nov 21 2017 � Duration, h Area T e Type 0.25 Other 7 Jurisdiction IDOT Time PeriodWeekday PM PHF 0.94 �3.1 13.8 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 4:45 11.1 6.3 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect PM Fu.xus 0.66 0.00 0.00 Project Description 140264; Mt Prospect, IL 0.00 22.9 20.3 8.1 23.2 21.9 Demand Information EB 46.2 WB NB SB 1.9 Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 110 945 572 1094 104 519 123 2 83 119 122 Signal Information 24.8 21.5 10.0 29.0 22.5 237.1 Cycle, s 110.0 Reference Phase 2 62.7 47.8 C C B C Offset, s 0 Reference Point Begin Green 6.3 43.0 24.0 15.2 0.0 0.0 D 1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.0 4.0 4.0 0.0 0.0 F 57.1 E Force Mode Fixed Simult. Gap N/S On Red 0.0 2.0 2.0 2.0 0.0 0.0 6 7 8 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 6 8 4 Case Number 1.0 3.0 7.3 10.0 11.0 Phase Duration, s 9.8 58.8 49.0 30.0 21.2 Change Period, ( ),s 3.5 6.0 6.0 6.0 6.0 Max Allow Headway ( ),s 4.0 0.0 0.0 5.0 5.1 Queue Clearance Time ( ), s 6.1 26.0 14.5 Green Extension Time ( ),s 0.2 0.0 0.0 0.0 0.7 Phase Call Probability 1.00 1.00 1.00 Max Out Probability 0.05 1.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( ), veh/h 117 1005 609 1164 111 552 133 215 130 Adjusted Saturation Flow Rate ( ), veh/h/In 1795 1889 1598 1795 1610 1810 1880 1847 1610 Queue Service Time ( ),s 4.1 20.7 20.4 30.1 4.9 24.0 6.1 12.5 8.3 Cycle Queue Clearance Time ( ),s 4.1 20.7 20.4 30.1 4.9 24.0 6.1 12.5 8.3 Green Ratio ( ) 0.47 0.48 0.70 0.39 0.39 0.22 0.22 0.14 0.14 [Capacity ( ), veh/h 225 1813 1115 1404 630 395 410 256 223 Hr volume-to-Lapacity Ratioack of Queue ( ), ft/In ( 95 th percentile) Back of Queue ( ), veh/In ( 95 th percentile) Queue Storage Ratio ( ) ( 95 th percentile) Uniform Delay ( ), s/veh Incremental Delay ( ), s/veh Initial Queue Delay ( ), s/veh Control Delay ( ), s/veh i Level of Service (LOS) Approach Delay, s/veh / LOS Intersection Delay, s/veh / LOS 0.511 U.bbb U.b4b U.619 U.1 /Ei 1.396 U.314 U.64U U.bttL 78.7 347.9 265.2 431.3 86.2 1203. 125 279.8 156.9 7 �3.1 13.8 10.5 17.1 3.4 48.1 5.0 11.1 6.3 0.37 0.00 2.04 0.00 0.66 0.00 0.00 0.00 0.00 22.9 20.3 8.1 23.2 21.9 43.0 32.7 46.2 44.4 1.9 1.2 1.9 5.8 0.6 194.1 0.6 16.5 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 24.8 21.5 10.0 29.0 22.5 237.1 33.4 62.7 47.8 C C B C C F C E D 17.7 B 28.4 C 197.6 F 57.1 E 55.0 D Multimodal Results EB PPedestrian LOS Score /LOS 2.3 Bicycle LOS Score /LOS 1.9 Copyright © 2017 University of Florida, All Rights Reserved WB B 2.3 B B 1.5 B RpS7418Streets Version 7.1 NB SB 2.9 C3.0 C 1.6 1 BA 1.1 1 A Generated: 12/12/2017 3:57:30 PM HCS7 Signalized Intersection Intermediate Values PIP AU General Information Intersection Information LLLILLI0 Agency KLOA Duration, h 0.25 AnalystJWRW Anal sis Date Nov 21 2017 Area T e Other YY � Type Jurisdiction IDOT Time PeriodWeekday PM PHF 0.94 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 4:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect PM Fu.xus Project Description 140264; Mt Prospect, IL Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 110 945 572 1094 104 519 123 2 83 119 122 Signal Information Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 6.3 43.0 24.0 15.2 0.0 0.0 1 2 3 Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.0 4.0 4.0 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 2.0 2.0 2.0 0.0 0.0 5 6 7 4 r Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ' Heavy Vehicles and Grade Factor ( ) 0.992 0.992 0.992 1.000 0.992 1.000 1.000 0.992 1.000 1.000 0.992 1.000 Parking Activity Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor ( ) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1 1.000 1.000 Left -Turn Adjustment Factor ( ) 0.952 0.000 1.000 1.000 0.952 0.000 0.0 0.980 0.980 Right -Turn Adjustment Factor ( ) 0.000 0.847 13.0 0.000 0.847 0.0 0.997 0.997 0.000 0.847 Left -Turn Pedestrian Adjustment Factor ( ) 1.0001 1 11.00011.000 Time to First Blockage ( ), s 0.0 1.000 43.0 Right -Turn Ped -Bike Adjustment Factor 1 11.00011.000 1.000 A 1 1.000 ' \A/nrls 7nno AtAii i�+mors+ C,nn+nr t N 1 nnn 1 nnn i nnn 1 nnn i nnn i nnn I nnn I r) r) 1 r) r) I nnn I nnn nnn . - -- - - - --- i Movement Saturation Flow Rate ( ), veh/h - - - - - - 1795 3778 - - - 1598 - - - - - - 0 3680 - - - 1610 - - - 1810 - - - - - - 1850 30 - - - - - - 759 1088 - - - 1610 Proportion of Vehicles Arriving on Green ( ) 0.06 0.48 0.48 0.00 0.52 0.39 0.22 0.29 0.22 0.14 0.14 0.14 Incremental Delay Factor () 0.11 0.50 0.50 L 0.50 0.50 0.50 0.15 0.27 0.15 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time( 3.5 6.0 6.0 6.0 6.0 Green Ratio ( ) 0.47 0.48 0.39 0.22 0.14 Permitted Saturation Flow Rate ( ), veh/h/In 486 0 569 1810 0 Shared Saturation Flow Rate ( ), veh/h/In 0 Permitted Effective Green Time ( ), s 45.0 0.0 0.0 0.0 0.0 Permitted Service Time ( ), s 13.0 0.0 0.0 0.0 0.0 Permitted Queue Service Time ( ), s 10.2 Time to First Blockage ( ), s 0.0 0.0 43.0 0.0 0.0 Queue Service Time Before Blockage ( ), s FProtected Right Saturation Flow veh/h/In g ( ) 1598 0 0 Protected Right Effective Green Time ( ), s 24.0 0.0 0.0 Multimodal EB WB NB SB Pedestrian / 1.557 0.00 1.557 0.00 2.107 0.00 2.224 0.00 Pedestrian / 0.000 0.108 0.000 0.121 0.000 0.166 0.000 0.149 Pedestrian / Bicycle / 959.54 I 14.89 I AA 782.22 I 20.39 I 62.22 I A/ 276.83 I 40.83 UfI%,y%,IU ,-'J.V`t I I .`ro , -0.U`t I I:%J J__ -]L- -'J.0-r 1%J ,-'J.V`t I V.aJI Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:57:30 PM A-49 --- Messages --- WARNING: If demand exceeds capacity, amultiple-period analysis should be conducted. WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. WARNING: The shared -plus -exclusive turn lane solution is an approximation of the HCM method, because more than three lane groups cannot be accommodated. Input data for Percent Turns in Shared Lane are used to specify proportion of turning vehicles in the shared lane. --- Comments --- Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:57:30 PM A - 50 HCS7 Signalized Intersection Input Data General Information Intersection Information ���0 Agency KLOA F-1nal Duration, h 0.25 AnalystJWRW YY Anal sis Date Nov 21 2017 � Area T e Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 1:00 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect Sat Fu.xus Project Description 140264; Mt Prospect, IL Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 130 753 377 813 123 399 142 1 99 110 157 Signal Information Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 7.1 32.6 24.0 14.8 0.0 0.0 1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.0 4.0 4.0 0.0 0.0 5 6 7 8 Force Mode Fixed Simult. Gap N/S On Red 0.0 2.0 2.0 2.0 0.0 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 130 753 377 813 123 399 142 1 99 110 157 Initial Queue ( ), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate ( ), veh/h 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 Parking ( ), man/h None None None None Heavy Vehicles ( ), % 1 1 0 1 0 1 1 1 0 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses ( ), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type O 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering () 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 130 0 130 0 0 0 0 Grade ( ), % 0 0 0 0 Speed Limit, mi/h 40 40 40 1 40 40 35 35 35 35 35 35 r Phase Information �MaximumYel EBL EBT WBL WBT NBL NBT SBL SBT Green ( ) or Phase Split, s 13.0 45.0 32.0 15.0 30.0 25.0 low Change Interval ( ), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( ),s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( ),s 3 15 15 8 8 6 8 Start -Up Lost Time ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage ( ), s 3.0 7.0 7.0 3.0 4.0 2.0 4.0 Recall Mode Off Min Min Off Off Off Off 1Walk Dual Entry Yes Yes Yes No Yes No Yes ( ),s 0.0 I 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time ( ),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius �i 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 i Street Width / Island / Curb 0 0 No 0h5. 0 No 0h5. 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 1:5.0 2.0 120 2.0 120 2.0 12 5.0 2.0 Lreaestrian Signai i Occupied Foaming I NO I U.SU I NO I U.SU I NO I U.SU I NO I U.SU j Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:58:29 PM A-51 HCS7 Signalized Intersection Results Summary General Information Intersection Information LLLILLI0 Agency KLOA Duration, h 0.25 AnalystJWRW YY Anal sis Date Nov 21 2017 � Area T e Other Type Jurisdiction IDOT Time PeriodSaturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 1:00 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect Sat Fu.xus Project Description 140264; Mt Prospect, IL Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 130 753 377 813 123 399 142 1 99 110 157 Signal Information Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 7.1 32.6 24.0 14.8 0.0 0.0 1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.0 4.0 4.0 0.0 0.0 6 $ Force Mode Fixed Simult. Gap N/S On Red 0.0 2.0 2.0 2.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 6 8 4 Case Number 1.0 3.0 7.3 10.0 11.0 Phase Duration, s 10.6 49.2 38.6 30.0 20.8 Change Period, ( ),s 3.5 6.0 6.0 6.0 6.0 Max Allow Headway ( ),s 4.0 0.0 0.0 5.0 5.1 Queue Clearance Time ( ), s 6.9 25.9 13.8 Green Extension Time ( ),s 0.2 0.0 0.0 0.0 1.0 Phase Call Probability 1.00 1.00 1.00 Max Out Probability 0.09 1.00 0.99 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( ), veh/h 140 810 405 874 132 429 154 225 169 Adjusted Saturation Flow Rate ( ), veh/h/In 1795 1889 1610 1795 1610 1795 1883 1842 1610 Queue Service Time ( ),s 4.9 15.5 11.0 20.4 6.0 23.9 6.2 11.8 10.0 Cycle Queue Clearance Time ( ),s 4.9 15.5 11.0 20.4 6.0 23.9 6.2 11.8 10.0 Green Ratio ( ) 0.42 0.43 0.67 0.33 0.33 0.24 0.24 0.15 0.15 Capacity ( ), veh/h 277 1631 1082 1169 524 431 452 273 239 Volume -to -Capacity Ratio ( ) 0.504 0.496 0.375 0.748 0.252 0.996 0.340 0.823 0.707 B1 ack of Queue ( ), ft/In ( 95 th percentile) 93.2 274.3 154.4 318.6 107.3 543.8 124.9 261.3 192.8 Back of Queue ( ), veh/In ( 95 th percentile) 3.7 10.9 6.2 12.6 4.3 21.6 5.0 10.4 7.7 Queue Storage Ratio ( ) ( 95 th percentile) 0.44 0.00 1.19 0.00 0.83 0.00 0.00 0.00 0.00 Uniform Delay ( ), s/veh 21.7 20.5 7.2 24.9 24.8 37.9 28.0 41.3 40.5 Incremental Delay ( ), s/veh 1.4 1.1 1.0 4.4 1.2 42.2 0.6 13.3 6.6 Initial Queue Delay ( ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( ), s/veh 23.1 21.6 8.2 29.3 25.9 80.1 28.6 54.6 47.1 Level of Service (LOS) C C A C C F C D D Approach Dela s/veh / LOS pp Y� 17.8 B 28.8 C 66.5 E 51.4 D Intersection Delay, s/veh / LOS 33.6 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.3 B 2.3 B 2.9 C 3.0 C bicycle LUZ5 Score i LUZ5 I -i .b I b I -i .J I A 1 -1.4 1 A I -i . -i I A I Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:58:29 PM A - 52 HCS7 Signalized Intersection Intermediate Values PF General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other M Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Anal= Year 2040 lysis Period 1 > 1:00 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect Sat Fu.xus Project Description 140264; Mt Prospect, IL r Demand Information 0.992 0.992 1.000 EB Approach Movement 1.000 0.992 L T Demand ( ), veh/h 0.992 1.000 130 753 Signal Information 1.000 1.000 1.000 1.000 Cycle, s 100.0 Reference Phase 2 1.000 1.000 Offset, s 0 Reference Point Begin Green 7.1 Uncoordinated No Simult. Gap E/W On Yellow 3.5 1 Force Mode Fixed Simult. Gap N/S On Red 0.0 WB NB R L T R L T R 377 1 1 813 1 123 1 399 142 1 1 LLLOL= SB L T R 99 110 157 1 2 3 4 32.6 24.0 14.8 0.0 0.0 4.0 4.0 4.0 0.0 0.0 2.0 12.0 12.0 10.0 10.0 5 6 7 $ r Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ' Heavy Vehicles and Grade Factor ( ) 0.992 0.992 1.000 1.000 0.992 1.000 0.992 0.992 1.000 1.000 0.992 1.000 Parking Activity Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor ( ) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1 1.000 1.000 Left -Turn Adjustment Factor ( ) 0.952 0.000 0.0 1.000 1.000 6.3 0.952 0.000 0.977 0.977 Time to First Blockage ( ), s Right -Turn Adjustment Factor ( ) 0.0 0.000 0.847 0.0 0.000 0.847 0.999 0.999 0.000 0.847 Left -Turn Pedestrian Adjustment Factor ( ) 1.0001 1610 1 11.00011.000 0 Protected Right Effective Green Time ( ), s 24.0 1.000 Right -Turn Ped -Bike Adjustment Factor 1 11.00011.000 1.000 A 1 1.000 ' \A/nrls 7nno AtAii i�+mors+ C,nn+nr t N 1 nnn 1 nnn i nnn 1 nnn i nnn i nnn I nnn I r) r) 1 r) r) I nnn I nnn nnn . - -- - - - --- i Movement Saturation Flow Rate ( ), veh/h - - - 1795 - - - - - - 3778 1610 - - - - - - - - - 0 3680 1610 - - - 1795 - - - - - - 1870 13 - - - - - - - - - 872 969 1610 Proportion of Vehicles Arriving on Green ( ) 0.07 0.43 0.43 0.00 0.43 0.33 0.24 0.32 0.24 0.15 0.15 0.15 Incremental Delay Factor () 0.11 0.50 0.50 L 0.50 0.50 0.50 0.15 0.25 0.19 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time( 3.5 6.0 6.0 6.0 6.0 Green Ratio ( ) 0.42 0.43 0.33 0.24 0.15 Permitted Saturation Flow Rate ( ), veh/h/In 639 0 684 1795 0 Shared Saturation Flow Rate ( ), veh/h/In 0 Permitted Effective Green Time ( ), s 34.6 0.0 0.0 0.0 0.0 Permitted Service Time ,s 12.1 0.0 0.0 0.0 0.0 Permitted Queue Service Time ( ), s 6.3 Time to First Blockage ( ), s 0.0 0.0 32.6 0.0 0.0 Queue Service Time Before Blockage ( ), s Frrotected Saturation Flow Right veh/h/In g ( ) 1610 0 0 Protected Right Effective Green Time ( ), s 24.0 0.0 0.0 11AI�iw,�.J�1 CR \A/D IIID CR Pedestrian / 1.557 Pedestrian / 0.000 Pedestrian / 0.000 Bicycle / 863.58 Bicycle / -3.64 Copyright © 2017 University of Florida, All Rights Reserved. 0.00 1.557 0.00 0.112 0.000 0.125 16.14 651.18 22.74 1.12 -3.64 0.83 HCS7TM Streets Version 7.1 A - 53 2.107 0.00 2.224 0.00 0.000 0.162 0.000 0.144 57.25 296.42 1 36.28 -3.64 0.96 -3.64 0.65 Generated: 12/12/2017 3:58:29 PM --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. WARNING: The shared -plus -exclusive turn lane solution is an approximation of the HCM method, because more than three lane groups cannot be accommodated. Input data for Percent Turns in Shared Lane are used to specify proportion of turning vehicles in the shared lane. --- Comments --- Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:58:29 PM A - 54 Copyright © 2018 University of Florida. All Rights Reserved. HCS7T"" TWSC Version 7.1 Generated: 1/8/2018 11:42:10 AM US 12 at Aear�A Fu.xtw Copyright © 2018 University of Florida. All Rights Reserved. HCS7T"" TWSC Version 7.1 Generated: 1/8/2018 11:41:42 AM US 12 atAerlr}* Fu.xtw Copyright © 2018 University of Florida. All Rights Reserved. HCS7T"" TWSC Version 7.1 Generated: 1/8/2018 11:41:22 AM US 12 atAenr�Sat Fu.xtw Copyright © 2017 University of Florida. All Rights Reserved. HCS7T"" TWSC Version 7.1 Generated: 12/12/2017 4:05:33 PM US 12 at AIrnaAM Fu.xtw Project Description 140264; Mt Prospect, IL Demand Information Approach Movement EB L T r Demand ( ), veh/h HCS7 Signalized Intersection Input Data PF WB Signal Information Cycle, s 90.0 Reference Phase General Information Offset, s 0 Reference Point Intersection Information Agency F-1nal KLOA On Yellow 3.5 Duration, h 0.25 AnalystJWRW YY L Anal sis Date Jan 8 2018 Area T e � Type Other Jurisdiction IDOT Time Period i Weekday AM PHF 0.95 Urban Street US 12 IUS Analysis Year 2040 lysis Period 1 > 7:45 Intersection 12/Access File Name Access at Rand AM Fu.xus 50 Project Description 140264; Mt Prospect, IL Demand Information Approach Movement EB L T r Demand ( ), veh/h 58 1 WB Signal Information Cycle, s 90.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 3.0 Uncoordinated No Simult. Gap E/W I On Yellow 3.5 1 Force Mode Fixed Simult. Gap N/S On Red 0.0 R 32 WB L T R 1 5 56 LLLOLLC NB SB L T R L T�R 49 1213 14 56 1394 50 1 2 3 4 7.3 4.0 2.0 5 6 7 8 r Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 58 1 32 1 5 56 49 1213 14 56 1394 50 Initial Queue ( ), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate ( ), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900 Parking ( ), man/h None None None None Heavy Vehicles ( ), % 2 2 0 0 2 4 9 2 2 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses ( ), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type O 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering () 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 70 70 0 0 135 0 135 0 135 Grade ( ), % 0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 1 25 40 40 40 40 40 40 r Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green ( ) or Phase Split, s 8.0 15.0 8.0 15.0 13.0 54.0 13.0 54.0 Yellow Change Interval ( ), s 3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.0 Red Clearance Interval ( ),s 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 Minimum Green ( ),s 3 8 3 8 3 15 3 15 Start -Up Lost Time ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage ( ), s 3.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Off Min Off Min Dual Entry Yes Yes Yes Yes Yes Yes Yes Yes Walk ( ),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time ( ),s r1111W 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 i Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:44:32 AM I HCS7 Signalized Intersection Results Summary U.221 U.UUb U.463 U.16 t 1 U-bb4 U.bb4 U.111 U.U2U U.Ub3 B1 ack of Queue ( ), ft/In ( 95 th percentile) 56.9 34.3 0.9 67.4 13.6 126.1 132.2 16.2 General Information 16.2 Back of Queue ( ), veh/In ( 95 th percentile) i 1.3 Intersection Information LLLILLI0 0.5 4.9 Agency KLOA 0.6 5.0 0.6 Queue Storage Ratio ( ) ( 95 th percentile) Duration, h 0.25 0.00 0.00 0.10 0.00 AnalystJWRW YY Anal sis Date Jan 8 2018 � Area T e Type i Uniform Delay ( ), s/veh Other 37.4 35.4 3 9. 51 6.7 Jurisdiction IDOT IUS Time PeriodWeekday AM PHF 6.5 0.95 0.6 1.0 0.0 3.8 Urban Street 12 Analysis Year 2040 2.0 lysis Period 1.3 1 > 7:45 Initial Queue Delay ( ), s/veh 0.0 0.0 Intersection US 12/Access File Name Access at Rand AM Fu.xus 0.0 0.0 0.0 0.0 0.0 Control Delay ( ), s/veh Project Description 140264; Mt Prospect, IL 38.4 35.4 43.3 7.0 5.7 5.8 6.3 5.1 6.6 Level of Service (LOS) D Demand Information D EB A A WB A NB A Approach Dela s/veh / LOS pp Y� SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 58 1 32 1 5 56 49 1213 14 56 1394 50 Signal Information NB SB Pedestrian LOS Score / LOS 2.9 C 3.0 C 2.2 Cycle, s 90.0 Reference Phase 2 B 2.2 B Bicycle LOS Score / LOS 0.6 A 0.6 A 1.6 Offset, s 0 Reference Point Begin Green 3.0 0.2 56.1 2.9 1.5 7.3 HCS7TM Streets Version 7.1 1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 0.0 4.0 3.5 0.0 4.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 2.0 0.0 0.0 2.0 6 7 8 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 3 8 7 4 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 3.0 Phase Duration, s 7.9 14.8 6.4 13.3 6.5 62.1 6.7 62.3 Change Period, ( ),s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway ( ),s 4.2 5.4 4.2 5.4 4.0 0.0 4.0 0.0 Queue Clearance Time ( ), s 4.8 3.8 2.0 5.4 2.9 3.1 Green Extension Time ( ),s 0.0 0.2 0.0 0.1 0.1 0.0 0.1 0.0 Phase Call Probability 0.91 0.98 0.96 0.92 1.00 1.00 Max Out Probability 1.00 0.38 1.00 1.00 0.00 0.01 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 3 8 18 7 4 14 5 2 12 1 6 16 Adjusted Flow Rate ( ), veh/h 61 35 1 64 52 647 645 59 1467 53 Adjusted Saturation Flow Rate ( ), veh/h/In 1781 1592 1810 1631 1781 1841 1833 1682 1874 1585 Queue Service Time ( ),s 2.8 1.8 0.0 3.4 0.9 10.0 10.3 1.1 12.2 1.2 Cycle Queue Clearance Time ( ),s 2.8 1.8 0.0 3.4 0.9 10.0 10.3 1.1 12.2 1.2 Green Ratio ( ) 0.13 0.10 0.11 0.08 0.66 0.62 0.62 0.66 0.63 0.63 [Capacity ( ), veh/h 225 156 216 133 308 1148 1143 345 2345 992 Volume-to-Lapacity Ratio ( ) U.211 U.221 U.UUb U.463 U.16 t 1 U-bb4 U.bb4 U.111 U.U2U U.Ub3 B1 ack of Queue ( ), ft/In ( 95 th percentile) 56.9 34.3 0.9 67.4 13.6 126.1 132.2 16.2 126.7 16.2 Back of Queue ( ), veh/In ( 95 th percentile) 2.2 1.3 0.0 2.7 0.5 4.9 5.0 0.6 5.0 0.6 Queue Storage Ratio ( ) ( 95 th percentile) 0.81 0.49 0.00 0.00 0.10 0.00 0.00 0.12 0.00 0.12 Uniform Delay ( ), s/veh 35.3 37.4 35.4 3 9. 51 6.7 3.7 3.8 6.1 3.8 6.5 Incremental Delay ( ), s/veh 0.6 1.0 0.0 3.8 0.3 2.0 2.0 0.2 1.3 0.1 Initial Queue Delay ( ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( ), s/veh 36.0 38.4 35.4 43.3 7.0 5.7 5.8 6.3 5.1 6.6 Level of Service (LOS) D D D D A A A A A A Approach Dela s/veh / LOS pp Y� 36.9 D 43.2 D 5.8 A 5.2 A Intersection Delay, s/veh / LOS 7.2 A Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.9 C 3.0 C 2.2 B 2.2 B Bicycle LOS Score / LOS 0.6 A 0.6 A 1.6 B 1.8 B Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:44:32 AM HCS7 Signalized Intersection Intermediate Values I � 2.107 ✓ 0.00 2.224 ✓ 0.00 . 1.557 ✓ 0.00 V 1.557 V 0.00 Pedestrian / 0.000 General Information 0.000 0.146 Intersection Information or LLLILLI0 0.000 0.074 Agency KLOA Duration, h 0.25 1 Analyst JWRW Analysis Date Jan 8, 2018 Area Type Other i 196.12 1 36.61 163.19 1 Jurisdiction IDOT IUS Time PeriodWeekday AM PHF 0.95 1251.15 6.31 Bicycle Urban Street 12 Analysis Year 2040 lysis Period 1 > 7:45 0.11 -3.64 1.11 Intersection US 12/Access File Name Access at Rand AM Fu.xus Copyright © 2018 University of Florida, All Rights Reserved. Project Description 140264; Mt Prospect, IL Version 7.1 Generated: 1/8/2018 11:44:32 AM Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 58 1 32 1 5 56 49 1213 14 56 1394 50 Signal Information Cycle, s 90.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 3.0 1 0.2 56.1 2.9 1.5 7.3 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 0.0 4.0 3.5 0.0 4.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 2.0 0.0 0.0 2.0 5 6 7 8 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor ( ) 0.984 0.984 0.977 1.000 1.000 0.961 0.984 0.969 0.945 0.930 0.984 0.984 Parking Activity Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.952 1.000 Left-Turn Adjustment Factor ( ) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor ( ) 0.851 0.851 0.858 0.996 0.996 0.000 0.847 0.858 Left-Turn Pedestrian Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor ( ) 1.000 Work Zone Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 [Movement Saturation Flow Rate ( ), veh/h 1781 48 1544 1810 134 1497 1781 3632 42 1682 3749 1585 Proportion of Vehicles Arriving on Green ( ) 0.05 0.10 0.10 0.03 0.08 0.08 0.03 0.83 0.62 0.04 0.83 0.63 Incremental Delay Factor () 0.11 0.15 0.11 0.15 0.11 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time( 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio ( ) 0.13 0.10 0.11 0.08 0.66 0.62 0.66 0.63 Permitted Saturation Flow Rate ( ), veh/h/In 1338 0 i 1396 0 361 0 404 0 E Shared Saturation Flow Rate ( ), veh/h/In I ermitted Effective Green Time ( ), s �_'r 7.3 0.0 7.3 0.0 56.1 0.0 56.1 0.0 Permitted Service Time e tted Se ce e ( ), s 4. 0 0.0 5.0 42.1 0.0 0.0 4 5.8 0.0 Permitted Queue Service Time ( ), s 0.2 0.0 2.3 1.8 Time to First Blockage ( ), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage ( ), s Frrotected Right Saturation Flow veh/h/In g ( ), 0 Protected Right Effective Green Time ( ), s TCR 0.0 Rfim m16m'r"^A n1 \A/D IIID CR • N . r .. . Y M N . Pedestrian / I � 2.107 ✓ 0.00 2.224 ✓ 0.00 . 1.557 ✓ 0.00 V 1.557 V 0.00 Pedestrian / 0.000 0.144 0.000 0.146 0.000 0.074 0.000 0.074 Pedestrian / 1 1 Bicycle / 196.12 1 36.61 163.19 1 37.96 1247.23 6.37 1251.15 6.31 Bicycle -3.64 0.16 -3.64 1 0.11 -3.64 1.11 -3.64 1 1.30 Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:44:32 AM No errors or warnings exist. --- Messages --- --- Comments --- Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:44:32 AM A - 62 Copyright © 2017 University of Florida. All Rights Reserved. HCS7T"" TWSC Version 7.1 Generated: 12/12/2017 4:06:23 PM US 12 at Ir )2k-$M Fu.xtw Project Description 140264; Mt Prospect, IL Demand Information Approach Movement EB L T r Demand ( ), veh/h HCS7 Signalized Intersection Input Data Signal Information PF WB Cycle, s 110.0 Reference Phase 2 General Information Reference Point Begin Green 3.5 Intersection Information Agency F-1nal KLOA 1 Force Mode Fixed Duration, h 0.25 AnalystJWRW YY R Anal sis Date Jan 8 2018 Area T e � Type Other Jurisdiction IDOT Time Period i Weekday PM PHF 0.95 Urban Street US 12 Analysis Year 2040 lysis Period 1 > 4:45 Intersection US 12/Access IFile Name Access at Rand PM Fu.xus 1520 Project Description 140264; Mt Prospect, IL Demand Information Approach Movement EB L T r Demand ( ), veh/h 65 1 Signal Information WB Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 3.5 Uncoordinated No Simult. Gap E/W On Yellow 3.5 1 Force Mode Fixed Simult. Gap N/S On Red 0.0 WB R L T R 35 17 1 1 1 169 � fiemm ��� M111 ��®EE 701 �� un NB L T R 54 1609 1 36 1 15.1 4.0 2. 5 LLLL=. SB L T R 108 1520 54 2 3 4 6 7 8 r Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 65 1 35 17 1 169 54 1609 36 108 1520 54 Initial Queue ( ), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate ( ), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900 Parking ( ), man/h None None None None Heavy Vehicles ( ), % 0 0 0 0 2 4 2 2 2 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses ( ), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type O 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering () 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 70 70 0 0 135 0 135 0 135 Grade ( ), % 0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 1 25 40 40 40 40 40 40 r Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green ( ) or Phase Split, s 15.0 35.0 15.0 35.0 13.0 47.0 13.0 47.0 Yellow Change Interval ( ), s 3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.0 Red Clearance Interval ( ),s 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 Minimum Green ( ),s 3 8 3 8 3 15 3 15 Start -Up Lost Time ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage ( ), s 3.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Off Min Off Min Dual Entry Yes Yes Yes Yes Yes Yes Yes Yes Walk ( ),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time ( ),s r1111W 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 i Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM HCS7 Signalized Intersection Results Summary Back of Queue ( ), veh/In ( 95 th percentile) 2.9 1.7 0.8 9.2 0.9 11.3 General Information 1.9 8.3 i Queue Storage Ratio ( ) ( 95 th percentile) Intersection Information LLLILLI0 0.00 0.00 Agency KLOA 0.00 0.00 0.35 0.00 Duration, h 0.25 37.9 39.8 38.8 46.1 AnalystJWRW YY Anal sis Date Jan 8 2018 � Area T e Type i 5.9 Other Incremental Delay ( ), s/veh 1.1 0.4 0.1 Jurisdiction IDOT IUS Time PeriodWeekday PM PHF 1.5 0.95 0.1 Initial Queue Delay ( ), s/veh 0.0 0.0 Urban Street 12 Analysis Year 2040 0.0 lysis Period 0.0 1 > 4:45 0.0 0.0 Control Delay ( ), s/veh Intersection US 12/Access File Name Access at Rand PM Fu.xus 55.8 10.8 13.4 14.0 15.9 7.8 Project Description 140264; Mt Prospect, IL Level of Service (LOS) LA D D D E B B B B A A Demand Information 39.4 EB 54.2 D WB NB 8.3 SB Intersection Delay, s/veh / LOS Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 65 1 35 17 1 169 54 1609 36 108 1520 54 Signal Information C 2.2 B 2.2 B Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 3.5 1.5 65.5 3.0 2.4 15.1 1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 0.0 4.0 3.5 0.0 4.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 2.0 0.0 0.0 2.0 6 7 8 Timer Results EBL 9 EBT WBL WBT NBL NBT SBL SBT Assigned Phase 3 8 7 4 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 3.0 Phase Duration, s 8.9 23.5 6.5 21.1 7.0 71.5 8.5 73.0 Change Period, ( ),s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway ( ),s 4.2 5.4 4.2 5.4 4.0 0.0 4.0 0.0 Queue Clearance Time ( ), s 5.5 4.2 2.9 13.9 3.4 4.7 Green Extension Time ( ),s 0.1 1.4 0.0 1.2 0.1 0.0 0.3 0.0 Phase Call Probability 0.98 1.00 1.00 1.00 1.00 1.00 Max Out Probability 0.13 1 0.00 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 3 8 18 7 4 14 5 2 12 1 6 16 Adjusted Flow Rate ( ), veh/h 68 38 18 179 57 867 864 114 1600 57 Adjusted Saturation Flow Rate ( ), veh/h/In 1810 1617 1810 1612 1781 1841 1826 1781 1874 1585 Queue Service Time ( ),s 3.5 2.2 0.9 11.9 1.4 28.7 29.7 2.7 20.4 1.6 Cycle Queue Clearance Time ( ),s 3.5 2.2 0.9 11.9 1.4 28.7 29.7 2.7 20.4 1.6 Green Ratio ( ) 0.19 0.16 0.16 0.14 0.63 0.60 0.60 0.64 0.61 0.61 Capacity ( ), veh/h 190 257 283 221 251 1096 1088 237 2284 966 Volume -to -Capacity Ratio ( ) 0.359 0.147 0.063 0.811 0.227 0.791 0.795 0.479 0.700 0.059 Rar►Ir of (li ici is 1 ft/In / 0c;th ncrr+oritilcl 77 S2 d1 d 1 S2 A 1?9Q 1 01 1 ')Q9 7 1 q10 Q d7 7 1 710 0 7d 1 bicycle LU5 Score / LU5 1 U. I I A 1 U.b I A 1 1.0 1 b 1 1.9 1 b Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM A - 65 Back of Queue ( ), veh/In ( 95 th percentile) 2.9 1.7 0.8 9.2 0.9 11.3 11.8 1.9 8.3 1.0 Queue Storage Ratio ( ) ( 95 th percentile) 1.04 0.59 0.00 0.00 0.17 0.00 0.00 0.35 0.00 0.18 Uniform Delay ( ), s/veh 37.9 39.8 38.8 46.1 10.3 7.5 8.0 14.4 5.9 8.7 Incremental Delay ( ), s/veh 1.1 0.4 0.1 9.7 0.5 5.8 6.0 1.5 1.8 0.1 Initial Queue Delay ( ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( ), s/veh 39.0 40.2 38.9 55.8 10.8 13.4 14.0 15.9 7.8 8.8 Level of Service (LOS) LA D D D E B B B B A A roach Dela s/veh / LOS Approach Y� 39.4 D 54.2 D 13.6F B 8.3 A Intersection Delay, s/veh / LOS 14.0 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.9 C 3.0 C 2.2 B 2.2 B bicycle LU5 Score / LU5 1 U. I I A 1 U.b I A 1 1.0 1 b 1 1.9 1 b Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM A - 65 HCS7 Signalized Intersection Intermediate Values I � 2.107 ✓ 0.00 2.224 ✓ 0.00 . 1.557 ✓ 0.00 V 1.557 V 0.00 Pedestrian / 0.000 General Information 0.000 0.149 Intersection Information or LLLILLI0 0.000 0.085 Agency KLOA Duration, h 0.25 Analyst JWRW Analysis Date Jan 8, 2018 Area Type Other i 317.88 38.91 273.81 1 Jurisdiction IDOT IUS Time PeriodWeekday PM PHF 0.95 9.00 1218.82 8.39 Urban Street 12 Analysis Year 2040 lysis Period 1 > 4:45 -3.64 0.32 -3.64 Intersection US 12/Access File Name Access at Rand PM Fu.xus 1.46 Copyright © 2018 University of Florida, All Rights Reserved. Project Description 140264; Mt Prospect, IL Version 7.1 Generated: 1/8/2018 11:43:54 AM Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 65 1 35 17 1 169 54 1609 36 108 1520 54 Signal Information Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 3.5 1 1.5 65.5 3.0 2.4 15.1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 0.0 4.0 3.5 0.0 4.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 2.0 0.0 0.0 2.0 5 6 7 8 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.961 0.984 0.969 0.945 1.000 0.984 1.000 0.984 1.000 0.984 Heavy Vehicles and Grade Factor ( ) 1.000 1.000 0.977 1.000 1.000 Parking Activity Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.952 1.000 1.000 Lane Utilization Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 Left-Turn Adjustment Factor ( ) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor ( ) 0.851 0.851 0.848 0.992 0.992 0.000 0.847 0.848 Left-Turn Pedestrian Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor ( ) 1.000 Work Zone Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 [Movement Saturation Flow Rate ( ), veh/h 1810 45 1572 1810 9 1602 1781 3587 80 1781 3749 1585 Proportion of Vehicles Arriving on Green ( ) 0.05 0.16 0.16 0.03 0.14 0.14 0.03 0.79 0.60 0.05 0.81 0.61 Incremental Delay Factor ( ) 0.11 0.15 0.11 0.15 0.11 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time( 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio ( ) 0.19 0.16 0.16 0.14 0.63 0.60 0.64 0.61 Permitted Saturation Flow Rate ( ), veh/h/In 1224 0 1392 0 318 0 280 0 Shared Saturation Flow Rate ( ), veh/h/In Permitted Effective Green Time ( ), s 16.0 0.0 15.1 0.0 65.5 0.0 65.5 0.0 Permitted i Service Time e tted Se ce e ( ), s . 2 3 0.0 1 3.3 44. 0.0 6 0.0 35 . 7 0.0 Permitted Queue Service Time ( ), s 0.8 0.0 4.6 20.4 Time to First Blockage ( ), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage ( ), s Frrotected Right Saturation Flow veh/h/In g ( ), 0 Protected Right Effective Green Time ( ), s 0.0 11A14- An I CR \A/D IIID CD • N . r .. . Y M N • Pedestrian / I � 2.107 ✓ 0.00 2.224 ✓ 0.00 . 1.557 ✓ 0.00 V 1.557 V 0.00 Pedestrian / 0.000 0.147 0.000 0.149 0.000 0.088 0.000 0.085 Pedestrian / Bicycle / 317.88 38.91 273.81 1 40.97 1191.17 9.00 1218.82 8.39 Bicycle / -3.64 1 0.18 -3.64 0.32 -3.64 1.48 -3.64 1.46 Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM I • R --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM A - 67 • ' �J Copyright © 2017 University of Florida. All Rights Reserved. HCS7T"' TWSC Version 7.1 Generated: 12/12/2017 4:07:10 PM US 12 at Walmart Sat Fu.xtw 4 r Traffic Information HCS7 Signalized Intersection Input Data 11F NB I SB General Information Approach Movement L T Intersection Information ���0 Agency F-1nal KLOA L T Duration, h 0.25 T AnalystJWRW YY Demand ( ), veh/h 93 Anal sis Date Jan 8 2018 Area T e � Type i Other 5 Jurisdiction IDOT IUS 1226 Time Period aturday Midday PHF [2040 0.95 70 Urban Street 12 0 Analysis Year lysis Period 1 > 4:45 0 Intersection US 12/Access 0 File Name Access at Rand Sat Fu.xus 0 Base Saturation Flow Rate ( ), veh/h Project Description 140264; Mt Prospect, IL 1900 1900 1900 1900 Demand Information 1900 1900 EB WB NB SB Approach Movement None L T R L T R L T R L T R Demand ( ), veh/h 93 1 51 11 5 142 69 1226 35 148 1170" Signal Information 0 0 2 4 Cycle, s 110.0 Reference Phase 2 2 Ped / Bike / RTOR, /h 1 2 3 Offset, s 0 Reference Point Begin Green 3.7 2.0 67.9 3.0 1.5 12.8 0 0 Uncoordinated No Simult. Gap E/W On Yellow 3.5 0.0 4.0 3.5 0.0 4.0 0 0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 2.0 0.0 0.0 2.0 5 6 7 4 r Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 93 1 51 11 5 142 69 1226 35 148 1170 70 Initial Queue ( ), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate ( ), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900 Parking ( ), man/h None None None None Heavy Vehicles ( ), % 2 2 0 0 2 4 2 2 2 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses ( ), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type O 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering () 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 70 70 0 0 135 0 135 0 135 Grade ( ), % 0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 1 25 40 40 40 40 40 40 r Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green ( ) or Phase Split, s 8.0 25.0 8.0 25.0 13.0 64.0 13.0 64.0 Yellow Change Interval ( ), s 3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.0 Red Clearance Interval ( ),s 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 Minimum Green ( ),s 3 8 3 8 3 15 3 15 Start -Up Lost Time ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green ( ), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage ( ), s 3.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Off Min Off Min Dual Entry Yes Yes Yes Yes Yes Yes Yes Yes Walk ( ),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance Time ( ),s r1111W 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 i Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:42:49 AM INIMUE HCS7 Signalized Intersection Results Summary U.b�3� U.2(�4 U.Ub1 U.61 U.1 yy U.b�i U.b�i U.4:3:i U.b1 U.0 1;i Back of Queue ( ), ft/In ( 95 th percentile) 32.5 64.5 12.6 213.1 26.4 175.6 General Information 55 118.3 i Back of Queue ( ), veh/In ( 95 th percentile) Intersection Information LLLILLI0 0.5 8.5 Agency KLOA 6.8 7.2 2.2 4.7 Duration, h 0.25 0.46 0.92 0.00 0.00 AnalystJWRW YY Anal sis Date Jan 8 2018 � Area T e Type i 0.00 Other Uniform Delay ( ), s/veh 43.4 43.1 40.6 Jurisdiction IDOT IUS Time PeriodSaturday Midday PHF 5.3 0.95 3.8 7.7 Incremental Delay ( ), s/veh 5.2 Urban Street 12 Analysis Year 2040 14.0 lysis Period 2.2 1 > 4:45 0.8 0.8 0.1 Intersection US 12/Access File Name Access at Rand Sat Fu.xus 0.0 0.0 0.0 0.0 0.0 0.0 Project Description 140264; Mt Prospect, IL 0.0 Control Delay ( ), s/veh 48.6 44.0 40.7 61.4 7.8 7.1 7.6 8.8 4.6 Demand Information Level of Service (LOS) EB D D WB A NB A A SB A Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 93 1 51 11 5 142 69 1226 35 148 1170 70 Signal Information WB NB SB Pedestrian LOS Score / LOS 2.9 Cycle, s 110.0 Reference Phase 2 C 2.2 B 2.2 B Bicycle LOS Score / LOS 0.7 A 0.8 Offset, s 0 Reference Point Begin Green 3.7 2.0 67.9 3.0 1.5 12.8 Copyright © 2018 University of Florida, All Rights Reserved. 1 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 0.0 4.0 3.5 0.0 4.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 2.0 0.0 0.0 2.0 6 7 $ Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 3 8 7 4 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 3.0 Phase Duration, s 8.0 20.3 6.5 18.8 7.2 73.9 9.2 75.9 Change Period, ( ),s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway ( ),s 4.2 5.4 4.2 5.4 4.0 0.0 4.0 0.0 Queue Clearance Time ( ), s 6.5 5.4 2.6 12.3 3.6 5.4 Green Extension Time ( ),s 0.0 1.0 0.0 0.6 0.1 0.0 0.3 0.0 Phase Call Probability 0.99 1.00 1.00 1.00 1.00 1.00 Max Out Probability 1.00 1 0.01 1.00 0.54 0.00 0.01 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 3 8 18 7 4 14 5 2 12 1 6 16 Adjusted Flow Rate ( ), veh/h 98 55 12 155 73 667 661 156 1232 74 Adjusted Saturation Flow Rate ( ), veh/h/In 1781 1590 1810 1619 1781 1841 1822 1781 1874 1585 Queue Service Time ( ),s 4.5 3.4 0.6 10.3 1.6 13.6 14.4 3.4 9.8 2.0 Cycle Queue Clearance Time ( ),s 4.5 3.4 0.6 10.3 1.6 13.6 14.4 3.4 9.8 2.0 Green Ratio ( ) 0.16 0.13 0.14 0.12 0.65 0.62 0.62 0.67 0.64 0.64 [Capacity ( ), veh/h 167 207 226 189 365 1136 1125 359 2382 1007 Volume -to -Capacity Ratio ( ) U.b�3� U.2(�4 U.Ub1 U.61 U.1 yy U.b�i U.b�i U.4:3:i U.b1 U.0 1;i Back of Queue ( ), ft/In ( 95 th percentile) 32.5 64.5 12.6 213.1 26.4 175.6 190.1 55 118.3 29.2 Back of Queue ( ), veh/In ( 95 th percentile) 1.3 2.5 0.5 8.5 1.0 6.8 7.2 2.2 4.7 1.2 Queue Storage Ratio ( ) ( 95 th percentile) 0.46 0.92 0.00 0.00 0.20 0.00 0.00 0.41 0.00 0.22 Uniform Delay ( ), s/veh 43.4 43.1 40.6 47.4 7.5 4.9 5.3 8.0 3.8 7.7 Incremental Delay ( ), s/veh 5.2 1.0 0.1 14.0 0.3 2.2 2.2 0.8 0.8 0.1 Initial Queue Delay ( ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( ), s/veh 48.6 44.0 40.7 61.4 7.8 7.1 7.6 8.8 4.6 7.8 Level of Service (LOS) D D D E A A A A A A Approach Dela s/veh / LOS pp Y� 46.9 D 60.0 E 7.4 A 5.2 A Intersection Delay, s/veh / LOS 11.0 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.9 C 3.0 C 2.2 B 2.2 B Bicycle LOS Score / LOS 0.7 A 0.8 A 1.6 B 1.7 B Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:42:49 AM A-71 HCS7 Signalized Intersection Intermediate Values - - - - - - 1781 31 - - - 1559 - - - - - - 1810 55 - - - 1564 - - - - - - 1781 3562 General Information - - - - - - 1781 3749 Intersection Information LLLILLI0 Agency KLOA 0.13 Duration, h 0.25 0.12 Analyst JWRW Analysis Date Jan 8, 2018 Area Type Other i 0.64 Jurisdiction IDOT Time PeriodSaturday Midday PHF 0.95 0.11 0.19 Urban Street US 12 Analysis Year 2040 lysis Period 1 > 4:45 0.11 0.50 Intersection US 12/Access File Name Access at Rand Sat Fu.xus EBL Project Description 140264; Mt Prospect, IL WBL WBT/R Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( ), veh/h 93 1 51 11 5 142 69 1226 35 148 1170 70 Signal Information 6.0 Green Ratio ( ) 0.16 Cycle, s 110.0 Reference Phase 2 0.12 0.65 Offset, s 0 Reference Point 1 Begin Green 3.7 2.0 67.9 3.0 1.5 12.8 2 3 4 Uncoordinated No Simult. Gap E/W On Yellow 3.5 0.0 4.0 3.5 0.0 4.0 0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 2.0 0.0 0.0 2.0 5 6 7 8 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.961 0.984 0.969 0.945 1.000 1.000 1.000 0.984 0.984 0.984 Heavy Vehicles and Grade Factor ( ) 0.984 0.984 0.977 1.000 1.000 Parking Activity Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor ( ) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.952 1.000 Left -Turn Adjustment Factor ( ) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 2.2 Right -Turn Adjustment Factor ( ) 0.850 0.850 0.852 h.. 0.990 0.990 0.000 0.847 0.852 Left -Turn Pedestrian Adjustment Factor ( ) 1.000 1.000 1.000 1.000 Right -Turn Ped -Bike Adjustment Factor ( ) 1.000 1.000 1.000 1.000 16 ' \A/nrls 7nno AtAii i�+mors+ C,nn+nr t N 1 nnn 1 r) r) I r) r) 1 nnn 1 nnn 1 nnn I nnn I r) r) 1 nnn nnn nnnI I nnn . i- -- - - - - -- X i Movement Saturation Flow Rate ( ), veh/h - - - - - - 1781 31 - - - 1559 - - - - - - 1810 55 - - - 1564 - - - - - - 1781 3562 - - - 102 - - - - - - 1781 3749 - - - 1585 Proportion of Vehicles Arriving on Green ( ) 0.04 0.13 0.13 0.03 0.12 0.12 0.03 0.82 0.62 0.05 0.85 0.64 Incremental Delay Factor () 0.18 0.15 0.11 0.19 0.11 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time( 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio ( ) 0.16 0.13 0.14 0.12 0.65 0.62 0.67 0.64 Permitted Saturation Flow Rate ( ), veh/h/In 1232 0 1370 0 452 0 413 0 Shared Saturation Flow Rate ( ), veh/h/In Permitted Effective Green Time ( ), s 12.8 0.0 12.8 0.0 67.9 0.0 68.4 0.0 Permitted Service Time ,s 2.6 0.0 8.9 0.0 58.1 0.0 53.6 0.0 Permitted Queue Service Time ( ), s 2.2 0.0 1.9 9.0 Time to First Blockage ( ), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage ( ), s Frrotected Right Saturation Flow veh/h/In g ( ), 0 Protected Right Effective Green Time ( ), s 0.0 Multimodal EB WB NB SB Pedestrian / 2.107 0.00 2.224 0.00 1.557 0.00 1.557 0.00 Pedestrian / 0.000 0.149 0.000 0.151 0.000 0.084 0.000 0.080 Pedestrian / Bicycle / ,.., . 260.85 ,. ,.. 41.59 ,. ,. 233.57 ,. A 42.90 1234.80 8.05 1271.08 7.31 luyulu I-'J.vI %J.,C-.., d� -0.v_r I V.L, I -'J.IV I-'J.v-r I I .Z- I J Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:42:49 AM A - 72 No errors or warnings exist. --- Messages --- --- Comments --- Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:42:49 AM A-73 Copyright © 2018 University of Florida. All Rights Reserved. HCS7T"" TWSCVersion 7.1 Generated: 1/8/2018 11:41:01 AM US 12 at�f IR0 � Fu.xtw Copyright © 2018 University of Florida. All Rights Reserved. HCS7T"" TWSC Version 7.1 Generated: 1/8/2018 11:40:39 AM US 12 atAIRC /I Fu.xtw Copyright © 2018 University of Florida. All Rights Reserved. HCS7T"" TWSCVersion 7.1 Generated: 1/8/2018 11:39:42 AM US 12 AR'O 4 Fu.xtw ORDINANCE NO. AN ORDINANCE GRANTING ZONING MAP AMENDMENT AND CONDITIONAL USE FOR PLANNED UNIT DEVELOPMENT FOR PROPERTY LOCATED AT 801 E. RAND ROAD AND A PORTION OF THAYER STREET RIGHT-OF-WAY BETWEEN N. LOUIS STREET AND E. RAND ROAD, MOUNT PROSPECT, ILLINOIS WHEREAS, Speed-GMX Mount Prospect, LLC ("Petitioner"), is seeking a Zoning Map Amendment from R1 Single- Family Residential to B-3 Community Shopping District, a Conditional Use for a Planned Unit Development (PUD) consisting of four (4) principal buildings for property located at 801 E. Rand Road and a portion (0.13 acres) of the Thayer Street right-of-way between N. Louis Street and E. Rand Road (the "Subject Property') of the Village of Mount Prospect and legally described as: THAT PART OF THE NORTH'/2 OF THE SOUTHWEST'/ OF THE SOUTHWEST'/ OF SECTION 35, TOWNSHIP 42 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WEST OF RAND ROAD (EXCEPTING FROM SAID TRACT THE WEST 203.0 FEET THEREOF; AND EXCEPTING THE NORTH 33 FEET THEREOF; AND EXCEPTING THE SOUTH 33 FEET THEREOF), IN COOK COUNTY, ILLINOIS TOGETHER WITH THAT PART OF THAYERS STREET IN THE WEST '/2 OF THE SOUTHWEST '/4 OF SECTION 35 TOWNSHIP 42 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN , LYING WEST OF RAND ROAD AND LYING EAST OF THE EAST LINE OF THE WEST 203.00 FEET OF SAID SOUTHWEST '/, IN COOK COUNTY, ILLINOIS PIN(s): 03-35-302-006-0000 and 03-35-302-007-0000 WHEREAS, the Petitioner seeks 1) Zoning Map Amendment to rezone the Subject Property from R-1 Single -Family Residential to B-3 Community Shopping District; 2) Conditional Use for a Planned Unit Development (PUD) consisting of four (4) principal buildings as is as shown on the Petitioner's Site Plan attached as Exhibit "A" and; WHEREAS, a Public Hearing was held on the request for a Zoning Map Amendment and a Conditional Use for a Planned Unit Development being the subject of PZ -18-17 before the Planning and Zoning Commission of the Village of Mount Prospect on the 25th day of January, 2018, pursuant to proper legal notice having been published in the Daily Herald on the 101h day of January, 2018 and WHEREAS, the Planning and Zoning Commission has submitted its findings and recommendations to the Mayor and Board of Trustees in support of the request being the subject of PZ -18-17; and WHEREAS, the Mayor and Board of Trustees of the Village of Mount Prospect have given consideration to the request herein and have determined that the request meets the standards of the Village and that the granting of the1) Zoning Map Amendment from R-1 Single -Family Residential to B-3 Community Shopping District and 2) Conditional Use for a Planned Unit Development (PUD) consisting of four (4) principal buildings would be in the best interest of the Village. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND BOARD OF TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS ACTING IN THE EXERCISE OF THEIR HOME RULE POWERS: SECTION ONE: The recitals set forth hereinabove are incorporated as findings of fact by the Mayor and Board of Trustees of the Village of Mount Prospect. 391571_1 SECTION TWO: The Mayor and Board of Trustees of the Village of Mount Prospect do hereby grant 1) Zoning Map Amendment from R-1 Single -Family Residential to B-3 Community Shopping District for the Subject Property and 2) Conditional Use for a Planned Unit Development (PUD) consisting of four (4) principal buildings subject to the following conditions: 1. The petitioner shall pursue a traffic signal on Rand Road through the IDOT permitting process and shall pay all costs associated with the installation; 2. The petitioner shall submit elevations and site plans for the fourth development pad for staff review and approval. A PUD amendment will be required if the plans are not deemed consistent with the overall approved plan: 3. Install a 10' wide shared use path along the Rand Road frontage. Provide any necessary easements to locate the shared use path: 4. Prior to obtaining the first Certificate of Occupancy, the Petitioner must submit owner's association documents for staff review and approval. The document must address long-term site maintenance, including snow removal and paving: 5. Development of the site in general conformance with the plans prepared by Greenberg Farrow, dated January 12th, 2018; and 6. Compliance with all applicable development, fire, building, and other Village Codes and regulations. SECTION THREE The Village Clerk is hereby authorized and directed to record a certified copy of this Ordinance and Exhibit "A" Site Plan with the Recorder of Deeds of Cook County. SECTION FOUR: This Ordinance shall be in full force and effect from and after its passage, approval and publication in in the manner provided by law. AYES: NAYS: ABSENT: PASSED and APPROVED this day of February, 2018. Arlene A. Juracek, Mayor ATTEST: Karen M. Agoranos Village Clerk H:\CLKO\Wl N\ORDI NANCE2\PZ-18-17 391571_1