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Home My WebLink About6.1 801 E. Rand Road RedevelopmentBoardDocs® Pro Agenda Item Details Meeting Page 1 of 5 Subject 6.1 PZ -18-17 / 801 E. Rand Road / Speed- MX Mount Prospect, LLC / 2nd reading of AN ORDINANCE GRANTINGI MAP AMENDMENT AND CONDITIONAL USE FOR PLANNED UNIT DEVELOPMENT FOR PROPERTY LOCATED T 801 E. RAND AND A PORTION F THAYER STREET RIGHT-OF-WAY BETWEEN N. LOUIS STREET AND E. RAND ROAD, MOUNT PROSPECT, ILLINOIS (MOUNT PROSPECT POINTE) Access Public Type Action Preferred • 20, 2018 Absolute Date Feb 20, 2018 https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/21/2018 BoardDocs® Pro Page 2 of 5 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 use all efforts to pursue, obtain and install a traffic signal on Rand Road through the I permitting process, and the Petitioner shall pay all costs associated with the design, permitting and installation thereof; 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. The Petitioner shall install a 10" wide shared use path along the Rand Road frontage and provide any necessary easements to locate the shared use path; D. Prior to obtaining the first Certificate of Occupancy, the Petitioner shall submit owner's association documents for staff review and approval. The document shall address long-term site maintenance, including snow removal and paving; E. The Petitioner shall submit a fence plan prior to issuance of a building permit,, subject to approval and modification by the Village Manager; F. Automobile repair work on the Subject Property shall only be conducted in enclosed buildings with all doors on such buildings being shut and closed while automobile repair work is occurring, including garage doors; G. Development of the Subject Property shall be in general conformance with the plans prepared by Green berg Farrow, dated January 12, 2018, except that the plans shall be modified by Petitioner as directed by Village staff, and as depicted in Exhibit "B," attached hereto and made a part hereof, to allow for access from Henry Street to the Subject Property only by vehicles traveling west on Henry Street by making a right turn into the Subject Property, and to prohibit access from Henry Street to the Subject Property by vehicles traveling east on Henry Street, and to prohibit parking at all times along the north and south side of Henry Street between Edward Street and 140' east. with such signage as Village staff directs in relation thereto; H. The Petitioner shall hold a neighborhood meeting six (6) months after three of the four certificate of occupancies have been issued for the improvements approved herein to discuss compliance with Village Codes, other laws, regulations and this Ordinance, by the tenants and users of the Subject Property, and their performance, which meeting shall be scheduled and held in consultation with Village staff; and I. The Subject Property and the Petitioner shall comply with all applicable development, fire, building, and other Village Codes and regulations. Goals I. �5 [:.3uk",�k ��ZedeVreoIlf)iir"iieiii "i".,., Public Content Several concerns were raised by neighboring residents at the February 20 Village Board meeting related to thc proposed Mount Prospect Pointe commercial development project at 801 E. Rand Road. These concerns related to thc proposed Henry Street right -in access, the style of fencing along the west property line, potential noise nuisances from the AAA automotive repair use and the installation of the traffic signal on Rand Road. Since that meeting, staff and the petitioner met to discuss and address each of the issues. The proposed resolutions to each of these issues is detailed below: Henry Street access: The Village"s Engineering Division designed a modified Henry Street profile (exhibit B) that would further limit the ability for east bound traffic to turn into the site. The redesign increases the turning radius of the access drive and calls for the installation of a non -mountable median on Henry Street that eliminates all left turn movements. Staff is confident that these additional modifications would further discourage any potential cut -through traffic in the surrounding neighborhood. Fencing along west property line: The petitioner has agreed to submit a fence plan for review and approval by thf, Village Manager prior to obtaining a certificate of occupancy of the project. https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/21/2018 BoardDocs® Pro Page 3 of 5 AAA noise concerns: Staff is proposing to add another condition to the PUD ordinance that clearly states that all automotive repair work shall be conducted in enclosed buildings with all doors on such buildings being shut and closed while automobile repair work is occurring, including garage doors. Rand Road traffic signal: Staff is proposing that condition #1 be modified to require the petitioner to pursue, not necessarily obtain, IDOT approval for the traffic signal on Rand Road. While the Village and the petitioner agree that the traffic signal would benefit the project, we do not want to condition the approval of the project on an IDOT determination. The traffic stusupplied • the petitioner thatthe proposed • . • OT warrants for signal. In addition, staff is recommending adding a condition that the petitioner hold a neighbor meeting 6 months after thC issuance of . " of occupancy f•' project to provide . forum to discuss any r ' ! to the project. Listed below are the conditions. rff is recommending for the final PUD • • 1. The Petitioner shall use all efforts to pursue, obtain and install a traffic signal on Rand Road through the IDOT permitting process, and the Petitioner shall pay all costs associated with the design, permitting and installation thereof; . 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; . The Petitioner shall install a 10' wide shared use path along the Rand Road frontage and provide any necessary easements to locate the shared use path; 4. Prior to obtaining the first Certificate of Occupancy, the Petitioner shall submit owner's association documents for staff review and approval. The document shall address long-term site maintenance, including snow removal and paving; . The Petitioner shall submit a fence plan prior to issuance of a building permit„ subject to approval and modification by the Village Manager; 6. Automobile repair work on the Subject Property shall only be conducted in enclosed buildings with all doors on such buildings being shut and closed while automobile repair work is occurring, including garage doors; 7. Development of the Subject Property shall be in general conformance with the plans prepared by Greenberg Farrow, dated January 12, 2018, except that the plans shall be modified by Petitioner as directed by Village staff, and as depicted in Exhibit "B," attached hereto and made a part hereof, to allow for access from Henry Street to the Subject Property only by vehicles traveling west on Henry Street by making a right turn into the Subject Property, to prohibit access from Henry Street to the Subject Property by vehicles traveling east on Henry Street, and 'toIprohibit I r t timeIthe north and south side Ilenry Street Ill et eein 1:::::::::dward Street and .1,40" east with such signage s Village staff directs in relation thereto 8. The Petitioner shall hold a neighborhood meeting six (6) months after three of the four certificate of occupancies have been issued for the improvements approved herein to discuss compliance with Village Codes, other laws, regulations and this Ordinance, by the tenants and users of the Subject Property, and their performance, which meeting shall be scheduled and held in consultation with Village staff; and . The Subject Property and the Petitioner shall comply with all applicable development, fire, building, and other Village Codes and regulations. r. ToA••• i. A Plat of •• • for • Prospect Pointel iii. 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 conditions in the attached ordinance: Action 2. • of - Board. RecommendationStaff 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 E,:oning map amendment, plat of • • •' and conditional use forr final planned unit development recommended • # • https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/21/2018 BoardDocs® Pro S e e d w a g o in e e ��i . . . . ... d �f �5 8 8 K AAA Sig�nage, &nd �-:)df K[:.13) I "exas Iii ii &nd 1 -) III &ns I -:)df ('12.1129".11. K[:.1:3) 0 1 vey.��-:'Xtf (2 7 9'.1.1. K a in 4 K [:3) .. .. .. .. .. . 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Page 4 of 5 I &nd Sigina�� I�ZeIII,foii IIowry�, ec"�..'-, 0 1��-)6kia-�.:-e [)eve��o�� t�n&a-�-- kin 0 2 0 ".11. 8 �-:)df 06 K[:.3) 112 IIIZ ".11. 8 iii lii iii III IIIIS [:.1Ill,,, iii IICI; IIIIe itr' III :::::eb 20 20".11.��f K[13) ii iii -) III &n )df (6 02 K[:.13) atn&nded 1Ind ieadIkng .III -)df (25 K[:.13) Administrative Content Executive Content Motion & Voting 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 use all efforts to pursue, obtain and install a traffic signal on Rand Road through the IDOT permitting process, and the Petitioner shall pay all costs associated with the design, permitting and installation thereof; 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. The Petitioner shall install a 10" wide shared use path along the Rand Road frontage and provide any necessary easements to locate the shared use path; D. Prior to obtaining the first Certificate of Occupancy, the Petitioner shall submit owner"s association documents for staff review and approval. The document shall address long-term site maintenance, including snow removal and paving; E. The Petitioner shall submit a fence plan prior to issuance of a building permit,, subject to approval and modification https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/21/2018 BoardDocs® Pro Page 5 of 5 by the Village Manager; F. Automobile repair work on the Subject Property shall only be conducted in enclosed buildings with all doors on such buildings being shut and closed while automobile repair work is occurring, including garage doors; G. Development of the Subject Property shall be in general conformance with the plans prepared by Green bergFarrow, dated January 12, 2018, except that the plans shall be modified by Petitioner as directed by Village staff, and as depicted in Exhibit "B," attached hereto and made a part hereof, to allow for access from Henry Street to the Subject Property only by vehicles traveling west on Henry Street by making a right turn into the Subject Property, and to prohibit access from Henry Street to the Subject Property by vehicles traveling east on Henry Street, and to prohibit parking at all times along the north and south side of Henry Street between Edward Street and 140 east. with such signage as Village staff directs in relation thereto; H. The Petitioner shall hold a neighborhood meeting six (6) months after three of the four certificate of occupancies have been issued for the improvements approved herein to discuss compliance with Village Codes, other laws, regulations and this Ordinance, by the tenants and users of the Subject Property, and their performance, which meeting shall be scheduled and held in consultation with Village staff; and I. The Subject Property and the Petitioner shall comply with all applicable development, fire, building, and other Village Codes and regulations. Motion by Richard Rogers, second by Michael Zadl. Final Resolution: Motion Carries Yea: William Grossi, Eleni Hatzis, Paul Hoefert, Richard Rogers, Colleen Saccotelli, Michael Zadel https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 6/21/2018 *-WAGON 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: 802 Leo Viand Road e HenrV 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 a Chicago, Illinois 60654 www.speedwagonproperties.com ♦' .WAGON 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. consideration. 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RAND ROAD O SURVEYING LTD ®re — reg: Q szET� surzvexs.lo� W—EH Ycno\sTneTNc GREENBERG FARROW ARCHITECTS sbelaw. $ a.�1sla�azasFm eax16'1a�axilan'enwu<eaa.��c1sF>e N<c, sn�mxlo xr91.u, La.,m,xE xx"wm�"rex" nxFs. . xF xs x "" Cell ere ?" `;( O � olaulrv� rvu111re szas ass f0 492 2�xs �J �J S s \ JS � o s� SCJ o �J \ I) 571.20'(M) XCEPTION IF ,axu re uxc o-.a"m Iv C\ "u� T . T sae """"ocuusxTxuuesv ��s��"eRDFITI11oeu1 T n �1a elocrc esocl a +J asocrc rz 1 "ocuusM xuuesc�azasss " oacuuvn rvu11w �naE F " HE 101 F�II LEGEND m�0 � ro vacs 1TTII.TTY CONTACLS m s os Ms ABBREDIATIONS sssusx.s v r s "r oin.xcs 4„„ FFso wlrex 1[reroreum Iry lnrecn �1 1wT. "n" s anss" ox R-1 11TRIL 1-11 To RF_ I THE `°o"'a, GNH 1 PPP0N1MP ° xx - e »n1111oa,E11x n,111n .111.1 xF1F1F. ,xF 1FI1 o ,msrxws x.xx",E rewx, ", e�e�xH s,.1F eswss, ,ere ,rewERE,E F.c„Fs TxF xFere""I lllreFa uE” To on,s s sxuvm o,. _ Lso: LEGEND ,n 1o1rv1-1. 1wL1- Pa_F &S'dNcr,^a4Ew't.F!`F _ :�,. aE, cuxs,reum ox ore reFP.ree OF P"reece11111111 cre soewux ".rz of KI T1[ or Tn[ sureuEv. F 1F w HFID DIT -11- —11— HE TxF e n !AIel a va —1 �_�wc uaxss a loss'av'n"� TreuFc (BASt wlutsl s o-Tnwxo c., \amn \ 1 s\11 PA CC11 IF 11— El HH111ED E� E.EK III P1 F \ m� c0�1 Til✓ -(FT sv�s�xc m,�aure 111TI,111 STATEM ' o 801 E. RAND ROAD O SURVEYING LTD ®re — reg: Q szET� surzvexs.lo� W—EH Ycno\sTneTNc GREENBERG FARROW ARCHITECTS sbelaw. $ a.�1sla�azasFm eax16'1a�axilan'enwu<eaa.��c1sF>e N<c, sn�mxlo xr91.u, La.,m,xE xx"wm�"rex" nxFs. . xF xs x "" Cell ere o � SLH9.LIHH2Ib' d102RId3 xJ2IHHIdHHiIxJ 'wxan _ o � o e a w�» � au�.xx�avaooa�.. saanans vaa �� w o Id El 108 �a�x01� �NIA3Abfl5 F� �o�Q�� IoBSS`vdWO� N N = _ � 6 ss&k ¢0) i d as 2a %Q Wi � n i gs a c� i a R° sn trm BZ ° '` av �e 6� .°awa/YN 4 _ °z ,e W e — �e e m a ° P° ---- ———.------- — --- — e-- ---- — — z - -a � S,LJH.LIH32N M02RId3 DHH8NHH2I�HHUD J _ o _ w J a—v s�W,�a s.�asou-aw Ull DNIMA-m Qd02i QNd2I .H 108 J J C1 SSVd I \ OD M i � a / r s>y des 5 a 4 N. ALBERT �_ s� /r\ � i� �,.. a .sums °•� r S�/ so V"wtln n G a � F g U n � \ b &d m� STREET �e ° r � aa. `d0 ° sc " s s F � & s� ° la 0 El s b�l JI z g 60f0E 1^J b�md owaa[�snn�wwv.-mwa a[ociee lao)arva m�SuzeN®)-�moaa s xa ix3'd mozaiv39Id—E all DN7�I'A3nansx3�aas =U Qd02I QNd2I "H l08 ® SS Y J WOD ,7 Cl Y Y � Y u - z �8 / g, Q an a - , 4 O Eae ml m= s=m =a mrn ° ° T o.d ° W IS C z e; a N z=, V. The Auito Club 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 "'I" O : CLUB 0 rRAVIE,L AGENCY * INSURANCE AGENCY * FINANCIAL SERVICES, 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. 1 L Zoning Map 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/office land uses are compatible with its location in the Rand Road corridor, wherein a mix 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-1 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 immediate general 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; ` Rand Road Corridor Plan, Vill. of Mount Prospect, Ill., pg. 7 (February, 2017). 2 Id. at 8. 3 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 Rand 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.6 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.9 The Applicant's proposed zoning classification is inclusive of such commercial activities. 10 See Item No. I(A) above. 5 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).11 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 " A Comprehensive Plan for the Vill. Of Mount Prospect, at 79, 84. 12 Id. at 79. 801 East Rand Road Zoning Map Standards 4 IL 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 he 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 he constructed of high quality and attractive materials. The site will he 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 he injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes proposed. All proposed uses will he 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 he 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 traffic 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 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 he 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) II(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(Q), 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(Q), 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 Project, 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. L 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 he 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 he 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 he 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 he injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes 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 11 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: Zoning District (s): R1 & R2 I. SUBJECT PROPERTY Mount Prospect Property Area: 229,097 Sq. Ft. Parcel Index Number(s) (PIN): 03-35-302-006 & 007 Adjacent Zoning Districts: To the North: ]2 To the South: Rl & R3 To the East: B3 To the West: Rl Adjacent Land Uses: To the North: Multi -Family Residential To the South: Single&Multi-Family Resident To the East: Commercial Singie Yamliy Residentiai To the West: II. ZONING REQUEST(S) (Check all that apply) ® Conditional Use: For PTT-), VPh1 r P PPI a 1 r S Tlri up-Thril TT -P-, ❑ Variation(s): From Chapter 14, Section(s) Rl(SP) & R2(vacated Thayer) B3 x❑ Zoning Map Amendment: Rezone From to ❑ Zoning Text Amendment: Section(s) ® 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 111C '.) iuP. L --L _U /Q -JN, OGLL JQ-Upf )U11 GLUp Texas Roadhouse: M -F 4p-llp, Sat lla-12a, Sun 12p -10p 7 ial g: III. SUMMARY OF REQUESTED ACTION(S) To redevelop existing site located at Rand Road, between Henry and Thayer Streets for coininerctat Rezonin of property to B3•, Conditional use permit for PUD; Conditional use permit for drive-thru fast casual food user • and 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 111C '.) iuP. L --L _U /Q -JN, OGLL JQ-Upf )U11 GLUp Texas Roadhouse: M -F 4p-llp, Sat lla-12a, Sun 12p -10p 7 ial g: IV. APPLICANT (all correspondence will be sent to the applicant) Jonathan Feld (Pp�inMX MOUNT PROSPECT, LLC Name: oao Interest In Property: Owner (e.g. owner, buyer, developer, lessee, architect, attorney, etc...) Address: 400 N. LaSalle Suite 805 Chicago, IL 60654 Work Phone: 847-922-1116 Cell Phone: Same Fax: Email: jon@speedwagonproperties V. PROPERTY OWNER X❑ Check if Same as Applicant Name: Corporation: Address: Work Phone: Cell Phone: Fax: Email: 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 F t I h Lot Coverage: (Overall Impervious) Parking Provided: ee , nc es NA So. Ft. NA Standard NA Accessible VII. PROPOSED SITE INFORMATION Building Size: Sq.Ft. Tenant Space Size: For site proposed Sq.Ft. site in orma ion, Land Use: please reference Building Setbacks: (N)attached zoning r Feet, Inches (S) Feet, Inches (E) Feet, Inches (W) Feet, Inches Lot Coverage: (Overall Impervious) Sq.Ft. Parking Provided: Standard Accessible com I com sm 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 Eik Grove Viiiage, IL 60OUT— Phone: 847-952-9970 Fax: 847-574-8075 3. Engineer Name: GreenbergFarrow / Jeff Rath & Marisa Kolman 21 S. Evergreen Avenue, Suite 20E Jra green erg arrow. coin Address: mall: mlrnl man(drrrPPnl Phone: 224-764-0739 Fax: I com sm 4. Landscape Architect Name: GreenbergFarrow / Sarah Dreier 21 S. Evergreen Avenue, Suite 200 sdreier@greenbergfarrow. Address: A-rlingt-nn Ri-ight-Sl TT, Annnr, Email: Phone: 224-310-9239 Fax: 5. Surveyor Name: Compass Surveying LTD Address: 2631 Ginger Woods Parkway, Suite 100 Aearera, 1L 69502 Email: dwalter@clsurveying.com Phone: 630-820-9100 Fax: 630-820-7030 6. Attorney Name: Dykema / Andrew Scott Address: 10 S. Wacker Drive, Suite 2300 Email: apscott@@dykema.com ehicage, 1h 60606 Phone: 312-627-8325 Fax: 866-950-3678 In consideration of the information contained in this petition as well as all supporting documentation, it is requested that approval be given to this request. The applicant is the owner or authorized representative of the owner of the property. The petitioner and the owner of the property grant employees of the Village of Mount Prospect and their agent's permission to enter on the property during reasonable hours for visual inspection of the subject property. I hereby affirm that all information provided herein and in all materials submitted in association with this application are true and accurate to f k ledge. Applicant: X�=OZXL Date: kJ ature) i (Print Name) If applicant is not property owner: I hereby designate the applicant to act as my agent for the purpose of seeking the zoning request(s) described in this application and the associated supporting material. Property Owner: (Signature) (Print Name) E* Date: Affidavit of Ownership COUNTY OF COOK STATE OF ILLINOIS J01 Sa A under oath, state that I am (print name) ❑ the sole owner of the property n an owner of the property RI an authorized officer for the owner of the property commonly described as 801 East Rand Road, Mount Prospect, IL, (property address and PIN) 03-35-302-007; 03-35-302-006 and that such property is owned by SPEED-GMX MOUNT PROSPECT, LLC (print name) Z Subscribed and sworn to before me this day of 9�— Notary Public 11 as of this date. 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PGJO� fl 3 Via$_€t� i$fff0`" LU w O p W 8� I I S HIM LU g Pal 11 H U' m z w w LU a w O Z � a t5 a� 9_ JE: H LU 0 0 0 0 m m 4 FOR 4 e �M ; e � Ing lip �k. Ir G o w z 2 12 LU fA gee se r em 4iou X11 1 !1 1 1 1g � . !;iloll ill j1p 0 111 � IL, gs = Z 9 e�yNgi�g Id I MIR RIM 11 0.4 1 .211 g 'i i �� k� 0 .1 . u M11 JimCL 1JER � � � .12 m z z w w a w O Z � a t5 N JE: H LU 0 0 0 0 m m 4 FOR 4 e �M ; e � Ing lip �k. Ir G o w z 2 12 LU fA gee se r em 4iou X11 1 !1 1 1 1g � . !;iloll ill j1p 0 111 � IL, gs = Z 9 e�yNgi�g Id I MIR RIM 11 0.4 1 .211 g 'i i �� k� 0 .1 . u M11 JimCL 1JER � � � .12 FINAL PLAT OF SUBDIVISION P.I.N. 03-35-302-006 OF, P.I.N.03-35-302-007 801 E. RAND ROAD PROSPECNOIS MOUNT PROSPECT POINTE MOUNT GRAPHIC T. SCALE0056 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. TEETTA RIMSION DOCU TMENT SET 7/eOSENT NUMBER 0 }0305618 \ E I P.O.B. DOT DEDICATION sET oDND Mc.O.S 7 .9B s..THEASTERL of a " . DI . P. HEREBY EGRANTED \ ILL U IU TRUE CORNER ON LINE EXTENDED 589'52'22'E 150.37 (HELD) � FOUND 1" OLITE P. 33 NORTH \ & 100.07 NORTHEASTERLY MOT MPROAFD) L III RI HV V ACATI TJ -� n NA L _ I I e \.xE Nonx �x� or.xE 5 E sm/r z-��/ \ 595303 (R) If /EXE,I'IION f q 180 o'(R) FOUND CROs 64.07SOUTH`A \ OF y� 1 X NI (HELD FAsr-w[sT) ly- FOUND CROSS 20' WEST OF \ ml \ (HELD) ON LINE E TENDED A 110' "I r I I I \ I I \ U1 \ ? \ RCREav ION TR EASEMENT \ FourvD cRoss OS GRAN 2 WEST OF LINE I \ y JI \ o I 2 0l ao LAND H REav DED CITED GRANTED AND 7/e' 0 ILLINOIS TDEPARTMENTPOF PTRANSPORTATIONE 0 F LOU 5 T 7/' 0.12 WEST OF LINE OED.I. P. I I ham\ \ I I I \ I I h 2� �.I DOCUMENT NUMBER 92461 456 o3 T of NE LPG yd\ �] ETER \\\ / \ y �I FULL ACCESS AA _ SET 7/8 FRANK SE RAFINE'S FIADDITION " O. D.I.P.\\!.s DOCUMENT NUMBERR 5 18748S6 w N60'01'19' \ BLOCK 2 m a 1200' \ 10.52'"FOUND CROSS \ `Y oWESTOF LINE 98 21I SET 7/8' 0 I P. 5\ 44 �\ m I I r \ 4c� n mil I \ Z aAl \ m LOT 1 IN TRAI EASEMENT HE \\ IHEREBY GRANTED \ \ \ I I WEST of LINE 9 \ e 'I RIGHT IN -RIGHT o I D Tse" 0 o.Os WE of LINE a 5 IFOUND CROSS 1 17 I i9J� ?C w[sT of LINE al a d\ \ \ T of I �I I 110' I I I til\\ I I I I \ o,l tF-\ \ 0 N_ s _A sN uTlury EASEMENT T111 GRANTED s�>\ 160.0'(R) N89'S3'42"W 571.20' 2 FOUND CROSS2.D' WEST E EXCEPTTON 122 EXTENDED F aN uI4E� _ ME _ ?N _ _ _ _ ��F UND C ROSS 2 F SOUTH TRUE c NER oN LINE Ex TENDED TRUIF E NER ON UNE EXTENDED (HELD) OR (HELD) DR K /FPANK /FIANK c E /FIADNOK SERAFINES FEEL ADD6 cu 17531 OB UMENT NNUK B2P175 1081TION Q P ery CU 1 sE , ti BLOCK 4 1 pF� �e aLocl< ANK SE1AFINE1S THIRD ADDITION DOCUMENT NUMBER 1774921 2 00 2 2 .a 2 e 0 AT, 0 A ACCLSS NO'TL: THERE SHALL BE WE RIGHT IN -RIGHT OUT AND ONE FULL IEND TAX BILL T0. VFHICULAR ACCESS DR—Y FROM U.S. ROUTE 12 (RANO ROAD) ABERLVTATONS LLE. SUITE 805 CHICAGO, IF 0554 fajP REcoeo eenawc oeRDisinNcePE AREA SUMMARY D-6370 AcsIMILE NS:ONE No CZOW) 20 -1327 X 11e (> I.HGF:VO (C) NCE I.INF I.E(iHND GROSS 229.097 SQUARE FEET OR 5.259 ACRES (DD) DE T Tse" O. D.I.P. = LINE UNLES OTHERWISE NOTED DEDICATION 3.446 SQUARE FEET OR 0.079 ACRES RFULL, EASEMENT.O.W. ADIAIENT AND PARCEL UNE NET AREA 225,651 SQUARE FEET OR 5.180 ACRES AFTER RECOORDING RETURN P.U. - AND MONUMENT UNLESS SE OCROSTHERWISE NOTED EAEMENT— LINE cI: LINE AD FORT 0 EG NNBIT LD NO (BASED ON MEASURED VALUES) cCPDERS P.X 324 EASEMENT E NOTED SECT ON E TON LINE a \Pmn*n\eai�PRwFc*s\�� oosa\i�.00ca-oe\�Tooso-oscorvmuon�iory owc _ O COMPASS SURVEYING LTD PEROTAT cAT nrSL4LE ENI ws E L FINAL PLAT OF SU3DTVTSTON TF. N - OREENBERG FARROW ARCHITECTS �� Nn s w oo Call Hem RECREATION TRAIL EASEMENT PROVISIONS NTED IS TIE VILLAGE OF MOUNT PROS. ECTEIITS HEARSE SUCCESSORS AND ASSIGNSI 11 111 AND AARE A All AREAS HEREON 11AIIEX AND DESIGNATED BECROXION 'FAIL EASE.ENI TO, REPAIR, REPLACE AND MAIN 'AN IT E A E CC E A ION TRAIL , FIT N 'IT , "HET'G, EAIEMENI AREA, IIIENFEI 1111 TIE 1111 IF AIXEII FOR 'HE NECESSARI WITH THE RICH' NON -MOTORIZED VEHICULAR TRAFFIC. THE RIGHT IS ALSO GRANTED TO CUT DOWN. PLACED IN SAID EASM INIIEERAIT THE SAM' MAY BE USED FOP DRV`WAS THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS OWNER'S CERTIFICATE STATE of COUNTY OF ) 55 SUPAEIED AND PLATTED A, NDATED HEREON F Up THE USES AND PURPOSES =WLEDA1`S`pATHF AASD.APLTLSIID AND PROVIDED BI STATUTE AND HEREBI THE SAME UNDER THE STYLE AND TITLE AFORESAID ANDLI WITHN T IIT 1 T GCT(S) BELIEF, SAID suaolvlsoN uEs ENTIP NOTARY'S CERTIFICATE STATE of ) S COUNTY of _ ) I, A NOTARY PUBLIC IN AND FOR SAID COUNT' AND STATE AFORESAID, DO HEREBI CERTICI THAT BASE PERSON WHOSE TO THE F.RDIONG 0-11 C11TEGATI AS SUCH APPEARED BEFORE ME THIS DAI IN PEPECON-ANDIACKEPSOLEDGECTUATIFIEEFSHE SIGNED AND DELIVERED THE SAID INSTRUMENT AS THEIR OWN FREE AND VOLUNTARY ACT. FOR THE USES AND PURPOSES THEREIN SET FORTH GIVEN UNDER MI HAND AND NOTAPIAL SEAL THIS DAI OF - . 20 - COMCAST EASEMENT PROVISIONS CO�LU(ICVRE'AS EMEN TIE 1ANTAN AND DOE ALTE, ADD To PEPSI, P E(HEREINAFTER REFERRED 10 AS THE COMMANI G) TM o S ANDI' THE EA T ANY TIME AND FROM TIME TO TIME DURING THE TERM OF THIS EASEMENT. IRAN To I AIPEES F AN TSELF AND I A SUCCESSORS AND ASSIGNS THAT THE THE GRANTEE EXCEPT AS SET FORTH HEREIN 111—ATING, NILIDNI III NIT LMTED TO THE FILLAWINS, BACKFILL ANY T,EN,H DEC BE CONCRETE ANN APHALT .. FACE, I EXCESS FEARS. MAINTAIN AREA IN A GENEPALLI CLEAN AND WORKMALI CONDITION VII.1..4GF. COI.I.FCTOR C,FRTIFICATF. STATE of ILLINOIS )SS COUNTY OF COOK ) FINAL PLAT OF SUBDIVISION OF MOUNT PROSPECT POINTE PART OF THE NEST 1/2 OF THE SOURINEST 1/4 OF SECPON 35 TOWNSHIP 42 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. I.D.O.T. SIGNATURE IEIAITNENT OF TIBNIICITATICN GI I IT BE_ OF TC "12 A DEBT 'ED " THE 'WINE' OF THE .. PET' A PLAN I YAT� FAIL 11 IN BOARD OF TRUSTEES CERTIFICATE IT 1H CA" w1u BE REou1RED ev THE DEPARTMENT. STATE STATE OF ILLINOIS) Date )SS COUNTY OF LOOK) P E DEM -NN' LIATE71" APPROVED BI EVILLAGE PRESIDENT PROSPECT. COOK COUNTY,ILLIINOIS,THIS N OF THE - DAY OF BOARD OF TRUSTEES = VILLAGE OF MOUNT 0 SIGNED, PRVILLAGEESIDENT PLANTING ZONING COMIVRSSION CERTIFICATE L.ASLMEN'I PROVISIONS AN EA I. CONSTRUCT, IEIA I E. REPAIR MAINTAIN, POPE" 1E11N1T11ftG1,ESPLACE I ME I ME PILES SUPPLEMENT RELOCATE AND OEM GAP LES CABINETS ORA OTHER FACILIGANDTS ITIESHUSED INR CONNECTION WITHEOVERHEAD ANDENT LINES'OF THE PROPERTI SHOWN WITHIN THE 6ASHED OR DOTTED (OR DESONA FINE I EA'?(OR ECLARATION OF CONDONUDES G N ONS THE THE D/ORPLAT AND DTHE PROPERTY DESIGNATED ON THE PLATASHICOMMONAAREA OR AREAS'; AND THE PROPERTY DE' I NATED ON THE PLAT FOR STREETS AND ALLEII, WHETHER CONNECTIONS OVER 0, UNDER THE SURFACE OF EACH LOT AND .. MG N RIA oR AREAS TO SERVE IMPROVEMENTS THEREON. OR ON ADJACENT LOTS. AND COMMON AREA 0 MAY BE REASONABLY PEGUIPED INCIDENT TO THE RIGHTS HEREIN GIVEN, AND 'HE BOTH I ENTER IRON THE I11DVAED PMGPEITI FOR ALL SUCH PURPOSE' OBSTRUCTIONS SHALL N OF BE PLACED OVER GRANTEES ES (ORE PON OR OVER THE ON)OPERTI WITHIN THE DASHED 01 DOTTED M T, EN (OR ON) WITHOUT GRANTEES AFTER INSTALLATION OF AN' SUCH FACILITIES, THE GRADE THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE ITH THE PROPER OPERATOR AN D MANTENANCE THEREOF THE FEE M CC M SAN ELEMENTS SHALL HAVE THE MEANING SET FORTH 2, AMENDED FR OM TIMEN THE �TO TIME, SUCHPROPERTv ACT, CHAPTER 165 ILLS 605/2,R AS THE TERM GO SIX OF REAL FROPERTI, THE BENEFCAL ISE AND ENCOIMENT OF WH ICH A RESERVED N WHILE OR A' AN APPOPHINIINT TV THE SEPARATELI OWNED LOTS, PARCELS DESENATED DN THE PLAT BI TERMS SUCH A C. THEN SO TERM COMMONNAREAACOMMOR AREAS ANDU'COMMONRELEMENTSINCLUDE IND EALEA DEAL PI.PEITI PHII CALL' OCCUPIED BI A BUILD NX. 1E110E BUSINESS DISTRICT 0 A POOL, RET NTION POND 11 MECHANIAL E SO ENT RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER. UPON WRITTEN REQUEST. N1COR HSI N1EN'F PROVISIONS Ns (01 As',)EODINE GAS TRANSMISSION AND MANTAN, REPAIR, RDISTRIBU71ON OFEPLACE AND MNATURAL GAS IN, OVERFACILITIES USED . UNDER,CACROSI. TION SION THE LONG AND PIN 'HE SURFACE OF I' ' N PLAT MARKED CONDOM N KIM AND /OR OBSTRUCTIONS,RIGHT TO INSTALL PEOURES SERVICE CONNECTIONS OVER OR UNDER THE SURFACE 0 EACH LOT AND COMMON AREA OF AREAS TO SERVE IMPROVEMENTS THEREON, OF ON ADACENT LOT' AND COMMON AREA OF AREAS AND TV 'FREEOTHER INCLUDING BUT NOT LIMITED TO. TREES. BUSHES. ROOTS AND FENCES, AS MAY BE IDENTIFIEDENTE , p ON THE POPFT, To, ALL SUCH PURPOSES BEST BE PLACED OVER NI -CAS FACILITIES OR IN. UPON OR OVER THE PROPERTY WTHOU I THE p OR ,F TIN CONSENTOFNNI GAS. RAFTER INSTALLATIONTHIS FOP JUILITIOOF SANY SUCH FACILIRTIIES. THE GRADE THE CIG I SHALL N AT BE A LTEIED IN A MANNER IX AS TO INTERFERE CSTH THE PROPER OPERATI ON AN A MA NTE NANCE THEREOF THE TERM "COMMON ELEMENTS' SHALL HAVE THAT MEANING SET FORTH FOR SUCH TERM IN SECTION 605/2(E) OF THE "CONDOMINIUM PROPERTY ACT" (ILLINOIS COMPILED STATUTES CH. 765. SEC. 605/2(E), AS AMENDED FROM TIME TO TIME.E I PM C'MM" ARE A C' AREAS 11 DEFINED Al A L I PARCEL 01 AREA OFDEAL PLC"E'T' NCLIDNA IF AT PIDPEITI SURFACED WITH NTE 01 GIVEODCSWHOLE A A AN APPURTENANCE To TH E 'EPA'ATEL' OWNED LOT' PANELT OFAREAS WTHN THE P-PEITI EVEN THOUGH SUCH AREAS MAI BE DESINATED ONTHIS PLAT 91 OTHER TERMS I IT PUBLIC UI'IUI'Y AND DRAINAGE LASEML.N'I' PROVISIONS NTDED'INO"TEIE'NVDLL'�T FETCH D /oR MOUNT PROSPECT IND TV THOSE P"L' 'TLT' "'P'N" OPERATING UNDER TO &T/ SBC/ AM CAND THE, SUCCE SIOIS AND AS EO (PO TEE) FO ANI AND 101 NTENNET CABLE ONE PE'PET%PECT, MAINTAIN AND OPERATE TGATOYC IS ROCT ALONG UNDER AND THROUGH SAID INDICATED 1AIEM ENT TOGETHER WITH RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND Ell PMENT TO DO AN' IF TH E ABOVE WORK THE I 1HT I ALSO GRANTED TO TO BE PERFORMED AN' OF SAD WORK SHALL 1EA1ONAGLI IEITOIE IICH AIEAI BUILD NO, WHAL� PLACED IN 'AD AME MAI CGE OED FOP GARDENS. SHR U BS. ELANDSCAPING AND 07HERE PURPOSES NTS GOT STHAT DO NOT THEN OR LATE' N EFEE WTH THE AFORESAID USE' OF "ITT' SHALL NOT BE CHANGED WITHN THE EASEMENT PIEMIS�SEWLETVHAD'UON'HE"-"TADENE' APPROVAL OF THE VILLAGE OF MOUNT PROSPECT ITS SUCCESSORS OR ASSIGNS I.. S. ROUTE 12 (RAND ROAD) DEDICATION THAT PART OF THE WE RANGE FAST/OFTHF THIRD PRINCPSOUTHWESTA� MERIDIAN. DESCRIBED AS FOSE CTIO N 35. TOWNSHIP TLOM BEING THE SOUTHWESTERLI RIGHT OF WAI LINE OF FAND FOAD THENCE SOUTH 11 DEGREES. 11 MNITES 11 SECONDS EA SAD A 11THIESTERLI MITUT OF WAY IF SAD 19 SECONDS WESTD AC AD S 2 SO F RIGHTANGLES TO THEN LASTOUTH DESCRIBEDTSAF COURSE A DISTANCE OF 12 AS FEET; ENCE NO TH 21 DEC EES 11 INITES 11 SECOND E W THE SOUTHWESTERLY L BE 0 SAID 'AND ROAD 1 A THENCE NORTH 26 DEGREES, 21 MINUTES, 30 SECONDS COST, 190M FEET TO THE POINT OF BEGINNING, IN COOK YOUNTI, ILLINOIS ILLINOIS DEPARTMENT OF TRANSPORTATION ACCEPTANCE THE PROPOSED DEDICATDN FOR P GET C IT GHWAI PURPOSES TO THE PEOPLE OF THE STATE 0 F LL NO S DEPARTMENT OF TIAN SpGTATAN A HER., A .. PIED VILLAGE ENGINEER CERTIFICATE STATE OF ILLINOIS ) 55 COUNTY OF COOK ) APPROVED BY THE VILLAGE ENGINEER OF THE VILLAGE OF MOUNT PROSPECT. COOK VILLAGE ENGINEER SURVL'YOR'S AI:I'HORIZA I'ION TO RECORD HEREB' DESIGNATE D/OR DR' OF WHICH HAS BEEN RETAINED BI ME TO ASSURE NO CHANGES HAVE BEEN MADE TO SAID PLAT LAND VJRVEIOF CORPORATION NO LICENSE EXPIRES 4/30/20'19 . 184-002118 SURVEYOR'S CERT IFIC'A I']ON NORTHTHAT PART OF THE 1Z2 OF THE SOUTHWEST 1/4 of THE SOUTHWEST 1/4 OF SECT ON 35 TOWNSHIP REAGANNORTH, (exc 203 �0 FEET TNEREOP ANDEXCEPTNO THE NORTN 33OFEETNTHEREOF. AND EST EXCEPTING THE SOUTH 33 FEET THEREOF). IN COOK COUNTY, ILLINOIS TOGETHER WITH T 1 /2 0 T OR /4 0 I NO EAST OF THE EAST LINE WEST 203.00 FEET OF SAID SOWEST OF IAN DUTHWESTAT/4L IN COOK COUNTY, ILLINOIS. OF THE THIS SUBDIVISION IS WITHIN THE VILLAGE OF MOUNT PROSPECT WHICH HAS ADOPTED AN OFF PC 'INA THE 1PECA 1E11 THE STATE OF ILLINOIS ACCXIDNG I. " LO, /UP11, - OFO(E� EREAFTER AMENDED, THIS SITE FALLS WITHIN OTHER AREAS 'ONE DETERMINED TA BE OUT51DE THE — ANNUAL CHANCE IN) AS DEFINED MAE NUMBER _31GO'. 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FYIJCJU!J! QSPQPSUJPOBUF!TIBSF!PG!DPTUT!GPS!FBDI!QBSDFM! Qbsdfm!!Qsp.Sbub!Tibsf!pg!Dptut! Qbsdfm!B Qbsdfm!C Qbsdfm!D Qbsdfm!E \\Efopnjobups!up!cf!tfu!podf!uif!qbsdfmt!bsf!efwfmpqfe^! 36875250:026946/115! FYIJCJU!K! QBSDFM!FYQBOTJPO! 53 36875250:026946/115! 1 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 Beattiemade a motion seconded by Commissioner Szymczakto 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 2 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, th 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 3 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 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. 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 6 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, th dated January 12, 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 $¤ ± 0« ¨¦ £ :®¨¦ #®¬¬¨²²¨®- ) ¬ §®¬¤®¶¤± ® %£¶ ±£ 3³ȁ 4§¤ ¬ ¨ ³³± ¢³¨® ¨² ³§¤ ¯¤ ¢¤¥´« ±¤²¨£¤³¨ « ¤¨¦§¡®±§®®£ ¶¨³§ «®µ¤«¸ ¯ ±ª Ε ¡«®¢ª² ¶ ¸ȁ 7¤ ³³¤£¤£ ³§¤ 4®¶ ( «« -¤¤³¨¦ £ ² ¶ ³§¤ ¯« ² ¥®± ³§¤ ¤³± ¢¤ȝ¤·¨³ ¥±®¬ ³§¤ ²§®¯¯¨¦ ®³® (¤±¸ 3³±¤¤³ȁ ) § µ¤ ® ¨²²´¤² ¶¨³§ ¶§ ³ ¨² ¡¤¨¦ ¡´¨«³ ©´²³ ¶¨³§ ³§¤ ¤³± ¢¤ȝ¤·¨³ ®³® (¤±¸ 3³±¤¤³ȁ 4§¨² ¶®´«£ ¡¤ £¨² ²³±®´² ³® ®´± ¤¨¦§¡®±§®®£ȁ )³ ¶®´«£ b±¨¦ ® °´ £±´¯«¤ ³± ¥¥¨¢ ¨¥ ®³ ¬®±¤ ³§ ³§ ³ȁ )³ ¶¨«« ¡¤ ´²¤£ ² ͗¢´³ ³§±®´¦§͗ ³® µ®¨£ ³§¤ ³± ¥¥¨¢ «¨¦§³² ®³ ´²¤£ ΔΓΓ ¯¤±¢¤³ ¡¸ ©´²³ ³§¤ ¯ ³±®² ®¥ ³§¤ ¤¶ ²§®¯¯¨¦ ¢¤³¤±ȁ ! ¤·¨³ȝ¤³± ¢¤ ®¥¥ ®¥ 2 £ 2® £ ®«¸ ²§®´«£ ¡¤ ¯¤±¥¤¢³«¸ ¡«¤ ³® § £«¤ ³§¤ ¯ ³±®²ȁ 4§¨² ¤¨¦§¡®±§®®£ ¨² ®³ §¤ µ¸ ³± ¥¥¨¢ ±¤ ǉ ¶¨³§ ³§¤ ¯ ±ª ³¶® ¡«®¢ª² ¶ ¸ ²§®´«£͖³ ¡¤ȁ 4§¨² ¨² ®¤ ®¥ ³§¤ ¬ ¨ ±¤ ²®² ) «¨µ¤ §¤±¤ȁ 4§¤ ¤¤£ ¥®± ¤·¨³ȝ¤³± ¢¤ ®³® (¤±¸ 3³±¤¤³ ¨² ®³ ¤¤£¤£Ǿ ¨³ ¶®´«£ £± ²³¨¢ ««¸ ¢§ ¦¤ ³§¤ neighborh®®£ ³± ¥¥¨¢ ¬®¦ ®³§¤± ¨²²´¤²ȁ 4§¤ ¢®¬¬¤±¢¨ « ³± ¥¥¨¢ ¢ ¡¤ § £«¤£ ¯¤±¥¤¢³«¸ ¶¨³§ ³§¤ ¤·¨³ȝ¤³± ¢¤ ® 2 £ 2® £ ®«¸ȁ ) ¶®´«£ «²® µ¤±¸ ²³±®¦«¸ ²´¦¦¤²³ « ±¦¤ ¡¤±¬ȝ¶ ««ȝ³ «« ¥¤¢¤ ¡¤¨¦ ¡´¨«³ «®¦ (¤±¸ 3³ȁ ³§¨² ¶®´«£ §¤«¯ ³® ¢®³¨´¤ ®´± neighborho®£ ³® ¡¤ ³§¤ ¯¤ ¢¤¥´« ±¤ ¨³ ¨² ®¶ȁ ) ª®¶ -®´³ 0±®²¯¤¢³ «¶ ¸² ¢®²¨£¤±² ³§¤ ³§®´¦§³² ǉ ¨³¤±¤²³² ®¥ ³§¤¨± ±¤²¨£¤³²ȁ 3® ¶¤ ±¤ ««¸ §®¯¤ ³§¤ 0« ¨¦ ǉ :®¨¦ #®¬¬¨²²¨® ¶¨«« ¬ ª¤ ³§¤ ±¨¦§³ £¤¢¨²¨®ȁ ) ¶®´«£ «¨ª¤ ³® ² ¸ ¦ ¨ ) ¬ ®³ ¦ ¨²³ ³§¤ £¤µ¤«®¯¬¤³ ©´²³ ³§ ³ ¨³ ¨² £®¤ ¶¨³§ ¨³² ±¤²¨£¤³¨ « ¤¨¦§¡®±² ¨ ¬¨£ȁ ! ¡¤±¬ ǉ ® ¤·¨³ȝ¤³± ¢¤ ®³® (¤±¸ 3³±¤¤³ȁ 4§ ª ¸®´ ¥®± ¸®´± ³¨¬¤ȁ 2¤²¯¤¢³¥´««¸ - +±¨²³ % ³® - %£¶ ±£ 3³±¤¤³ +±¨²³ % ³® ΀ͽ΁ .ȁ 9®±ª 2® £ "¤²¤µ¨««¤Ǿ ), ΃ͽ;ͽ΃ Ϳͼ͹ȝ΀ͿͿȃ;΂ͻ͹ %·³ ͺͺ͹ ª¤ ³®͜¤¶¨¦ȃ£®§¤±³¸ȁ¢®¬ 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. 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): averages to one crash- 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 seem like a lot to many people, but all lives matter right? I live on Edward street, and although I did not kno 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. ARESOLUTIONAPPROVING 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) vacatesa 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 propertylocated at 801 E. Rand Road attached as Exhibit “A” is hereby approved for appropriate execution and recording. Such Plat and itslegal description are incorporated into and made part of this resolution. SECTION 2:This Resolutionshall be in full force and effect from and after its passage and approval in the manner provided by law. th Passed and Approved this20day of February, 2018 AYES: NAYS: ABSENT: _______________________________ Arlene A. Juracek Mayor ATTEST: ______________ __________________________ Karen M. Agoranos Village Clerk D -WAGON i", v VL 1'\ 1 4 i -,'- MAL Kenig, Lindgren, O'Hare ,ranuary 10, 201T L ij T T 13 I T • L =75 Prepared For: D -WAGON i", v VL 1'\ 1 4 i -,'- MAL Kenig, Lindgren, O'Hare ,ranuary 10, 201T L 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 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. 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 JrALOAX\ • 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. A high -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 AKAL OA14%� Mt Prospect, Illinois 3 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 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 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 Mt Prospect, Illinois 4 JKALOAX\ 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 JKALOWW l49H&WAre F:LpNW4 Si F Hphl.!d St uA!�"Ctr rs 5� z fd a f ec!1l+r'Mf11S rlrrCh G wHrelYw.rbrl €rn—.v Gregory Park Ln,rsr W Thayer St c*' _ Z Christian Life Church a z z c,3 n 5 ve`�r Busse Bark y j 2 �C4 ' z = W GreQpry SEn am � r. z z � F Hurry S7 39 i z p s SITE°°g "'I Ln €—dan _ _ 3 tf1' y = Cardinal Ln u _ z � _ .- ._ wrsiatruasl � ,4A1 ° Menards > [y3 � G E Sinal! Ln 9 z 4o Central Rd Central Rd 3a Central Rd n Central Ad - 6 ` EAd S W Thayer St E Thar. Sl a z z ve`�r Busse Bark J W 1$—V Sl z z Muk Fre � r. z z � F Hurry S7 39 i z p s c �^ LA Fitness 4 4b � z a Ac €€n.!� Therestr TtrrraCa _ _ 3 tf1' 12 r9Ny _ z � _ .- ._ Z S € Grein In Ln 4o Central Rd Central Rd 3a Central Rd n Central Ad 6 ` _ - taksMre lr n n ] ] r6V� r4sr, W-41 in [1! b QMt. Prospect x4 Fcrr:we:an Or o IY F'rerpreen R:vo €EragredH Ave LL1'.grne•n Al+ rr1 r g h rii, y ' H—rd Sl _ Y M�lpurn ,.ve 9 _ a A' y - u1 2. F AUb— Are I q S� _ 3 3 12 • tra - m n w Y{ .y.. Ei L L,nt.aln $t _1 r 3 W Lions Recreation Center " •- WShab—Tral " 1° �- a _ Chippewa Park W ctr.m�d rr�n — - Chippewa 4vfillrIfle School r 1 ,r^ YMCA 4 Site Location Mount Prospect Pointe Retail Development Mt Prospect, Illinois Figure 1 6 KLQA1\ Conceptual Development Plan I Mount Prospect Pointe Retail Development Mt Prospect, Illinois 7 JKALOAX\ / LU \ \ e o z ° !e �\ \ �\ \ }� _ < ex (§ < _ ? F- 10 ,d 7 I. g E g 3 e b \ ) q T- < § \§ } » S ®®` \ ` b , + 4 �~^ J � t y q 133es L e_(33 W «. � � Q G 4 3 133_S sine 3 t a � \! 0 » 3 c) )_ 3 0 _ ) _ Of 33/ LCC U \(/ ch E Q& 2� ;ze§ Lu Lu fJ§ 0LU0Z�` e o±aeoo 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 AKAL OA14%� Mt Prospect, Illinois 9 LU cnQ Q Q z Q ¢ LL 0 �a �Y TPo� a U `Op�01� [q (I) o !Ol66,SdJ�O 'J�( � [Zbl] tEZU �Fg� b [b5f] t69b1 55 S5b !� : 22 avoa B2 "' 103dsoad 1W M� 0 \ CN U LL LL w y � H `o !6itj (.D Z d I' o vA le 1 H )'d0 133 d X d s `\'SO'IQ la3s� w ✓ J 32 ��6 pb�l p 133HIS X309 alitlMa3 `W v+ CL CL 133HIS T 0 iv sino s o < o Y O A V V co iti W C .— a v v } O U O Q U u, m W Z0 O= O� Q w cc U) w d ¢ ¢ K J C N a a D O O' < Q ¢ a � 0 0 0 0 0 0 Table 1 TRAFFIC COUNT SUMMARY - RAND ROAD AND WALMART NORTHERLY ACCESS DRIVE Time 7:00 - 8:00 A.M. Walmart In 48 Access Out 52 Drive •.Total 100 1,028 Rand Road 1,295 2,323 8:00 - 9:00 A.M. 78 59 137 1,045 1,280 2,325 9:00 - 10:00 A.M. 100 74 174 911 971 1,882 10:00 - 11:00 A.M. 103 103 206 845 911 1,756 11:OOA-12:OOP 161 138 299 946 1,027 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 1,016 1,062 2,078 2:00 — 3:00 P.M. 145 152 297 1,043 1,107 2,150 3:00 - 4:00 P.M. 149 147 296 1,147 1,294 2,441 4:00 - 5:00 P.M. 135 162 297 1,302 1,409 2,711 5:00 - 6:00 P.M. 136 177 313 1,456 1,539 2,995 6:00 - 7:00 P.M. 138 145 283 1,245 1,175 2,420 Mount Prospect Pointe Retail Development 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 JKALOAX\ 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, 9t' Edition. Mount Prospect Pointe Retail Development AKAL OA14%� 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 tile 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 AKAL OA14%� Mt Prospect, Illinois 14 Table 2 ESTIMATED DEVELOPMENT -GENERATED PEAK HOUR TRAFFIC VOLUMES ITE Weekday d.Saturday Land- Morning Evening Midday d, Use Peak Hour Peak Hour Peak Hour Daily Code p- out Out • Sit -Down Restaurant 932 7,420 s.f. 40 34 45 27 42 41 832 Car Care Center 942 8,370 s.f. 12 6 15 17 15 17 320 Tile Shop 826 11,990 s.f. 7 4 22 24 28 26 453 Fast Food with D/T 934 3,150 s.f_ 65 — 62 — 53 — 50 — 88 — 85 — 1,483 Total Development Vehicle Trips: 124 106 135 118 173 169 3,088 Mount Prospect Pointe Retail Development AKAL OA14%� Mt Prospect, Illinois 15 LU Q `cn 0 p z O ` W 0 �a �Y TPo� � a sa za W � U JJb / avoa 103dsoaa 1W \ / z 0 F z o LLJU )d� � � 133�9d Q Yb � y6yJ'� 1°� O �• � la3 � �• LLJ -�• Q�IO '1 133a1S !• i OHVM03 WW . _.._._._._._I 133a1S T sinoi s oao o � m � WLu Q= U O N— Q U Y W W z W pl (n Z eb Q 26 (/1 OC S y Z C) w Z Z a-_ O C N d J LU U F o Q W � a o 0 o 0 0 LU Q cn O 0 z Q u ¢ W 0 �a �Y TPo� � a sa za t0 U PO ss �iy LU avoa Z) 103dsoad 1W 0 p\ LL W �♦` Q F W H A� \ W' LU Z k W � H Y z ^ W ♦�� 1 a 760 p yy\ I I la3s�d LLI W Y�d� J'J, bq'1 • �• % I Q W ml 9 ♦^1� ♦ �i nI cn LU 133HIS OHVMa3 � LJJ I � ~ I � � I _._._._._._._._I a 133H.LS T 0 N slnoi s d 0 ' < O < O a a x ¢ o C V V < C7 ¢ d _ m uJ W �n vJ a U U O LL � O a Z w w FLUch OC o O 0 O x S } d_ p C/) I 7 N a J W W O a o�g a a c ¢ ¢ a a 0 0 0 Year 2040 Base (No -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 AKAL OA14%� Mt Prospect, Illinois 18 LU Q cn O Q z Q ti u ¢ LL 0 �a �Y TPo� a z O [ZI al I l66J�( [Zoll (Fil) 55 0/1 -P- b j HOIle U (90G) 690 x 'ge 103dSOHd 1W �!!�2 9! --A U LLS LL Q _ J cl� Z) Fm w 6 y cn Q Z ^ m O V 1 7b0 � 'rydd fid, 5� tib\ y. w ♦ I ♦ �I ��\A$' �♦♦ 1 r 0 \ • 5`O g0�\ I '1 133HIS OHVM03 LU I � I I I � I I L._._._._..__ _, .._._._._._._._I a 133H1S T sino s o 0 D <O N ¢ a x ¢ z v v a c7 •o o 0- m n W p a oE.c 0— � — v v} LL v ¢ w Q N U y� ❑ ¢ � N m 0a Q W Z W ❑ O O 2 F Z �` o F x x}❑ Y< y _ C d w w 0� a IL a U OOY O ¢ ¢ a w a 0O 0O O O `cn LU Q p z O 0 �a �Y TPo� a °rc U [66U (6191105 x �!� 22/j c. B2 — 103dSOHd 1W h Bl R LLJ =O > U LL LL Q F- F- 0 0 W Y U ^ w >�`�o � • I � ta3»ls a �d s s� la3s�d Q e �LA.0 0' 'CO 9' O \tib L'to g9'!?j I�,L`L�\ ♦ s2i f ti ♦ � I c m I s� �, I '1 �'•��\15'L�,p\,O' y0 �5 mss•^ 133HIS auvmc]3 !• \3�p i � W I � ~ I � � I L._._._._.. .._._._._._._._._I a 133HIS T a sinoi s 0 0 0 a _ Q a ¢ Y : .oa)p d .0 V V U O CLW KK ❑ O` N- W 2 S ❑ 0 Q y S S} w F d_ O C (p d w w w w a 0O J a a F 0 ¢ ae O O O 0 O O N 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 21 JKIWORM N N N rn C7) O -- oc •_ l� N l� N l� l� l� l� .-� O \p •-� • Q Q W W D Q QN QN WN WN QM Gly U N U M U M U 01 U 00 N M M N N • ,� M <` Vr `O � 00 u U .--i U Q� N M M N •1 l!1 �!1 Vl l!1 M O� l� l� U N U N Q� U • M 'T It 7t 00 . 00 01 .-� 00 U N O U 00 N Vl N M U 00 N N N N N d00 DD � �O v� l� O `O �O l� • Qa Qa l� M 00 ^� N N N N a. 2 U UD 2 • W w W w W w • / N N M N N O O 00 oc DD N M N • M oc -- 00 00 cfO • oc • d- M • •1 O M 00 ~ Oo . o • • O �n �O N M O N d M O O M 00 ~ - w °O n M °° W `° DD kn Qoc w Q� Q00 wo Qo L1� Q N p M 00 O N O O CD O O� CD d O It O N O Qm `i'woc n Q� `i' QN ^ QI It PLO w w • �' °n °�' aj °n °�' ct °�' art °�' cj w° w" w° w" w° w • M N Table 5 CAPACITY ANALYSES RESULTS — UNSIGNALIZED INTERSECTIONS 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 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 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 Mt Prospect, Illinois 26 N • �c O_ 00 CA M O � • J • u • N N N Vl l\ Q • Q • � M � N N W •1 U • 7t r Q --� N --� M �� N N 1 C) 00 N �/] M 7t Vr I—I 1) M CA CIA a C C cli z Es. Es. Es. W 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, a right -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 1B, 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 1B, 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 • 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 1B 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 Rand Road WM Hour (US 12) Access Proposed Access ACCESS AND RAND ROAD lA' i 2 115 veh US 12 150 veh 7AM 2,325 52 12 No No No No 8AM 1,882 59 16 No No No No 9AM 1,756 74 26 No No No No LOAM 1,973 103 56 No Yes No No 11AM 2,105 138 81 No Yes Yes No 12PM 2,078 167 109 Yes Yes Yes Yes IPM 2,150 177 113 Yes Yes Yes Yes 2PM 2,441 152 117 Yes Yes Yes Yes 3PM 2,711 147 115 No Yes Yes No 4PM 2,995 162 117 Yes Yes Yes Yes 5PM 2,420 177 121 Yes Yes Yes Yes 6PM 2,323 145 98 No Yes Yes No Total Hours Met: 5 9 8 5 Warrant Satisfied: No Yes Yes Yes 'Warrant IA — Eight -Hour Volume; Minimum Vehicular Volume: 600 vehicles minimum on Rand Rd; 150 vehicles minimum on either Walmart/Proposed Access. 2Warrant 1B — 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 30 Table 8 SIGNAL WARRANT —WALMART ACCESS AND RAND ROAD (US 12) Hour 7AM Rand Road (US 12) Northbound 1,028 bo 38 Warrant No Warrant No Warrant 2 No Warrant 3 I veh No 8AM 1,045 58 No No No No 9AM 911 83 No No No No LOAM 845 82 No No No No 11AM 946 133 No Yes Yes No 12PM 994 140 No Yes Yes No IPM 1,016 130 No Yes Yes No 2PM 1,043 117 No Yes Yes No 3PM 1,147 122 No Yes Yes No 4PM 1,302 100 No Yes No No 5PM 1,456 106 No Yes No No 6PM 1,245 106 No Yes No No Total Hours Met: 0 8 5 0 Warrant Satisfied: No Yes Yes No 'Warrant I — Eight -Hour Volume; Minimum Vehicular Volume: 600 vehicles minimum on Rand Rd; 150 vehicles minimum on either Walmart/Proposed Access. Warrant 1B — 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 XL 0A 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. A high -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 Mt Prospect, Illinois 32 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 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. 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. A high -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 Mt Prospect, Illinois 34 • 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 Mt Prospect, Illinois 35 Appendix Site Plan Traffic Count Summary Sheets Level of Service Criteria Capacity Analysis - Capacity Analysis Mount Prospect Pointe Retail Development Mt Prospect, Illinois I� Existing Conditions - Future Conditions KLOAX*%, Mount Prospect Pointe Retail Development Mt Prospect, Illinois I� Site Plan :co d= _ sO M/+ p51^s iiJ:�ea n �d r2 m acv n w6 n v ' G s W qq xq xgxq xgxq xq xgxq kq c c u u c c - - - - - c c - c - c c - c - Q C) i i f D� e g o®o �ozor❑ a / / O a - N. ALBER I :t 00 o � a i o o I I 0\0 V a a , / _.. � -M ® .,. i V ® x 6• 0 '�N. EDW L ® ib 1 .. d d _______ _ ._________ __ _ _ _______________ _ _ _______________ -------- ------------ .I� Q v1 s o€ g hdga �tl QmGGG yg"pk€Y 4g'�issZ 38W igga S o a,§ 122 G` a ..�� sx��g�.N & 4x Gsm ;_- �. s e� E'S zW ¢ems E€-$x6..zask[o€'� o -q m m 6EWU GB�W :. 4«�yy ES ,yGG« G` G`3p `mom No 0 ��.i=G U2. sSE' NEI H �=!�: $G gG.Ws €SO&2. 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Woodward Senior Consultant Kenig, Lindgren, O'Hara and Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, EL 60606 Subject: Rand Road (US 12) @ Central Road IDOT Dear Mr. Woodward: 233 South Wacker Drive Suite 800 Chicago, Illinois 60606 312 454 0400 www cmap 4linois.gov June 21, 2017 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 Rd 24,300 26,200 Rand Rd south of Central Rd 19,200 20,500 Central Rd west of Rand Rd 17,700 19,300 Central Rd east of Rand Rd 12,600 13,700 Traffic projections are developed using existing ADT data provided in the request letter and the results from the March 2017 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2040 socioeconomic projections and assumes the implementation of the GO TO 2040 Comprehensive Regional Plan for the Northeastern Illinois area. If you have any questions, please call me at (312) 386-8806. Sincerely, ;L sk,�— Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Quigley (IDOT) 51AdminGroupslRcstarchAnalysis'.TrafricForecasis- CY20171MountProspecllck-61-171ck-61-17.docx /� 1 Level of Service Criteria Mount Prospect Pointe Retail Development Mt Prospect, Illinois A-21 LEVEL OF SERVICE CRITERIA Mount Prospect Pointe Retail Development Mt Prospect, Illinois A-22 oil Signalized Intersections Average Control Level of Delay Service Interpretation (seconds per A 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. Intersections AverageUnsignalized Level of Service Total Delay 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 oil Capacity Analysis — Existing Conditions Mount Prospect Pointe Retail Development Mt Prospect, Illinois A-23 HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.90 Urban Street US 12 -Rand Rd Analysis Year 2017 1 Analysis Period 1> 7:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect AM Ex.xus Project Description 140264; Mt Prospect, IL i Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 30 923 344 658 31 453 55 0 22 28 18 Signal Information Offset, s 0 Reference Point Cycle, s 90.0 Reference PhaseWOn Uncoordinated No Simult. Gap E/WYellow Green 3.0 3.5 34.7 24.0 0- 14.0 6.8 4.0 0.0 0.0 0.0 0.0 P � 1 5 2 � �� s 3 4 1P. Force Mode Fixed Simult. Gap N/S On Red 0.0 2.0 12.0 12.0 10.0 10.0 Traffic Information EB WB NB SB 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 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 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A7) 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering (n 1.00 1.00 1 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, It 210 0 130 0 130 0 0 0 0 Grade (Pg), % 0 0 1 0 0 Speed Limit, mi/h 40 40 40 40 40 35 35 35 35 35 35 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 (1), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( R�), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green (Gmin), 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 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 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. HCS7T" Streets Version 7.1 Generated: 12/12/2017 3:56:06 PM A-24 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.90 Urban Street US 12 -Rand Rd Analysis Year 2017 1 Analysis Period 1> 7:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect AM Ex.xus Project Description 140264; Mt Prospect, IL i Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 30 923 344 658 31 453 55 0 22 28 18 Signal Information Offset, s 0 Reference Point Cycle, s 90.0 Reference PhaseWOn Uncoordinated No Simult. Gap E/WYellow Force Mode Fixed Simult. Gap N/S On Green Red 3.0 3.5 0.0 Yr 34.7 24.0 O- 14.0 2.0 12.0 6.8 0.0 4.0 0.0 12.0 10.0 0.0 0.0 10.0 1 2 � 3 P � 5 s7 4 1P. 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 ), 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 1 1 1.00 1 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 1026 382 731 34 503 0 56 20 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1874 1585 1738 1610 1767 0 1758 1397 Queue Service Time ( g 5 ), s 0.9 18.4 1 7.9 12.8 1.2 24.0 0.0 2.7 1.2 Cycle Queue Clearance Time ( g ), s 0.9 18.4 7.9 12.8 1.2 24.0 0.0 2.7 1.2 Green Ratio (g/C) 0.44 0.46 0.72 0.39 0.39 0.27 0.08 0.08 Capacity ( c), veh/h 320 1716 1148 1341 621 471 133 105 Volume -to -Capacity Ratio (X) 0.104 0.598 0.333 0.545 0.055 1.068 0.000E42.7 0.190 Back of Queue ( Q ), fUln ( 95 th percentile) 16.7 306.6 92.4 205.9 20.4 656.2 0 22.6 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.7 12.1 3.6 7.9 0.8 25.6 0.0 0.8 Queue Storage Ratio (RQ) (95 th percentile) 0.08 0.00 0.71 0.00 0.16 0.00 0.00 0.00 Uniform Delay (d ), s/veh 15.6 182 4.5 16.5 17.4 33.0 39.0 Incremental Delay ( d 2 ), s/veh 0.1 1.5 0.8 1.6 0.2 60.8 0.0 1.2 Initial Queue Delay ( d 3 ), s/veh 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 40.3 Level of Service (LOS) B B A B B F D Approach Delay, s/veh / LOS 158 B 18.1 B 86.1 F D Intersection Delay, s/veh / LOS 31.1 C Multimodal Results EB WB NB SB Pedestrian LOS Score /LOS 2.3 B 2.3 B 2.9 C 3.0 C Bicycle LOS Score / LOS 1.7 B 1.1 A 1.4 A 0.6 A Copyright © 2017 University of Florida, All Rights Reserved. HCS7TI Streets Version 7.1 Generated: 12/12/2017 3:56:06 PM A-25 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.90 Urban Street US 12 -Rand Rd Analysis Year 2017 1 Analysis Period 1> 7:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect AM Ex.xus Project Description 140264; Mt Prospect, IL i Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 30 923 344 658 31 453 55 0 22 28 18 Signal Information Yr Cycle, s 90.0 Reference PhaseWOn Offset, s 0 Reference Point Green 3.0 34.7 24.0 Uncoordinated No Simult. Gap E/WYellow 3.5 0- 14.0 6.8 0.0 0.0 4.0 0.0 0.0 1 P � 5 2 � 3 �� 6 7 4 8 Force Mode Fixed Simult. Gap N/S I On I Red 0.0 2.0 12.0 12.0 10.0 10.0 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 (fHv9) 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 1.000 1.000 1.000 1.000 1.000 1 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.0001 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fiu) 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 (fir) 0.952 0.000 1.000 1.000 0.952 0.000 0.978 0.978 Right -Turn Adjustment Factor (fRr) 0.000 0.847 0.000 0.847 1.000 1.000 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (fLpb) 1.0001 1.000 11.000 1.000 Right -Turn Ped -Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fz) 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 (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 1 0.50 1 0.50 0.50 1 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 (tL) 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 (ssb), veh/h/In 0 Permitted Effective Green Time (gp), s 36.7 0.0 0.0 0.0 0.0 Permitted Service Time (g„), s 21.9 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s 0.7 Time to First Blockage (gr), s 0.0 0.0 34.7 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (SR), veh/h/In 1585 0 0 Protected Right Effective Green Time (gR), s 24.0 0.0 0.0 Multimodal EB WB NB SB Pedestrian F. l F, 1.557 0.00 1.557 0.00 2.107 0.00 2.224 0.00 Pedestrian Fs l Fdeiay 0.000 0.104 0.000 0.114 0.000 0.159 0.000 0.146 Pedestrian M.mer l Mew Bicycle cb / db 915.77 13.23 771.32 16.98 52.27 150.90 38.47 Bicycle F. / F, 1 -3.64 1.19 -3.64 1 0.63 -3.64 1 0.93 -3.64 1 0.12 Copyright © 2017 University of Florida, All Rights Reserved. HCS7T" Streets Version 7.1 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. HCS711 Streets Version 7.1 Generated: 12/12/2017 3:56:06 PM A-27 HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday PM PHF 0.94 Urban Street US 12 -Rand Rd Analysis Year 2017 Analysis Period 1> 4:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect PM Ex.xus Project Description 140264; Mt Prospect, IL i , `' Demand Information EB WB NB SB 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 1 122 Signal Information Cycle, s 110.0 Reference PhaABeg Offset, s 0 Reference PoiGreen Uncoordinated No Simult. Gap E/Yellow Force Mode Fixed Simult. Gap N/S On Red 6.3 3.5 0.0 43.0 24.0 4.0 14.0 2.0 12.0 152 0.0 4.0 0.0 12.0 10.0 0.0 0.0 10.0 1 2 � 3 5 6 4 1P. Traffic Information EB WB NB SB 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 Nonel None 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 (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A7) 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering (n 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 1 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 1 0 0 Speed Limit, mi/h 40 40 40 40 40 35 35 35 35 35 35 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 (1), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( R�), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green (Gmin), 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 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 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. HCS7T" Streets Version 7.1 Generated: 12/12/2017 3:57:02 PM A-28 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday PM PHF 0.94 Urban Street US 12 -Rand Rd Analysis Year 2017 1 Analysis Period 1> 4:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect PM Ex.xus Project Description 140264; Mt Prospect, IL i Demand Information EB WB NB SB 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 Signal Information Cycle, s 110.0 Reference PhaABeg Offset, s 0 Reference PoiGreen Uncoordinated No Simult. Gap E/Yellow Force Mode Fixed Simult. Gap N/S On Red 6.3 3.5 0.0 43.0 24.0 4.0 14.0 2.0 12.0 152 0.0 4.0 0.0 12.0 10.0 0.0 0.0 10.0 1 2 � 3 4 5 6 7 1P. 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, ( Y+R ), 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 6.1 26.0 14.5 Green Extension Time ( g e ), s 0.2 0.0 0.0 0.0 0.7 Phase Call Probability 1.00 1 1 1 1.00 1 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 ( v), veh/h 117 890 552 1050 111 499 132 215 130 Adjusted Saturation Flow Rate ( s ), veh/h/In 1795 1889 1598 1795 1610 1810 1882 1847 1610 Queue Service Time ( g 5 ), s 4.1 17.6 1 17.5 25.2 4.9 24.0 6.0 12.5 8.3 Cycle Queue Clearance Time ( g ), s 4.1 17.6 17.5 25.2 4.9 24.0 6.0 12.5 8.3 Green Ratio (g/C) 0.47 0.48 0.70 0.39 0.39 0.22 0.22 0.14 0.14 Capacity ( c), veh/h 255 1813 1115 1404 630 395 411 256 223 Volume -to -Capacity Ratio (X) 0.459 0.491 0.495 0.748 0.176 1.264 0.321 0.840 0.582 Back of Queue ( Q ), fUln ( 95 th percentile) 77.6 3042 1234.2 1365.4 86.2 953.6 123.71 1279.8 156.9 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 ( d 2 ), s/veh 1.3 1.0 1.6 3.7 0.6 137.5 0.6 16.5 3.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 1 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 2.7 47.8 Level of Service (LOS) C C A C C F C EE D Approach Delay, s/veh / LOS 16.6 B 25.4 C 149.7 F 57.1 E Intersection Delay, s/veh / LOS 45.9 D Multimodal Results EB WB NB SB Pedestrian LOS Score /LOS 2.3 B 2.3 B 2.9 C 3.0 C Bicycle LOS Score / LOS 1.8 B 1.4 A 1.5 B 1.1 A Copyright © 2017 University of Florida, All Rights Reserved. HCS711 Streets Version 7.1 Generated: 12/12/2017 3:57:02 PM A-29 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday PM PHF 0.94 Urban Street US 12 -Rand Rd Analysis Year 2017 1 Analysis Period 1> 4:45 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect PM Ex.xus Project Description 140264; Mt Prospect, IL i Demand Information EB WB NB SB 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 Signal Information Cycle, s 110.0 Reference PhaABeg Offset, s 0 Reference PoiGreen 6.3 43.0 24.0 Uncoordinated No Simult. Gap E/Yellow 3.5 4.0 14.0 Force Mode Fixed Simult. Gap N/S On I Red 0.0 2.0 12.0 12.0 1 2 � 3 4 152 0.0 0.0 4.0 0.0 0.0 10.0 10.0 5 6 7 8 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 (fHv9) 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 (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 1.000 1.000 1.000 1.000 1.000 1 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.0001 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fiu) 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 (fir) 0.952 0.000 1.000 1.000 0.952 0.000 0.980 0.980 Right -Turn Adjustment Factor (fRr) 0.000 0.847 0.000 0.847 0.999 0.999 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (fLpb) 1.0001 1.000 11.000 1.000 Right -Turn Ped -Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fz) 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 (s), veh/h 1795 3778 1598 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 1 0.22 0.14 0.14 1 0.14 Incremental Delay Factor (k) 0.11 1 0.50 1 0.50 0.50 1 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 (tL) 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 (ssb), veh/h/In 0 Permitted Effective Green Time (gp), s 45.0 0.0 0.0 0.0 0.0 Permitted Service Time (g„), s 17.8 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s 7.5 Time to First Blockage (gr), s 0.0 0.0 43.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (SR), veh/h/In 1598 0 0 Protected Right Effective Green Time (gR), s 24.0 0.0 0.0 Multimodal EB WB NB SB Pedestrian F. l F, 1.557 0.00 1.557 0.00 2.107 0.00 2.224 0.00 Pedestrian Fs l Fdeiay 0.000 0.108 0.000 0.121 0.000 0.166 0.000 0.149 Pedestrian M.mer l Mew Bicycle cb / db 959.54 14.89 782.22 20.39 62.22 276.83 40.83 Bicycle F. / F, 1 -3.64 1.29 -3.64 1 0.96 -3.64 1 1.04 -3.64 1 0.57 Copyright © 2017 University of Florida, All Rights Reserved. HCS7T" Streets Version 7.1 Generated: 12/12/2017 3:57:02 PM 1� --- Messages --- WARNING: If demand exceeds capacity, a multiple -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 1.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. HCS711 Streets Version 7.1 Generated: 12/12/2017 3:57:02 PM A-31 HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Analysis Year 2017 1 Analysis Period 1> 1:00 Intersection lMt Prospect/US 12 File Name Rand at Mt Prospect Sat Ex.xus Project Description 140264; Mt Prospect, IL '' i Y H r Demand Information EB WB NB SB 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 1 157 Signal Information Cycle, s 100.0 Reference PhaABeg Offset, s 0 Reference PoiGreen Uncoordinated No Simult. Gap E/Yellow Force Mode Fixed Simult. Gap N/S On Red 7.1 3.5 0.0 33.4 23.1 4.0 14.0 2.0 12.0 14.9 0.0 4.0 0.0 12.0 10.0 0.0 0.0 10.0 1 2 � 3 P 5 6 7 4 6 Traffic Information EB WB NB SB 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 None 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 (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A7) 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering (n 1.00 1.00 1 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 1 0 0 Speed Limit, mi/h 40 40 40 40 40 35 35 35 35 35 35 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 (1), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( R�), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green (Gmin), 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 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 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. HCS7T" Streets Version 7.1 Generated: 12/12/2017 3:58:00 PM A-32 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Analysis Year 2017 1 Analysis Period 1> 1:00 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect Sat Ex.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 130 643 334 697 123 354 142 1 99 110 157 Signal Information Cycle, s 100.0 Reference PhaABeg Offset, s 0 Reference PoiGreen Uncoordinated No Simult. Gap E/Yellow Force Mode Fixed Simult. Gap N/S On Red 7.1 3.5 0.0 33.4 23.1 4.0 14.0 2.0 12.0 14.9 0.0 4.0 0.0 12.0 10.0 0.0 0.0 10.0 1 2 � 3 P 5 6 7 4 1P. 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 50.0 39.4 29.1 20.9 Change Period, ( Y+R ), 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 6.9 22.7 13.8 Green Extension Time ( g e ), s 0.2 0.0 0.0 0.4 1.1 Phase Call Probability 1.00 1 1 1 1.00 1 1.00 Max Out Probability 0.04 1.00 0.73 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 140 691 359 749 132 381 154 225 169 Adjusted Saturation Flow Rate ( s ), veh/h/In 1795 1889 1610 1795 1610 1795 1883 1842 1610 Queue Service Time ( g 5 ), s 4.9 12.6 1 9.5 16.1 6.0 20.7 6.3 11.8 10.0 Cycle Queue Clearance Time ( g ), s 4.9 12.6 9.5 16.1 6.0 20.7 6.3 11.8 10.0 Green Ratio (g/C) 0.42 0.44 0.67 0.33 0.33 0.23 0.23 0.15 0.15 Capacity ( c), veh/h 323 1661 1080 1198 538 415 435 275 240 Volume -to -Capacity Ratio (X) 0.432 0.416 0.333 0.625 0.246 0.917 0.353 0.817 0.702 Back of Queue ( Q ), fUln ( 95 th percentile) 90.5 230.21 112 1257.2 105.5 433.7 127.51 1257.8 191 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 ( d 2 ), s/veh 0.9 0.8 0.8 2.5 1.1 24.4 0.7 11.9 5.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 1 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 1 46.3 Level of Service (LOS) C B A C C E C D I D Approach Delay, s/veh / LOS 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 Bicycle LOS Score / LOS 1.5 A 1.2 A 1.4 A 1.1 A Copyright © 2017 University of Florida, All Rights Reserved. HCS7TI Streets Version 7.1 Generated: 12/12/2017 3:58:00 PM A-33 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jun 26, 2017 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Analysis Year 2017 1 Analysis Period 1> 1:00 Intersection Mt Prospect/US 12 File Name Rand at Mt Prospect Sat Ex.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 130 643 334 697 123 354 142 1 99 110 157 Signal Information Cycle, s 100.0 Reference PhaABeg Offset, s 0 Reference PoiGreen 7.1 33.4 23.1 Uncoordinated No Simult. Gap E/Yellow 3.5 4.0 14.0 Force Mode Fixed Simult. Gap N/S On I Red 0.0 2.0 12.0 12.0 1 2 � 3 4 P 14.9 0.0 0.0 4.0 0.0 0.0 10.0 10.0 5 6 7 8 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 (fHv9) 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 (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 1.000 1.000 1.000 1.000 1.000 1 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.0001 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fiu) 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 (fir) 0.952 0.000 1.000 1.000 0.952 0.000 0.977 0.977 Right -Turn Adjustment Factor (fRr) 0.000 0.847 0.000 0.847 0.999 0.999 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (fLpb) 1.0001 1.000 11.000 1.000 Right -Turn Ped -Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fz) 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 (s), veh/h 1795 3778 1610 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 1 0.23 0.15 0.15 1 0.15 Incremental Delay Factor (k) 0.11 1 0.50 1 0.50 0.50 1 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 (tL) 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 (ssb), veh/h/In 0 Permitted Effective Green Time (gp), s 35.4 0.0 0.0 0.0 0.0 Permitted Service Time (g„), s 17.3 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s 4.4 Time to First Blockage (gr), s 0.0 0.0 33.4 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (SR), veh/h/In 1610 0 0 Protected Right Effective Green Time (gR), s 23.1 0.0 0.0 Multimodal EB WB NB SB Pedestrian F. l F, 1.557 0.00 1.557 0.00 2.107 0.00 2.224 0.00 Pedestrian Fs l Fdeiay 0.000 0.110 0.000 0.124 0.000 0.162 0.000 0.144 Pedestrian M.mer l Mew Bicycle cb / db 879.15 15.70 667.71 22.19 57.25 298.63 36.18 Bicycle F. / F, 1 -3.64 0.98 -3.64 1 0.73 -3.64 1 0.88 -3.64 1 0.65 Copyright © 2017 University of Florida, All Rights Reserved. HCS7T" Streets Version 7.1 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. HCS711 Streets Version 7.1 Generated: 12/12/2017 3:58:01 PM A-35 HCS7 General Information Two -Way Stop -Control Report Site Information 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 Lanes -4 ■ X_ {1 '� I +Y t 1" Major 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) Follow -Up Headway (sec) 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. HCS7'" TWSC Version 7.1 Generated: 12/12/2017 4:05:09 PM US 12 at AIm.34M Ex.xtw HCS7 General Information Two -Way Stop -Control Report Site Information 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 Lanes -4 ■ X_ {1 '� I +Y t 1" Major 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) Follow -Up Headway (sec) 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. HCS7'"TWSC Version 7.1 Generated: 12/12/2017 4:05:57 PM US 12 at Alrn.ATM Ex.xtw HCS7 General Information Two -Way Stop -Control Report Site Information 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 Lanes -4 ■ X_ {1 '� I +Y t 1" Major 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) Follow -Up Headway (sec) 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' TWSC Version 7.1 Generated: 12/12/2017 4:06:47 PM US 12 at Alm wMat Ex.xtw HCS7 Two -Way General Information Stop -Control Report Site Information 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 _r V- {1 '� I + Y t 1" Major 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 0 0 0 0 1 2 0 0 0 2 0 Configuration LR L T T TR Volume, V (veh/h) 4 21 4 1132 1271 3 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) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 28 4 Capacity, c (veh/h) 298 466 v/c Ratio 0.09 0.01 95% Queue Length, Q95 (veh) 0.3 0.0 Control Delay (s/veh) 18.3 12.8 Level of Service, LOS C B Approach Delay (s/veh) 18.3 0.0 Approach LOS C Copyright © 2017 University of Florida. All Rights Reserved. HCS7'"° TWSC Version 7.1 Generated: 12/12/2017 4:01:16 PM US 12 aArTry & Ex.xtw HCS7 Two -Way General Information Stop -Control Report Site Information 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 _r V- {1 '� I + Y t 1" Major 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 0 0 0 0 1 2 0 0 0 2 0 Configuration LR L T T TR Volume, V (veh/h) 8 26 52 1515 1384 21 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) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 37 55 Capacity, c (veh/h) 231 440 v/c Ratio 0.16 0.12 95% Queue Length, Q95 (veh) 0.6 0.4 Control Delay (s/veh) 23.6 14.3 Level of Service, LOS C B Approach Delay (s/veh) 23.6 0.5 Approach LOS C Copyright © 2017 University of Florida. All Rights Reserved. HCS7'"° TWSC Version 7.1 Generated: 12/12/2017 4:02:07 PM US 12 atAen4a4 Ex.xtw HCS7 Two -Way General Information Stop -Control Report Site Information 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 _r V- {1 '� I + Y t 1" Major 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 0 0 0 0 1 2 0 0 0 2 0 Configuration LR L T T TR Volume, V (veh/h) 24 20 36 1145 1035 35 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) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 48 39 Capacity, c (veh/h) 243 591 v/c Ratio 0.20 0.07 95% Queue Length, Q95 (veh) 0.7 0.2 Control Delay (s/veh) 23.4 11.5 Level of Service, LOS C B Approach Delay (s/veh) 23.4 0.3 Approach LOS C Copyright © 2017 University of Florida. All Rights Reserved. HCS7'"° TWSC Version 7.1 Generated: 12/12/2017 4:03:01 PM US 12 atAen4lt Ex.xtw Capacity Analysis — Future Conditions Mount Prospect Pointe Retail Development Mt Prospect, Illinois 1 HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.90 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 7:45 Intersection lMt 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 1033382 753 31 501 55 1 22 28 18 Signal Information Cycle, s 90.0 Reference PhaABegin Offset, s 0 Reference PoiGreen No Simult. Gap E/Yellow 3.0 3.5 34.7 24.0 4.0 4.0 6.8 4.0 0.0 0.0 0.0Uncoordinated 0.0 1� 2 5 s Force Mode Fixed Simult. Gap N/S On LRed 10.0 2.0 12.0 12.0 10.0 10.0 Traffic 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 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 (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A7) 3 3 3 4 3 3 4 3 3 3 3 Upstream Filtering (n 1.00 1.00 1 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 1 210 0 130 0 130 1 0 0 0 0 Grade (Pg), % 0 0 1 0 0 Speed Limit, mi/h 40 40 40 40 40 35 35 35 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (G,,,a,,) or Phase Split, s 13.0 35.0 22.0 15.0 30.0 25.0 Yellow Change Interval (Y), s 3.5 4.0 4.0 4.0 4.0 4.0 Red Clearance Interval ( R�), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( Gm;,,), s 3 15 15 8 8 6 8 Start -Up Lost Time ( /t), 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 Multimodal Information WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 U2.O A5.O2.0 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking NoNo 1 0.50 No 1 0.50 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 General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.90 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 7:45 Intersection lMt 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 1033382 753 31 501 55 1 22 28 18 Signal Information Cycle, s 90.0 Reference PhaABegin Offset, s 0 Reference PoiGreen No Simult. Gap E/Yellow Force Mode Fixed Simult. Gap N/S On LRed 3.0 3.5 10.0 34.7 24.0 4.0 4.0 2.0 12.0 6.8 0.0 4.0 0.0 12.0 10.0 0.0Uncoordinated 0.0 10.0 1� 2 5 s 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 ), 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 1 1 1.00 1 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 5 ), s 0.9 21.5 1 9.1 15.5 1.2 24.0 2.1 2.7 1.2 Cycle Queue Clearance Time ( g ), 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 1870.8 489 133 105 Volume -to -Capacity Ratio (X) 0.118 0.669 0.370 0.624 0.055 1.181 0.127 0.419 0.190 Back of Queue ( Q ), Win ( 95 th percentile) 16.8 351.3 106.6 1236.2 20.4 40.9 59.8 22.6 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 ( d s ), 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 1 21.1 5.6 19.4 17.5 134.6 22.2 42.7 40.3 Level of Service (LOS) B I C A B B F C D D Approach Delay, s/veh / LOS 16.9 B 19.3 B 123.3 F 42.1 D Intersection Delay, s/veh / LOS 38.9 D Multimodal Results EB WB NB SB Pedestrian LOS Score /LOS 2.3 B 2.3 B 2.9 C 3.0 C Bicycle LOS Score / LOS 1.8 B 1.2 A 1.5 B 0.6 A Copyright © 2017 University of Florida, All Rights Reserved. HCS7T" Streets Version 7.1 Generated: 12/12/2017 3:56:36 PM A-44 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.90 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 7:45 Intersection lMt 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 1033382 753 31 501 55 1 22 28 18 Signal Information Cycle, s 90.0 Reference PhaABegin Offset, s 0 Reference PoiGreen 3.0 34.7 24.0 No Simult. Gap E/Yellow 3.5 4.0 4.0 6.8 0.0 0.0Uncoordinated 4.0 0.0 0.0 1� 2 5 s Force Mode Fixed Simult. Gap N/S On LRed 10.0 2.0 12.0 12.0 10.0 10.0 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 (fHv9) 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 11.000 1.000 1.000 1.000 1 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 (fiu) 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 (fir) 0.952 0.000 1.000 1.000 0.952 0.000 0.978 0.978 Right -Turn Adjustment Factor (fRr) 0.000 0.847 0.000 0.847 0.997 0.997 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (fLpb) 1.0001 1.000 11.000 1.000 Right -Turn Ped -Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fes) 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 (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 1 0.27 0.08 0.08 1 0.08 Incremental Delay Factor (k) 0.11 1 0.50 1 0.50 0.50 1 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 (tL) 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 (ssb), 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 (gr), s 0.0 0.0 34.7 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (SR), veh/h/In 1585 0 0 Protected Right Effective Green Time (gR), s 24.0 0.0 0.0 Multimodal EB WB NB SB Pedestrian F. l F, 1.557 0.00 1.557 0.00 2.107 0.00 2.224 0.00 Pedestrian Fs l Fdeiay 0.000 0.104 0.000 0.114 0.000 0.159 0.000 0.146 Pedestrian Merl Mew Bicycle cb / db 915.77 13.23 771.32 16.98 52.27 150.90 38.47 Bicycle F. / F, -3.64 1.32 -3.64 0.72 -3.64 1.02 1 -3.64 0.12 Copyright © 2017 University of Florida, All Rights Reserved. HCS7T" Streets Version 7.1 Generated: 12/12/2017 3:56:36 PM 1� --- Messages --- WARNING: If demand exceeds capacity, a multiple -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. HCS71" Streets Version 7.1 Generated: 12/12/2017 3:56:36 PM 1� HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday PM PHF 0.94 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 4:45 Intersection lMt 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 ( v), 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 Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 6.3 3.5 0.0 43.0 24.0 4.0 4.0 2.0 2.0 15.2 0.0 4.0 0.0 2.0 0.0 0.0 0.0 0.0 , �► 2 �� 3 5 6 7 4 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 110 945 572 1094 104 519 123 2 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 (N.), man/h None None 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 (Nb), 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 (Q 1.00 1.00 1 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 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (G...,) 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 ( R,), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( G m), 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 WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 U2.O A5.O2.0 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking NoNo 1 0.50 No 1 0.50 Copyright © 2017 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 12/12/2017 3:57:30 PM A-47 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday PM PHF 0.94 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 4:45 Intersection lMt 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 (v ), veh/h 110 945572 1094 104 519 123 2 83 119 122 Signal Information Cycle, s 110.0 Reference PhaEW Offset, s 0 Reference PoiGreen No Simult. Gap E/WYellow Force Mode Fixed Simult. Gap N/S On Red 6.3 3.5 0.0 43.0 24.0 4.0 4.0 2.0 2.0 15.2 0.0 4.0 0.0 2.0 0.0 0.0�Uncoordinated 0.0 0.0 5 s T. 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, ( Y+R , ), 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 5 ), s 6.1 26.0 14.5 Green Extension Time (g e ), 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 ( v), veh/h 117 1005 609 1164 111 552 133 215 130 Adjusted Saturation Flow Rate ( s ), veh/h/In 1795 1889 1598 1795 1610 1810 1880 1847 1610 Queue Service Time (g 5 ), s 4.1 20.7 20.4 30.1 4.9 24.0 6.1 12.5 8.3 Cycle Queue Clearance Time (g , ), s 4.1 20.7 20.4 30.1 4.9 24.0 6.1 12.5 8.3 Green Ratio (g/C) 0.47 0.48 0.70 0.39 0.39 0.22 0.22 0.14 0.14 Capacity ( c), veh/h 225 1813 1115 1404 630 395 410 256 223 Volume -to -Capacity Ratio (X) 0.521 0.555 0.546 0.829 0.176 1.398 0.324 0.840 0.582 Back of Queue ( Q), Win ( 95 th percentile) 78.7 347.9 265.2 431.3 86.2 1203. 7 125 279.8 156.9 Back of Queue ( Q ), veh/In ( 95 th percentile) 3.1 13.8 10.5 17.1 3.4 48.1 5.0 11.1 6.3 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.37 0.00 2.04 0.00 0.66 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 22.9 20.3 8.1 23.2 21.9 43.0 32.7 46.2 44.4 Incremental Delay ( d2), s/veh 1.9 1.2 1.9 5.8 0.6 194.1 0.6 16.5 3.4 Initial Queue Delay ( d 3 ), 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 24.8 21.5 10.0 29.0 22.5 237.1 33.4 62.7 47.8 Level of Service (LOS) C C B C C F C E D Approach Delay, s/veh / LOS 17.7 B 28.4 C 197.6 F 57.1 E Intersection Delay, s/veh / LOS 55.0 D Multimodal Results EB WB NB SB Pedestrian LOS Score /LOS 2.3 B 2.3 B 2.9 C 3.0 C Bicycle LOS Score /LOS 1.9 B 1.5 B 1.6 B 1.1 A Copyright © 2017 University of Florida, All Rights Reserved. OgS7418Streets Version 7.1 Generated: 12/12/2017 3:57:30 PM HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Weekday PM PHF 0.94 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 4:45 Intersection lMt 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 (v ), veh/h 110 945572 1094 104 519 123 2 83 119 122 Signal Information Cycle, s 110.0 Reference PhaEN Offset, s 0 Reference PoiGreen 6.3 43.0 24.0 No Simult. Gap E/WYellow 3.5 4.0 4.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 2.0 2.0 15.2 0.0 0.0�Uncoordinated 4.0 0.0 0.0 2.0 0.0 0.0 5 s T. Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (f.) 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) 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 (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 11.000 1.000 1.000 1.000 1 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 (fiu) 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 (fir) 0.952 0.000 1.000 1.000 0.952 0.000 0.980 0.980 Right -Turn Adjustment Factor (fRT) 0.000 0.847 0.000 0.847 0.997 0.997 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (fipb) 1.0001 1.000 11.000 1.000 Right -Turn Ped -Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (f.,) 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 (s), veh/h 1795 3778 1598 0 3680 1610 1810 1850 30 759 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 1 0.22 0.14 0.14 1 0.14 Incremental Delay Factor (k) 0.11 1 0.50 1 0.50 0.50 1 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 (tL) 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 486 0 569 1810 0 Shared Saturation Flow Rate (s5b), veh/h/In 0 Permitted Effective Green Time (gp), s 45.0 0.0 0.0 0.0 0.0 Permitted Service Time (g.), s 13.0 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gp,), s 10.2 Time to First Blockage (gf), s 0.0 0.0 43.0 0.0 0.0 Queue Service Time Before Blockage (gr,), s Protected Right Saturation Flow (sR), veh/h/In 1598 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 / Fdeiay 0.000 0.108 0.000 0.121 0.000 0.166 0.000 0.149 Pedestrian M,.e,l MeW Bicycle cb / db 959.54 14.89 782.22 20.39 62.22 276.83 40.83 Bicycle FW/ Fv -3.64 1.43 -3.64 1.05 -3.64 1.13 1 -3.64 0.57 Copyright © 2017 University of Florida, All Rights Reserved. HCS7T" Streets Version 7.1 Generated: 12/12/2017 3:57:30 PM 1� --- Messages --- WARNING: If demand exceeds capacity, a multiple -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 1.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. HCS711 Streets Version 7.1 Generated: 12/12/2017 3:57:30 PM 1� HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 1:00 Intersection lMt Prospect/US 12 File Name Rand at Mt Prospect Sat Fu.xus Project Description 140264; Mt Prospect, IL - -I-I i -I -II Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v ), veh/h 130 753377 813 123 399 142 1 99 110 157 Signal Information Offset, s 0 Reference Point Cycle, s 100.0 Reference PhaseWOn No Simult. Gap E/WYellow Force Mode Fixed Simult. Gap N/S On Green Yellow LRed 7.1 3.5 10.0 32.6 24.0 4.0 4.0 2.0 12.0 14.8 0.0 4.0 0.0 12.0 10.0 0.0 0.0 10.0 1� 2 5 +% -- 5 6 7 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 130 753 377 813 123 399 142 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 (N.), man/h Nonel None 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 (Nb), 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 (Q 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 1 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 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (G...,) 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 ( R,), s 0.0 2.0 2.0 2.0 2.0 2.0 Minimum Green ( G m), 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 WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 U2.O A5.O2.0 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking NoNo 1 0.50 No 1 0.50 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 Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 1:00 Intersection lMt Prospect/US 12 File Name Rand at Mt Prospect Sat Fu.xus Project Description 140264; Mt Prospect, IL -I-I - i -I -II Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v ), veh/h 130 753377 813 123 399 142 1 99 110 157 Signal Information Offset, s 0 Reference Point Cycle, s 100.0 Reference PhaseWOn No Simult. Gap E/WYellow Force Mode Fixed Simult. Gap N/S On Green Yellow LRed 7.1 3.5 10.0 32.6 24.0 4.0 4.0 2.0 12.0 14.8 0.0 4.0 0.0 12.0 10.0 0.0 0.0 10.0 1� 2 5 +% -- 5 6 7 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, ( Y+R , ), 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 5 ), s 6.9 25.9 13.8 Green Extension Time (g e ), 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 ( v), veh/h 140 810 405 874 132 429 154 225 169 Adjusted Saturation Flow Rate ( s ), veh/h/In 1795 1889 1610 1795 1610 1795 1883 1842 1610 Queue Service Time (g 5 ), s 4.9 15.5 11.0 20.4 6.0 23.9 6.2 11.8 10.0 Cycle Queue Clearance Time (g , ), s 4.9 15.5 11.0 20.4 6.0 23.9 6.2 11.8 10.0 Green Ratio (g/C) 0.42 0.43 0.67 0.33 0.33 0.24 0.24 0.15 0.15 Capacity ( c), veh/h 277 1631 1082 1169 524 431 452 273 239 Volume -to -Capacity Ratio (X) 0.504 0.496 0.375 0.748 0.252 0.996 0.340 0.823 0.707 Back of Queue ( Q), Win ( 95 th percentile) 93.2 274.3 154.4 1318.6 107.3 543.8 124.91 1261.3 192.8 Back of Queue ( Q), 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 ( RQ) ( 95 th percentile) 0.44 0.00 1.19 0.00 0.83 0.00 0.00 0.00 0.00 Uniform Delay ( d, ), s/veh 21.7 20.5 7.2 24.9 24.8 37.9 28.0 41.3 40.5 Incremental Delay ( d2), s/veh 1.4 1.1 1.0 4.4 1.2 42.2 0.6 13.3 6.6 Initial Queue Delay ( d 3 ), 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 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 Delay, s/veh / LOS 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 LOS Score / LOS 1.6 B 1.3 A 1.4 A 1.1 A Copyright © 2017 University of Florida, All Rights Reserved. HCS7TI Streets Version 7.1 Generated: 12/12/2017 3:58:29 PM A-52 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Nov 21, 2017 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.93 Urban Street US 12 -Rand Rd Analysis Year 2040 Analysis Period 1> 1:00 Intersection lMt Prospect/US 12 File Name Rand at Mt Prospect Sat Fu.xus Project Description 140264; Mt Prospect, IL -I-I - i -I -II Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v ), veh/h 130 753377 813 123 399 142 1 99 110 157 Signal Information Cycle, s 100.0 Reference PhaseWOn Offset, s 0 Reference Point Green 7.1 32.6 24.0 Yellow No Simult. Gap E/WYellow 3.5 4.0 4.0 Force Mode Fixed Simult. Gap N/S On LRed 10.0 2.0 12.0 12.0 1� 2 14.8 0.0 0.0 5 +% -- 4.0 0.0 0.0 10.0 10.0 5 6 7 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (f.) 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 (fHv9) 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 (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 11.000 1.000 1.000 1.000 1 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 (fiu) 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 (fir) 0.952 0.000 1.000 1.000 0.952 0.000 0.977 0.977 Right -Turn Adjustment Factor (fRT) 0.000 0.847 0.000 0.847 0.999 0.999 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (fipb) 1.0001 1.000 11.000 1.000 Right -Turn Ped -Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (f.,) 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 (s), veh/h 1795 3778 1610 0 3680 1610 1795 1870 13 872 969 1610 Proportion of Vehicles Arriving on Green (P) 0.07 0.43 0.43 0.00 0.43 0.33 0.24 0.32 1 0.24 0.15 0.15 1 0.15 Incremental Delay Factor (k) 0.11 1 0.50 1 0.50 0.50 1 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 (tL) 3.5 6.0 6.0 6.0 6.0 Green Ratio (g/C) 0.42 0.43 0.33 0.24 0.15 Permitted Saturation Flow Rate (sp), veh/h/In 639 0 684 1795 0 Shared Saturation Flow Rate (s5b), veh/h/In 0 Permitted Effective Green Time (gp), s 34.6 0.0 0.0 0.0 0.0 Permitted Service Time (g.), s 12.1 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gp,), s 6.3 Time to First Blockage (gf), s 0.0 0.0 32.6 0.0 0.0 Queue Service Time Before Blockage (gr,), s Protected Right Saturation Flow (sR), veh/h/In 1610 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 / Fdeiay 0.000 0.112 0.000 0.125 0.000 0.162 0.000 0.144 Pedestrian M,.e,l MeW Bicycle cb / db 863.58 16.14 651.18 22.74 57.25 296.42 36.28 Bicycle FW/ Fv -3.64 1.12 -3.64 0.83 -3.64 0.96 1 -3.64 0.65 Copyright © 2017 University of Florida, All Rights Reserved. HCS7T" Streets Version 7.1 Generated: 12/12/2017 3:58:29 PM A-53 --- 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 1.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. HCS71" Streets Version 7.1 Generated: 12/12/2017 3:58:29 PM HCS7 Two -Way General Information Stop -Control Report Site Information Analyst WRW Intersection Rand -US 12/Henry St Agency/Co. KLOA Jurisdiction IDOT Date Performed 01/08/2017 East/West Street Henry St Analysis Year 2040 North/South Street US 12 Time Analyzed Weekday AM Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect, IL Lanes ■ fl'I'T+YT Y 17 Major 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 0 0 0 0 1 2 0 0 0 2 0 Configuration LR L T T TR Volume, V (veh/h) 5 22 11 1271 1421 4 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) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 28 12 Capacity, c (veh/h) 266 438 v/c Ratio 0.11 0.03 95% Queue Length, Q95 (veh) 0.3 0.1 Control Delay (s/veh) 20.1 13.4 Level of Service, LOS C B Approach Delay (s/veh) 20.1 0.1 Approach LOS C Copyright © 2018 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 1/8/2018 11:42:10 AM US 12 at&rtt)5& Fu.xtw HCS7 Two -Way General Information Stop -Control Report Site Information Analyst WRW Intersection Rand -US 12/Henry St Agency/Co. KLOA Jurisdiction IDOT Date Performed 01/08/2018 East/West Street Henry St Analysis Year 2040 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 Lanes ■ fl'I'T+YT Y 17 Major 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 0 0 0 0 1 2 0 0 0 2 0 Configuration LR L T T TR Volume, V (veh/h) 9 27 63 1690 1548 22 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) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 37 66 Capacity, c (veh/h) 195 382 v/c Ratio 0.19 0.17 95% Queue Length, Q95 (veh) 0.7 0.6 Control Delay (s/veh) 27.8 16.4 Level of Service, LOS D C Approach Delay (s/veh) 27.8 0.6 Approach LOS D Copyright © 2018 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 1/8/2018 11:41:42 AM US 12 atxrMr Fu.)tw HCS7 Two -Way General Information Stop -Control Report Site Information Analyst WRW Intersection Rand -US 12/Henry St Agency/Co. KLOA Jurisdiction IDOT Date Performed 01/08/2018 East/West Street Henry St Analysis Year 2040 North/South Street US 12 Time Analyzed Saturday Midday Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect, IL Lanes ■ fl'I'T+YT Y 17 Major 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 0 0 0 0 1 2 0 0 0 2 0 Configuration LR L T T TR Volume, V (veh/h) 25 21 47 1305 1194 38 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) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 48 49 Capacity, c (veh/h) 206 525 v/c Ratio 0.23 0.09 95% Queue Length, Q95 (veh) 0.9 0.3 Control Delay (s/veh) 27.7 12.6 Level of Service, LOS D B Approach Delay (s/veh) 27.7 0.4 Approach LOS D Copyright © 2018 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 1/8/2018 11:41:22 AM US 12 at_Aerrtry Sat Fu.)tw HCS7 General Information Two -Way Stop -Control Report Site Information Analyst WRW Intersection US 12/Walmart Access Agency/Co. KLOA Jurisdiction IDOT Date Performed 11/21/2017 East/West Street Walmart Access/Access Analysis Year 2040 North/South Street US 12 Time Analyzed Weekday AM Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect IL Lanes -4 M ■ M ■ Major 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 1 1 0 1 1 0 0 1 2 0 0 1 2 1 Configuration L TR L TR L T TR L T R Volume, V (veh/h) 58 1 32 1 5 56 49 1213 14 56 1394 50 Percent Heavy Vehicles (%) 3 3 3 3 3 5 3 8 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 61 35 1 64 52 59 Capacity, c (veh/h) 9 185 16 104 430 501 v/c Ratio 6.91 0.19 0.06 0.62 0.12 0.12 95% Queue Length, Q95 (veh) 9.0 0.7 0.2 3.0 0.4 0.4 Control Delay (s/veh) 3484.6 1 29.0 245.9 1 1 84.0 1 14.5 1 13.1 Level of Service, LOS F I I D F I I F B I B Approach Delay (s/veh) 2224.8 86.5 0.6 0.5 Approach LOS F F Copyright © 2017 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 12/12/2017 4:05:33 PM US 12 at Aire &M Fu.xtw HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.95 Urban Street US 12 Analysis Year 2040 Analysis Period 1> 7:45 Intersection US 12/Access File Name Access at Rand AM Fu.xus Project Description 140264; Mt Prospect, IL til Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 58 1 32 1 5 56 49 1213 14 56 1394 50 Signal Information Offset, s 0 Reference Point Cycle, s 90.0 Reference PhaseWOn Uncoordinated No Simult. Gap E/WYellow Force Mode Fixed Simult. Gap N/S On Green Red L 3.0 3.5 0.0 A 0.2 0.0 0.0 A1 It 56.1 4.0 2.0 2.9 3.5 0.0 1.5 0.0 0.0 z 3 T2 7.3 4.0jeb s Z� 2.0 7 4 8 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 58 1 32 1 5 56 49 1213 14 56 1394 50 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900 Parking (N.), man/h Nonel None None None Heavy Vehicles (PHv), % 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 (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT) 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (Q 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 1.00 1 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 70 70 0 0 135 0 135 0 135 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (G...,) or Phase Split, s 8.0 15.0 8.0 15.0 13.0 54.0 13.0 54.0 Yellow Change Interval (l), s 3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.0 Red Clearance Interval ( R,), s 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 Minimum Green ( G m), s 3 8 3 8 3 15 3 15 Start-Up Lost Time ( It), s 2.0 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 2.0 Passage (PT), 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 (Walk), s 0.0 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 0.0 Multimodal Information NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 AEBWB ANo250 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking NoNo 1 0.50 No 1 0.50 Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:44:32 AM A-59 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.95 Urban Street US 12 Analysis Year 2040 Analysis Period 1> 7:45 Intersection 1US 12/Access File Name Access at Rand 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 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 Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 3.0 3.5 0.0 0.2 0.0 0.0 M It 56.1 4.0 2.0 2.9 1.5 3.5 0.0 0.0 0.0 1 z 3 4 T2 7.3 4.0 �� 2.0 5 s $ 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, ( Y+R , ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway ( MAH), s 4.2 5.4 4.2 5.4 4.0 0.0 4.0 0.0 Queue Clearance Time (g 5 ), s 4.8 3.8 2.0 5.4 2.9 3.1 Green Extension Time (g e ), 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 ( v), veh/h 61 35 1 64 52 647 645 59 1467 53 Adjusted Saturation Flow Rate ( s ), veh/h/In 1781 1592 1810 1631 1781 1841 1833 1682 1874 1585 Queue Service Time (g 5 ), s 2.8 1.8 0.0 3.4 0.9 10.0 10.3 1.1 1 12.2 1.2 Cycle Queue Clearance Time (g , ), s 2.8 1.8 0.0 3.4 0.9 10.0 10.3 1.1 12.2 1.2 Green Ratio (g/C) 0.13 0.10 0.11 0.08 0.66 0.62 0.62 0.66 0.63 0.63 Capacity ( c), veh/h 225 156 216 133 308 1148 1143 345 2345 992 Volume -to -Capacity Ratio (X) 0.271 0.222 0.005 0.483 0.167 0.564 0.564 0.171 0.626 0.053 Back of Queue ( Q), ft/In ( 95 th percentile) 56.9 34.3 0.9 67.4 13.6 126.1 1132.2 16.2 1 126.7 16.2 Back of Queue ( Q), 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 ( RQ) ( 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 ( d, ), s/veh 35.3 37.4 35.4 39.5 6.7 3.7 3.8 6.1 3.8 6.5 Incremental Delay ( d2), 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 ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), 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 Delay, s/veh / LOS 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. HCS7TI Streets Version 7.1 Generated: 1/8/2018 11:44:32 AM A-60 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Jurisdiction IDOT Time Period Weekday AM PHF 0.95 Urban Street US 12 Analysis Year 2040 Analysis Period 1> 7:45 Intersection US 12/Access File Name Access at Rand AM Fu.xus Project Description 140264; Mt Prospect, IL til Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 58 1 32 1 5 56 49 1213 14 56 1394 50 Signal Information L Offset, s 0 Reference Point Cycle, s 90.0 Reference PhaseWOn Green 3.0 Uncoordinated No Simult. Gap E/WYellow 3.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 A A1 It 0.2 56.1 0.0 4.0 0.0 2.0 2.9 3.5 0.0 1.5 7.3 0.0 4.0 0.0 2.0 z 3 T2 jeb s Z� 7 4 8 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (f.) 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) 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 (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 11.000 1.000 1.000 1.000 1 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 (fiu) 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 (fir) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT) 0.851 0.851 0.858 0.858 0.996 0.996 0.000 0.847 Left-Turn Pedestrian Adjustment Factor (fipb) 1.0001 1.000 11.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (f.,) 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 (s), veh/h 1781 48 1544 1810 134 1497 1781 3632 42 1682 3749 1585 Proportion of Vehicles Arriving on Green (P) 0.05 0.10 0.10 0.03 0.08 0.08 0.03 0.83 1 0.62 0.04 0.83 1 0.63 Incremental Delay Factor (k) 0.11 1 0.15 0.11 1 0.15 0.11 0.50 0.50 0.11 1 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.13 0.10 0.11 0.08 0.66 0.62 0.66 0.63 Permitted Saturation Flow Rate (sp), veh/h/In 1338 0 1396 0 361 0 404 0 Shared Saturation Flow Rate (s5b), veh/h/In Permitted Effective Green Time (gp), s 7.3 0.0 7.3 0.0 56.1 0.0 56.1 0.0 Permitted Service Time (g.), s 4.0 0.0 5.0 0.0 42.1 0.0 45.8 0.0 Permitted Queue Service Time (gp,), s 0.2 0.0 2.3 1.8 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gr,), s Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian FW l Fv 2.107 0.00 2.224 0.00 1.557 0.00 1.557 0.00 Pedestrian Fs / Fdeiay 0.000 0.144 0.000 0.146 0.000 0.074 0.000 0.074 Pedestrian M,.e,l MeW Bicycle cb / db 196.12 36.61 163.19 37.96 1247.23 6.37 1251.15 6.31 Bicycle FW/ Fv -3.64 0.16 -3.64 0.11 -3.64 1.11 1 -3.64 1.30 Copyright © 2018 University of Florida, All Rights Reserved. HCS7T" 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. HCS71" Streets Version 7.1 Generated: 118/2018 11:44:32 AM HCS7 General Information Two -Way Stop -Control Report Site Information Analyst WRW Intersection US 12/Walmart Access Agency/Co. KLOA Jurisdiction IDOT Date Performed 11/21/2017 East/West Street Walmart Access Analysis Year 2040 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 Lanes -4 M ■ M ■ Major 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 1 1 0 1 1 0 0 1 2 0 0 1 2 1 Configuration L TR L TR L T TR L T R Volume, V (veh/h) 65 1 35 17 5 169 54 1609 36 108 1520 54 Percent Heavy Vehicles (%) 3 3 3 3 3 3 3 3 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 68 38 18 183 57 114 Capacity, c (veh/h) 0 78 3 76 381 356 v/c Ratio 0.49 5.50 2.42 0.15 0.32 95% Queue Length, Q95 (veh) 2.0 3.7 17.4 0.5 1.4 Control Delay (s/veh) 89.0 4053.6 1 764.6 1 16.1 1 19.8 Level of Service, LOS F F I I F C C Approach Delay (s/veh) 1059.1 0.5 1.3 Approach LOS F Copyright © 2017 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 12/12/2017 4:06:23 PM US 12 at RIMA -$M Fu.xtw HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Urban Street US 12 Analysis Year 2040 Analysis Period 1> 4:45 Jurisdiction IDOT Time Period Weekday PM PHF 0.9500 Intersection 1US 12/Access File Name Access at Rand PM Fu.xus Project Description 140264; Mt Prospect, IL -1 Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v ), 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 Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 3.5 3.5 0.0 1.5 0.0 0.0 .� 65.5 4.0 2.0 3.0 3.5 0.0 2.4 0.0 0.0 z 3 15.1 4.0 2.0 5 s 7 4 $ Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 65 1 35 17 1 169 54 1609 36 108 1520 54 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900 Parking (N.), man/h Nonel None None None Heavy Vehicles (PHv), % 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 (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT) 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (Q 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 1.00 1 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 70 70 0 0 135 0 135 0 135 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (G...,) or Phase Split, s 15.0 35.0 15.0 35.0 13.0 47.0 13.0 47.0 Yellow Change Interval (l), s 3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.0 Red Clearance Interval ( R,), s 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 Minimum Green ( G m), s 3 8 3 8 3 15 3 15 Start -Up Lost Time ( It), s 2.0 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 2.0 Passage (PT), 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 (Walk), s 0.0 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 0.0 Multimodal Information WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 A2.0 A5.O2.0 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking NoNo 1 0.50 No 1 0.50 Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM A-64 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Jurisdiction IDOT Time Period Weekday PM PHF 0.95 Urban Street US 12 Analysis Year 2040 Analysis Period 1> 4:45 Intersection 1US 12/Access File Name Access at Rand PM Fu.xus Project Description 140264; Mt Prospect, IL 1 ilki low Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), 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 Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 3.5 3.5 0.0 1.5 0.0 0.0 M 65.5 4.0 2.0 3.0 2.4 3.5 0.0 0.0 0.0 z 3 4 T 15.1 4.0 2.0 5 s 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 8.9 23.5 6.5 21.1 7.0 71.5 8.5 73.0 Change Period, ( Y+R , ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway ( MAH), s 4.2 5.4 4.2 5.4 4.0 0.0 4.0 0.0 Queue Clearance Time (g 5 ), s 5.5 4.2 2.9 13.9 3.4 4.7 Green Extension Time (g e ), 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 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 ( v), veh/h 68 38 18 179 57 867 864 114 1600 57 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1617 1810 1612 1781 1841 1826 1781 1874 1585 Queue Service Time (g 5 ), s 3.5 2.2 0.9 1 11.9 1.4 28.7 29.7 2.7 1 20.4 1.6 Cycle Queue Clearance Time (g , ), s 3.5 2.2 0.9 11.9 1.4 28.7 29.7 2.7 20.4 1.6 Green Ratio (g/C) 0.19 0.16 0.16 0.14 0.63 0.60 0.60 0.64 0.61 0.61 Capacity ( c), veh/h 190 257 283 221 251 1096 1088 237 2284 966 Volume -to -Capacity Ratio (X) 0.359 0.147 0.063 0.811 0.227 0.791 0.795 0.479 0.700 0.059 Back of Queue ( Q), ft/In ( 95 th percentile) 72.8 41.4 18.9 1229.1 23 292.7 1310.9 47.7 1210.2 24.5 Back of Queue ( Q), 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 ( RQ) ( 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 ( d, ), s/veh 37.9 39.8 38.8 46.1 10.3 7.5 8.0 14.4 5.9 8.7 Incremental Delay ( d2), 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 ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), 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) D D D E B B B B A A Approach Delay, s/veh / LOS 39.4 D 54.2 D 13.6 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 LOS Score / LOS 0.7 A 0.8 A 2.0 B 1.9 B Copyright © 2018 University of Florida, All Rights Reserved. HCS7TI Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM A-65 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Jurisdiction IDOT Time Period Weekday PM PHF 0.95 Urban Street US 12 Analysis Year 2040 Analysis Period 1> 4:45 Intersection 1US 12/Access File Name Access at Rand 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 (v ), 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 Uncoordinated No Simult. Gap E/W On Yellow 3.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 .� 1.5 65.5 0.0 4.0 0.0 2.0 3.0 3.5 0.0 z 3 2.4 15.1 0.0 4.0 0.0 2.0 5 s 7 4 8 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (f.) 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 1.000 0.977 1.000 1.000 0.961 0.984 0.969 0.945 0.984 0.984 0.984 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 11.000 1.000 1.000 1.000 1 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 (fiu) 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 (fir) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.851 0.851 0.848 0.848 0.992 0.992 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (fipb) 1.0001 1.000 11.000 1.000 Right -Turn Ped -Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (f.,) 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 (s), veh/h 1810 45 1572 1810 9 1602 1781 3587 80 1781 3749 1585 Proportion of Vehicles Arriving on Green (P) 0.05 0.16 0.16 0.03 0.14 0.14 0.03 0.79 1 0.60 0.05 0.81 1 0.61 Incremental Delay Factor (k) 0.11 1 0.15 0.11 1 0.15 0.11 0.50 0.50 0.11 1 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.19 0.16 0.16 0.14 0.63 0.60 0.64 0.61 Permitted Saturation Flow Rate (sp), veh/h/In 1224 0 1392 0 318 0 280 0 Shared Saturation Flow Rate (s5b), veh/h/In Permitted Effective Green Time (gp), s 16.0 0.0 15.1 0.0 65.5 0.0 65.5 0.0 Permitted Service Time (g.), s 3.2 0.0 13.3 0.0 44.6 0.0 35.7 0.0 Permitted Queue Service Time (gp,), s 0.8 0.0 4.6 20.4 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gr,), s Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian FW l Fv 2.107 0.00 2.224 0.00 1.557 0.00 1.557 0.00 Pedestrian Fs / Fdeiay 0.000 0.147 0.000 0.149 0.000 0.088 0.000 0.085 Pedestrian M,.e,l MeW Bicycle cb / db 317.88 38.91 273.81 40.97 1191.17 9.00 1218.82 8.39 Bicycle FW/ Fv -3.64 0.18 -3.64 0.32 -3.64 1.48 1 -3.64 1.46 Copyright © 2018 University of Florida, All Rights Reserved. HCS7T" Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM 1 •• --- 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 1.o. --- Comments --- Copyright © 2018 University of Florida, All Rights Reserved. HCS711 Streets Version 7.1 Generated: 1/8/2018 11:43:54 AM HCS7 General Information Two -Way Stop -Control Report Site Information Analyst WRW Intersection US 12/Walmart-Access Agency/Co. KLOA Jurisdiction IDOT Date Performed 11/21/2017 East/West Street Walmart Access/Access Analysis Year 2040 North/South Street US 12 Time Analyzed Saturday Midday Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect IL Lanes -4 M ■ M ■ Major 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 1 1 0 1 1 0 0 1 2 0 0 1 2 1 Configuration L TR L TR L T TR L T R Volume, V (veh/h) 93 1 51 11 5 142 69 1226 35 148 1171 70 Percent Heavy Vehicles (%) 3 3 3 3 3 3 3 3 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 98 55 12 154 73 156 Capacity, c (veh/h) 4 214 10 153 520 511 v/c Ratio 23.09 0.26 1.25 1.01 0.14 0.31 95% Queue Length, Q95 (veh) 14.3 1.0 2.3 7.7 0.5 1.3 Control Delay (s/veh) 11615. 0 27.5 897.1 134.1 13.0 15.1 Level of Service, LOS F D F F B C Approach Delay (s/veh) 7449.6 189.3 0.7 1.6 Approach LOS F F & • '' Copyright C 2017 University of Florida. All Rights Reserved. HCS7— TWSC Version 7.1 Generated: 12/12/2017 4:07:10 PM US 12 at Walmart Sat Fu.)tw 1 •• HCS7 Signalized Intersection Input Data General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.95 Urban Street US 12 Analysis Year 2040 Analysis Period 1> 4:45 Intersection 1US 12/Access File Name Access at Rand 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 ( v), veh/h 93 1 51 11 5 142 69 1226 35 148 1170 70 Signal Information Cycle, s 110.0 Reference Phase 2" Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 3.7 3.5 0.0 2.0 0.0 0.0 M It 67.9 4.0 2.0 3.0 3.5 0.0 1.5 0.0 0.0 1 z 3 12.8 4.0 �� 2.0 5 s 7 4 8 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 93 1 51 11 5 142 69 1226 35 148 1170 70 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900 Parking (N.), man/h None None None None Heavy Vehicles (PHv), % 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 (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT) 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (Q 1.00 1.00 1 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 70 70 0 0 135 0 135 0 135 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (G...,) or Phase Split, s 8.0 25.0 8.0 25.0 13.0 64.0 13.0 64.0 Yellow Change Interval (l), s 3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.0 Red Clearance Interval ( R,), s 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 Minimum Green ( G m), s 3 8 3 8 3 15 3 15 Start -Up Lost Time ( It), s 2.0 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 2.0 Passage (PT), 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 (Walk), s 0.0 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 0.0 Multimodal Information NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 AEBWB ANo250 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking NoNo 1 0.50 No 1 0.50 Copyright © 2018 University of Florida, All Rights Reserved. HCS7TM Streets Version 7.1 Generated: 1/8/2018 11:42:49 AM A-70 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.95 Urban Street US 12 Analysis Year 2040 Analysis Period 1> 4:45 Intersection 1US 12/Access File Name Access at Rand 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 ( v), veh/h 93 1 51 5 142 69 1226 35 148 1170 70 Signal Information Cycle, s 110.0 Reference Phase 2" Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 3.7 3.5 0.0 2.0 10.0 0.0 It t67.9 14.0 2.0 3.0 1.5 3.5 0.0 0.0 0.0 1 z 3 12.8 4.0 k/ -- 2.0 5 s '4 4 $ 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, ( Y+R , ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway ( MAH), s 4.2 5.4 4.2 5.4 4.0 0.0 4.0 0.0 Queue Clearance Time (g 5 ), s 6.5 5.4 2.6 12.3 3.6 5.4 Green Extension Time (g e ), s 0.0 1.0 0.0 1 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 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 ( v), veh/h 98 55 12 155 73 667 661 156 1232 74 Adjusted Saturation Flow Rate ( s ), veh/h/In 1781 1590 1810 1619 1781 1841 1822 1781 1874 1585 Queue Service Time (g 5 ), s 4.5 3.4 0.6 1 10.3 1.6 13.6 14.4 3.4 1 9.8 2.0 Cycle Queue Clearance Time (g , ), s 4.5 3.4 0.6 10.3 1.6 13.6 14.4 3.4 9.8 2.0 Green Ratio (g/C) 0.16 0.13 0.14 0.12 0.65 0.62 0.62 0.67 0.64 0.64 Capacity ( c), veh/h 167 207 226 189 365 1136 1125 359 2382 1007 Volume -to -Capacity Ratio (X) 0.585 0.264 0.051 0.819 0.199 0.587 0.587 0.433 0.517 0.073 Back of Queue ( Q), Win ( 95 th percentile) 32.5 64.5 12.6 1213.1 26.4 175.6 1190.1 55 1 118.3 29.2 Back of Queue ( Q), 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 ( RQ) ( 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 ( d, ), s/veh 43.4 43.1 40.6 47.4 7.5 4.9 5.3 8.0 3.8 7.7 Incremental Delay ( d2), 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 ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), 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 Delay, s/veh / LOS 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. HCS7TI Streets Version 7.1 Generated: 1/8/2018 11:42:49 AM A-71 HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency KLOA Duration, h 0.25 Analyst WRW Analysis Date Jan 8, 2018 Area Type Other Jurisdiction IDOT Time Period Saturday Midday PHF 0.95 Urban Street US 12 Analysis Year 2040 Analysis Period 1> 4:45 Intersection 1US 12/Access File Name Access at Rand 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 ( v), veh/h 93 1 51 5 142 69 1226 35 148 1170 70 Signal Information Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Green 3.7 Uncoordinated No Simult. Gap E/W On Yellow 3.5 10.0 Force Mode Fixed Simult. Gap N/S On LRed 10.0 10.0 2.0 t67.9 14.0 12.0 10.0 -14 3.0 3.5 10.0 " 1.5 12.8 0.0 4.0 12.0 z 3 k/__� 5 s 4 8 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 (fHv9) 0.984 0.984 0.977 1.000 1.000 0.961 0.984 0.969 0.945 0.984 0.984 0.984 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 11.000 1.000 1.000 1.000 1 1.000 1.000 1.000 1.000 1.000 1 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 (fiu) 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 (fir) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT) 0.850 0.850 0.852 0.852 0.990 0.990 0.000 0.847 Left-Turn Pedestrian Adjustment Factor (fipb) 1.0001 1.000 1 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 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 (s), veh/h 1781 31 1559 1810 55 1564 1781 3562 102 1781 3749 1585 Proportion of Vehicles Arriving on Green (P) 0.04 0.13 0.13 0.03 0.12 0.12 0.03 0.82 1 0.62 0.05 0.85 1 0.64 Incremental Delay Factor (k) 0.18 0.15 0.11 1 0.19 0.11 0.50 0.50 0.11 1 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.16 0.13 0.14 0.12 0.65 0.62 0.67 0.64 Permitted Saturation Flow Rate (sp), veh/h/In 1232 0 1370 0 452 0 413 0 Shared Saturation Flow Rate (s5b), veh/h/In Permitted Effective Green Time (gp), s 12.8 0.0 12.8 0.0 67.9 0.0 68.4 0.0 Permitted Service Time (g.), s 2.6 0.0 8.9 0.0 58.1 0.0 53.6 0.0 Permitted Queue Service Time (gp,), s 2.2 0.0 1.9 9.0 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gr,), s Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian FW l Fv 2.107 0.00 2.224 0.00 1.557 0.00 1.557 0.00 Pedestrian Fs / Fdeiay 0.000 0.149 0.000 0.151 0.000 0.084 0.000 0.080 Pedestrian M,.e,l Mw Bicycle cb / db 260.85 41.59 233.57 42.90 1234.80 8.05 1271.08 7.31 Bicycle FW/ Fv -3.64 0.25 -3.64 0.27 -3.64 1.16 1 -3.64 1.21 Copyright © 2018 University of Florida, All Rights Reserved. HCS7T" 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. HCS71" Streets Version 7.1 Generated: 118/2018 11:42:49 AM A-73 HCS7 General Information Two -Way Stop -Control Report Site Information Analyst WRW Intersection US 12/RIRO Agency/Co. KLOA Jurisdiction IDOT Date Performed 01/08/2018 East/West Street RIRO Access Analysis Year 2040 North/South Street US 12 Time Analyzed Weekday AM Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect, IL Lanes ■ fl'I'T+YT Y 17 Major 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 1 0 0 0 0 0 0 0 0 0 2 1 Configuration R T R Volume, V (veh/h) 16 1408 19 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 17 Capacity, c (veh/h) 357 v/c Ratio 0.05 95% Queue Length, Q95 (veh) 0.1 Control Delay (s/veh) 15.6 Level of Service, LOS C Approach Delay (s/veh) 15.6 Approach LOS C Copyright © 2018 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 1/8/2018 11:41:01 AM US 12 atAIRO74A Fu.xtw HCS7 General Information Two -Way Stop -Control Report Site Information Analyst WRW Intersection US 12/RIRO Agency/Co. KLOA Jurisdiction IDOT Date Performed 01/08/2018 East/West Street RIRO Access Analysis Year 2040 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 Lanes ■ fl'I'T+YT Y 17 Major 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 1 0 0 0 0 0 0 0 0 0 2 1 Configuration R T R Volume, V (veh/h) 18 1552 20 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 19 Capacity, c (veh/h) 318 v/c Ratio 0.06 95% Queue Length, Q95 (veh) 0.2 Control Delay (s/veh) 17.1 Level of Service, LOS C Approach Delay (s/veh) 17.1 Approach LOS C Copyright © 2018 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 1/8/2018 11:40:39 AM US 12 AR6T& Fu.xtw HCS7 General Information Two -Way Stop -Control Report Site Information Analyst WRW Intersection US 12/RIRO Agency/Co. KLOA Jurisdiction IDOT Date Performed 01/08/2018 East/West Street RIRO Access Analysis Year 2040 North/South Street US 12 Time Analyzed Saturday Midday Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 140264; Mt Prospect, IL Lanes ■ fl'I'T+YT Y 17 Major 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 1 0 0 0 0 0 0 0 0 0 2 1 Configuration R T R Volume, V (veh/h) 25 1207 26 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 26 Capacity, c (veh/h) 418 v/c Ratio 0.06 95% Queue Length, Q95 (veh) 0.2 Control Delay (s/veh) 14.2 Level of Service, LOS B Approach Delay (s/veh) 14.2 Approach LOS B Copyright © 2018 University of Florida. All Rights Reserved. HCS7T' TWSC Version 7.1 Generated: 1/8/2018 11:39:42 AM US 12 AR67t Fu.xtw ORDINANCE NO. AN ORDINANCE GRANTING ZONING MAP AMENDMENT AND CONDITIONAL USE FOR PLANNED UNIT DEVELOPMENT FOR PROPERTY LOCATED AT801 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 buildingsfor property located at801 E. Rand Roadand a portion (0.13 acres)of theThayer 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 ½ OF THE SOUTHWEST ¼ OF THE SOUTHWEST ¼ 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 ½ OF THE SOUTHWEST ¼ 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 ¼, IN COOK COUNTY, ILLINOIS PIN(s): 03-35-302-006-0000 and 03-35-302-007-0000 WHEREAS, the Petitioner seeks1) Zoning Map Amendmentto rezone the Subject Propertyfrom 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 aZoning Map Amendment and a Conditional Use for a Planned Unit Development being the subject of PZ-18-17before the Planning and Zoning Commission of th day of January, 2018, pursuant to proper legal notice having been the Village of Mount Prospect on the25 th day of January,2018and published in the Daily Heraldon the 10 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 Mayorand 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 fromR-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 buildingswould be in the best interest of the Village. NOW, THEREFORE, BE IT ORDAINED BY THEMAYORAND BOARD OF TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS ACTING IN THE EXERCISE OF THEIR HOME RULE POWERS: SECTION ONE: The recitalsset forth hereinabove are incorporated as findings of fact by the Mayorand 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 grant1) Zoning Map Amendment from R-1 Single-Family Residential to B-3 Community Shopping Districtfor the Subject Property and2) Conditional Use for a Planned Unit Development (PUD) consisting of four (4) principal buildingssubject to the following conditions: 1.The petitioner shallpursueobtain the installation 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 GreenbergFarrow, dated January 12th, 2018with the removal of the Henry Street access; 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 Planwith 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 thisdayofFebruary ,2018. ___________________________________ Arlene A. Juracek, Mayor ATTEST: ___________________ Karen M. Agoranos Village Clerk H:\\CLKO\\WIN\\ORDINANCE2\\PZ-18-17 391571_1 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 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. 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 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. easements to locate the shared use path. 4.Prior to obtaining the first Certificate of Occupancy, the Petitioner mus 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 GreenbergFarrow, 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. UQ_ yc .1 J A j .7 mm .............. . P. - ------- -- yid- # UQ_ yc Amended 03-05-2018 ORDINANCE NO. AN ORDINANCE GRANTING ZONING MAP AMENDMENT AND CONDITIONAL USE FOR PLANNED UNIT DEVELOPMENT FOR PROPERTY LOCATED AT801 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 buildingsfor property located at801 E. Rand Roadand a portion (0.13 acres)of theThayer 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 ½ OF THE SOUTHWEST ¼ OF THE SOUTHWEST ¼ 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 ½ OF THE SOUTHWEST ¼ 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 ¼, IN COOK COUNTY, ILLINOIS PIN(s): 03-35-302-006-0000 and 03-35-302-007-0000 WHEREAS, the Petitioner seeks1) Zoning Map Amendmentto rezone the Subject Propertyfrom 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 aZoning Map Amendment and a Conditional Use for a Planned Unit Development being the subject of PZ-18-17before the Planning and Zoning Commission of th day of January, 2018, pursuant to proper legal notice having been the Village of Mount Prospect on the25 th published in the Daily Heraldon the 10day of January,2018and 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 Mayorand 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 fromR-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 buildingswould be in the best interest of the Village. NOW, THEREFORE, BE IT ORDAINED BY THEMAYORAND 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 Mayorand Board of Trustees of the Village of Mount Prospect. SECTION TWO:The Mayor and Board of Trustees of the Village of Mount Prospect do hereby grant1) 391571_1 Zoning Map Amendment from R-1 Single-Family Residential to B-3 Community Shopping Districtfor the Subject Property and2) Conditional Use for a Planned Unit Development (PUD) consisting of four (4) principal buildingssubject to the following conditions: 1.ThePetitioner shall use all efforts to pursue, obtain and install a traffic signal on Rand Road through the IDOT permitting process, and the Petitioner shall pay all costs associated with the design, permitting and installation thereof; 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.The Petitioner shall install a 10’ wide shared use path along the Rand Road frontage and provide any necessary easements to locate the shared use path; 4.Prior to obtaining the first Certificate of Occupancy, the Petitioner shall submit owner’s association documents for staff review and approval. The document shall address long-term site maintenance, including snow removal and paving; 5.The Petitioner shall submit a fence plan prior to issuance of a building permit,, subject to approval and modification by the Village Manager; 6.Automobile repair work on the Subject Property shall only be conducted in enclosed buildings with all doors on such buildings being shut and closed while automobile repair work is occurring, including garage doors; 7.Development of the Subject Property shall be in general conformance with the plans prepared by GreenbergFarrow, dated January 12, 2018, except that the plans shall be modified by Petitioner as directed by Village staff, and as depicted in Exhibit “B,” attached hereto and made a part hereof, to allow for access from Henry Street to the Subject Property only by vehicles traveling west on Henry Street by making a right turn into the Subject Property,andto prohibit access from Henry Street to the Subject Property by vehicles traveling east on Henry Street, and to prohibit parking at all times along the north and south side of Henry Street betweenEdward Street and 140’ east,with such signage as Village staff directs in relation thereto; 8.The Petitioner shall hold a neighborhood meeting six (6) months afterthree of the four certificateof occupancies have been issued for the improvements approved herein to discuss compliance with Village Codes, other laws, regulations and this Ordinance, by the tenants and users of the Subject Property, and their performance, which meeting shall be scheduled and held in consultation with Village staff; and 9.The Subject Property and the Petitioner shall comply 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 Planwith the Recorder of Deeds of Cook Countyon title to the Subject Property. 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 thisdayofMarch,2018. ___________________________________ Arlene A. Juracek, Mayor ATTEST: ___________________ Karen M. Agoranos Village Clerk 391571_1 H:\\CLKO\\WIN\\ORDINANCE2\\PZ-18-17 391571_1