Planning and Zoning Commission

PLANNING AND ZONING COMMISSION APRIL 28, 2026 AT 7:00 PM VILLAGE HALL - COUNCIL CHAMBERS 200 E. WOOD STREET PALATINE, IL 60067-5339 (847) 359-9050 www.palatine.il.us AGENDA REGULAR MEETING 7:00 PM I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF MINUTES A. 04-14-2026 PZC Minutes IV. PUBLIC HEARING A. 951 S. Benton Street - Plat of Subdivision for Lot 2; Special Use for FIll in a Floodplain, with the required compensatory storage; Special Use for a yard in the floodplain. B. 2240 -2266 N Rand Road and 2296 N Rand Road. 1. Final Planned Development to permit a logistics and distribution use, with accessory office uses; and 2. Final Plat of Subdivision to allow for the consolidation of 6 existing lots into one consolidated lot; and 3. Rezoning from Planned Development to B-5 Highway Business District at 2296 N Rand Road. C. 560 S. Hicks Road - Special Use to Permit a use that will provide for the transfer, storage, and treatment of general construction materials, demolition debris, and wood waste and accessory permitted office uses. D. 630 S Hicks Road - Special Use Amendment Special Use Amendment to Special Use # O-39-05, which allows the transfer, storage, and treatment of general construction materials, demolition debris, and wood waste to allow for the storage, distribution, and general cleaning of portable toilets on the Subject Property. V. PUBLIC COMMENT VILLAGE OF PALATINE Page 1 of 2 Page 1 of 328 Agenda April 28, 2026 VI. COMMUNICATIONS VII. ADJOURNMENT VILLAGE OF PALATINE Page 2 of 2 Page 2 of 328 Page 3 of 328 Page 4 of 328 Page 5 of 328 Page 6 of 328 Page 7 of 328 Page 8 of 328 Page 9 of 328 Page 10 of 328 Page 11 of 328 Page 12 of 328 Page 13 of 328 Page 14 of 328 Page 15 of 328 Page 16 of 328 Page 17 of 328  IV.A 951 S. Benton Street STAFF REPORT: TO: Palatine Planning and Zoning Commission Jan Wood, Chair FROM: Ben Vyverberg PETITIONER: Robert Feltes, property owner PLAN NUMBER: SU-000202-2025 BACKGROUND: • The subject property was subdivided and approved for 2 single-family residential homes to be constructed on approved building pads in 2009 and 2010. Lot 1 was developed with a 2-story single-family home and Lot 2 was approved for a similar building pad at that time. Due to the surrounding presence of the floodplain on these lots, there are several forms of relief required to allow for the construction of the homes. Per the Subdivision Ordinance, any fill in the floodplain requires both Special Use review and the required compensatory storage at 110% of the amount of any fill to offset any impact to the floodplain. Additionally, any yard in the floodplain requires Special Use review to ensure that there is both an engineering review for the proposed and a Public Hearing, with Village Council review. The approval of the building pad and required relief was also approved for Lot 2 for a similarly sized 2-story home as was built on Lot 1. The owner/developer of Lot 2, is proposing to construct a single-story ranch home on Lot 2 and is there seeking to amend the size of the building pad and the required relief therein. Therefore, the Petitioner is requesting the following: Final Plat of Subdivision for Lot 2 of Benton Street Subdivision. The proposed would amend the permitted building envelope for Lot 2, which was approved as part of the Benton Street Subdivision, to allow for a ranch-style home to be constructed, instead of the initially identified 2- story home; A Special Use for a yard in the floodplain for Lot 2; and A Special Use to permit the filling of land in the floodplain for Lot 2 Page 18 of 328 KEY ISSUES: • The Subject Lot, except for the previously approved building pad, remains entirely ensconced in the floodplain and covered within a drainage easement. When Lot 1 was developed, the building pads were outside the floodplain for both lots were reviewed and approved for the required zoning relief. Nevertheless, only Lot 1 was developed and a new single-family home was constructed upon it. Although the zoning relief and engineering plans were approved for Lot 2, it was not developed and no engineering work was completed on Lot 2. The current property owner intends to develop the lot with a single- story ranch-style home, which will require a building pad with differing wider and deeper dimensions. • Therefore, new special uses for fill in a floodplain and yard in a floodplain are required for the proposed home on Lot 2. Additionally, as the subdivision was approved with a specific building pad for Lot 2, the proposed building pad for the ranch home will also require approval. The revised building pad would comply with all the minimum required R-1 setback requirements. The proposed building pad is 70 feet by 70 feet, with a 10-foot by 25-foot addition on the north side of the property to accommodate a 3rd car for the garage. • As was the condition when the subdivision was approved, S. Benton Street terminated in front of the home at 947 S. Benton Street, but the unimproved Benton Street right-of-way continues past Lot 2. Lot 2 will be serviced by a driveway through the right-of-way for access to the home. In addition to the S. Benton Street right-of-way, the unimproved northern 33-foot right-of-way for Willmette Road is directly south of Lot 2. This right-of-way will remain unimproved and is not part of the development of Lot 2. • With the development of Lot 1 and as a component of the engineering plans, the storm sewer (21-inch) was extended along the frontages of both lots. As a required condition of the 2009 special uses, the efficacy of the storm sewers was required to be tested after the occurrence of a minimum 2.5-inch rain event (or other significant rain event deemed sufficient by the Village Engineer, for a 24- hour period to ensure its functional operation. Since the development of Lot 1 and the completion of the storm sewer, there have not been any flooding or drainage issues noted or reported to the Village of Palatine. • The engineering plans provide the required 110% compensatory storage for the additional fill in the floodplain associated with the alterations to the building pad. The required Special Use for yard in a floodplain is also a reflection of the modifications to the building pad and the change from the 2008 approval. • The Village Engineer has reviewed the proposed engineering plans and materials and has conditionally accepted their content. STANDARDS FOR SPECIAL USE: Since this Petition is not for a use publicly operated or traditionally affected with the public interest, those standards under Section 14.05 D (2) and (3) are applicable. Specifically, the Petitioners must show that the Page 19 of 328 Special Use, if granted, is so designed, located, and proposed to be operated that the public health, safety, and welfare will be protected and will not cause substantial injury to the value of other property in the neighborhood in which it is located. The Petitioners have attempted to address the required standards. STAFF RECOMMENDATION: The subject lots were subdivided and approved for 2 single-family residential building pads in 2009 and 2010. Lot 1 was developed with a 2-story single-family home and Lot 2 was approved for a similar building pad at that time. Due to the existing presence of the surrounding floodplain on these lots, only one new single-family home was constructed on the northerly lot (947 S. Benton Street) in 2009. As part of the Benton Street Subdivision's approval, the required public improvements for both lots were completed. The Benton Street Subdivision included the installed 21-inch storm sewer, which was completed in 2009/2010. Since that time, there have not been any additional flooding concerns raised to the Village of has the Village Engineer observed such instances. Nevertheless, Staff maintains its neutral recommendations made when the initial relief was requested, due to the encumbrances upon the property. Therefore, Staff recommends action at the discretion of the Planning and Zoning Commission. If the Planning and Zoning Commission recommends approval, Staff recommends the following conditions: 1. The Special Uses for fill in the floodplain and a yard in the floodplain shall substantially conform to the modified geometric site plan for Lot 2 shall substantially conform to the engineering plans and materials submitted by Daniel Grecco, PE, except, as such plans shall be modified to conform to Village Codes and Ordinance. 2. The existing overland flow patterns must be maintained and no alterations which divert runoff onto adjacent properties will be permitted. 3. The use of sump pump and downspout extensions is prohibited. 4. A restrictive covenant for Lot 2 shall be recorded with Cook County in a manner acceptable to the Village Attorney and shall explicitly identify the restrictions on structures and uses of the property indicating that no additional structures are permitted on the property. This restriction would include, but is not limited to, sheds, garages, gazebos, or any other proposed accessory structures. 5. A license agreement shall be required to accommodate the driveway for Lot 2 in the right-of-way, prior to the issuance of a certificate of occupancy for the home. ATTACHMENTS: 1. Aerial Map 2. Site Plan 3. Legacy Site Plan 4. Project Narrative 5. Plat of Survey 6. Plat of Resubdivision 7. Special Use Application 8. O-17-09 Page 20 of 328 9. O-101-10 10. R-131-08 11. Deed restriction 12. Public Notice Page 21 of 328  951 S. Benton Street - Lot 2 (Benton Street Subdivision) Legend 0 300 600 Print Date: 4/20/2026 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground. 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Wood Street, relative to a request for the following: Final Plat of Subdivision for Lot 2 of Benton Street Subdivision. The proposed would amend the permitted building envelope for Lot 2, which was approved as part of the Benton Street Subdivision, to allow for a ranch-style home to be constructed, instead of the initially identified 2-story home; A Special Use for a yard in the floodplain for Lot 2; and A Special Use for to permit the filling of land in the floodplain for Lot 2. The property is commonly known as 951 S. Benton Street. The Subject Property is zoned R-2 single-family residential and is commonly known as 951 S. Benton Street and is the vacant lot directly south of the existing home at 947 S. Benton Street. When the Benton Street Subdivision was approved in 2008, the required special uses for a yard in the floodplain and fill in the floodplain were subsequently approved as part of that process. The Petitioner would like to construct a ranch-style home, which will require new special uses for a yard in the floodplain and for the filling of land in the floodplain, with the required compensatory storage. The above petition has been filed by Robert Feltes, owner, and is available for examination in the office of the Village Clerk, 200 E. Wood Street. FILE #: SU-000202-2025 VILLAGE OF PALATINE Jan Wood, Chair Palatine Planning and Zoning Commission Page 113 of 328 Page 114 of 328  IV.B 2240 -2266 N Rand Road and 2296 N Rand Road.Final STAFF REPORT: TO: Palatine Planning and Zoning Commission Jan Wood, Chair FROM: Lyn Bremanis PETITIONER: Joseph Lewis, agent PLAN NUMBER: FPD-000247-2026 BACKGROUND: The Subject properties, along with the surrounding properties fronting Rand Road, generally northwest of Rand and Hicks Roads up to Lake Cook Road, were annexed in 2007. These properties, along with 2296 N. Rand Road, were approved as a Planned Development for a distribution and logistics center in 2022 and were rezoned from B-5, Highway Business District to Planned Development. However, ultimately, this project never came to fruition. A second proposal was approved in 2024 for another logistics/distribution operator, with a smaller building footprint, which also did not move forward. The current Petitioner is requesting a new Planned Development and Plat of Consolidation, with a smaller building footprint and the same lot area as the most recent proposal. Globe Transportation seeks to operate a transportation and logistical solutions’ facility at the subject property. In addition, the neighboring property to the north at 2296 N. Rand Road, which was included in the previous Planned Development, is requesting to be rezoned back to its original zoning of B-5 Highway District and continues to function as a used car dealer. Therefore, the Petitioners are requesting: 1. Final Planned Development to permit a logistics and distribution use, with accessory office uses; and 2. Final Plat of Subdivision to allow for the consolidation of 6 existing lots into one consolidated lot; 3. Rezoning from Planned Development to B-5 Highway Business District for the property at 2296 N Rand Road. KEY ISSUES: • Globe Transportation is a provider of transportation services and logistical solutions. The proposed facility will serve as a dispatch, fleet management, and Page 115 of 328  operational support location for vehicles serving Palatine and the surrounding Chicago suburbs. Globe also operates a facility in Palatine on S. Hicks Road. • The table below summarizes a comparison of the previously approved Planned Developments and Globe Transportation's proposal: Missner Group Orest Express Inc. Globe Transportation Lot Size 8.86 acres 7.9 acres 7.9 acres Lot Frontage 600 feet 500 feet 500 feet Building Square 145,000 sq. ft. 58,000 sq. ft. 44,911 sq. ft. Footage Building Height 41 feet 30 feet 30 feet Parking 179/ 145 spaces 79/168 spaces 68/207 spaces Required/Provided Front Yard Setback 83 feet 85 feet 64 feet • The existing parking lots are improved with a variety of pavement, asphalt, and gravel. Between all of these properties, there are a total of 5 full access points onto Rand Road, which reflects the existing access conditions, prior to annexation. Rand Road is a State Route and IDOT controlled roadway and classified as a Strategic Regional Arterial Route, within this section of the Village. • The proposed redevelopment will consolidate six parcels into one, with two access points, as part of the IDOT permitting requirements. • The business plan indicates Globe Transportation is proposing to open a Page 116 of 328  transportation and logistics business to include 60-70 employees. The proposed hours of operation would be from 7 pm - 7 pm daily. Engineering: • All the existing utilities are proximate and available to the Subject Property along Rand Road. • The storm sewer would be extended through the site with connections to catch basins and roof drains. Stormwater would be collected and managed by a proposed stormwater basin located in the southwest corner of the property. The stormwater outfall/tributary connects to the adjacent Forest Preserve and, ultimately, Buffalo Creek. Architecture: • The proposed building shares similar materials and construction to the previously approved building. The elevations include concrete spandrel panels, precast concrete, and spandrel-tempered/vision glass components. Within the 44,911 square foot building, there are initially 7,000 square feet of office uses proposed. • The maximum building height of approximately 32 feet to the top of the parapet, complies with the B-5 district requirements. The maximum height allowed in the B-5 district is 3 stories, not to exceed 45 feet. • All proposed setbacks exceed the minimum required setbacks within the B-5 zoning district. • With approximately 500 feet of frontage along Rand Road, 12 trees in the parkway would be required. However, 5 trees are proposed, with additional plantings around the building and along the periphery of the site. The landscaping proposed along Rand Road is consistent with what was previously approved for the site. Traffic Analysis: • The Subject Property has direct access to Rand Road (U.S. Route 12) and lies approximately 500 feet southeast of Lake Cook Road. This includes an existing barrier median approximately 700 feet south of Lake Cook Road, which impacts the two existing northern access points. Per the submitted Traffic Impact Statement (TIS), Rand Road is a Strategic Regional Arterial Route and has a posted speed limit of 35 miles per hour, and carries an annual average daily traffic (AADT) volume of 44,900 vehicles northwest of Lake Cook Road and 27,400 vehicles southeast of Lake Cook Road. • Lake Cook Road is an east-west, principal arterial roadway that provides two lanes in each direction. Lake Cook Road is under the jurisdiction of the Cook County Highway Department and has a posted speed limit of 45 miles per hour, and carries an AADT volume of 17,200 vehicles west of Rand Road and 39,900 Page 117 of 328  vehicles east of Rand Road. Below is a comparison of the proposed daily trips from this site: Missner Group Orest Express Globe Transp. Weekday Morning 103 43 18 Total Weekday Evening 94 43 25 Total Daily Trips In 299 60 21 Daily Trips Out 299 60 22 Total Daily Trips 598 120 63 • The TIS (Traffic Impact Study) concludes the following: 1. The traffic generated by the proposed facility is anticipated to result in less than a 1% increase from existing levels. 2. The majority of truck traffic will focus on long distance routes, reducing daily truck traffic. 3. The proposed access drives will accommodate traffic entering and exiting the site. 4. Reduction of access drives will decrease traffic conflicts and improve the safety of the traffic flow on Rand Road. Parking: • The proposed parking lot will include 46 typical parking spaces (this includes 2 handicap spaces), 120 trailer spaces and 41 truck cab spaces. Per code, 61 spaces would be required. STANDARDS FOR PLANNED DEVELOPMENT: Standards for a Planned Development are found in Section 13.03 (a) of the Zoning Code. Specifically, the planned development shall be designed, located and proposed to be operated so that the public health, safety and welfare will be protected. The planned development shall not cause substantial injury to the value of other property in the area in which it is located. The establishment of the planned development shall not impede the normal and orderly development and improvement of surrounding property. Adequate utilities, access roads, drainage and/or other necessary facilities have been or are being Page 118 of 328 provided. And adequate measures have been or will be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets. STAFF RECOMMENDATION: The property was previously approved as a Planned Development for a distribution center in 2022 and again in 2024, although, neither project was ultimately pursued. The Petitioner’s proposed plans and use of the property are similar to the previously approved uses, and would expand an existing transportation and logistical solutions facility in the Village. The current proposal features a reduced building footprint and the traffic impact study indicates a lower daily volume. Additionally, Staff agrees that the proposed Planned Development complies with the required Planned Development Standards and Design Standards. In addition, the neighboring property to the north, which was part of the original Planned Development but is not included in the current request, is seeking to be rezoned back to its original designation of B-5 Highway Business District. Therefore, Staff recommends approval of the Rezoning of 2296 N. Rand Road and the approval of the Preliminary and Final Planned Development, Preliminary and Final Plat of Subdivision, subject to the following conditions: 1. The development shall substantially conform to the engineering plans by Spaceco INC., dated February 6, 2026 and the architectural plans by Thomas Architects, dated March 17, 2026, except as such plans may be changed to conform to Village Codes and Ordinances. 2. The Final Plat of Subdivision shall be submitted on Mylar with the required signatures and significantly conform to the Plat of Subdivision in a manner acceptable to the Village Engineer. 3. The Final Engineering Plans shall be revised in a manner acceptable to the Village Engineer, including the Final Engineer’s Cost Estimate which shall be submitted in a manner acceptable to the Village. 4. Uses shall be governed by the B-5 Highway Business District use lists in the Village of Palatine Zoning Ordinance. In addition, the following uses shall also be permitted uses; Cartage or express establishments, Warehousing and distribution centers, and related office uses. Any use of the property shall also be subject to the required performance standards in the Village’s Zoning Code. Any signage shall comply with the regulations in the Village’s B-5 District. 5. The final landscape plans shall be submitted/revised in a manner acceptable to the Director of Planning and Zoning. 6. The final photometric and lighting plan shall be revised in a manner acceptable to the Village Engineer. 7. The final traffic directional signage plan shall be submitted in a manner acceptable to the Village Engineer. 8. If required by the Village Attorney, declarations shall be submitted in a manner acceptable to the Village Attorney. This could include a cross access easement for the property directly north of the Subject Property, if that property were to Page 119 of 328  redevelop in the future, if requested by the Village of Palatine. 9. A Public Improvement letter of credit shall be submitted in a manner acceptable to the Village Engineer. 10. Review fees, in the amount of 1.5% of the total project improvement costs (as defined in the Village Code) based upon the finally accepted EEOPC shall be submitted in a manner acceptable to the Village Engineer. 11. A Subdivision Improvement Agreement shall be submitted in a manner acceptable to the Village Attorney. 12. A Planned Development letter of credit shall be submitted in a manner acceptable to the Director of Planning and Zoning. 13. All required extra agency permits (e.g., MWRD WMO, IDOT and IEPA Sewer and Water) shall be submitted in a manner acceptable to the Village Engineer. 14. A construction management plan, indicated the proposed material delivery routes and contractor parking areas, shall be submitted to the Village Engineer. 15. Recording fees in the amount of $600 shall be submitted. ATTACHMENTS: 1. Aerial Map 2. Application 3. Plat of Survey 4. Plat of Subdivision 5. Final Engineering Plans 6. Final Architectural Plans 7. Landscape Plan 8. Business Plan 9. Traffic Study 10. Public Notice Page 120 of 328  Globe Transporation 0 200 400 Print Date: 4/9/2026 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground. Page 121 of 328 Page 122 of 328 Page 123 of 328 Page 124 of 328 Page 125 of 328 Page 126 of 328 Page 127 of 328 Page 128 of 328 Page 129 of 328 Page 130 of 328 Page 131 of 328 Page 132 of 328 Page 133 of 328 Page 134 of 328 Page 135 of 328 Page 136 of 328 Page 137 of 328 Page 138 of 328 Page 139 of 328 Page 140 of 328 Page 141 of 328 Page 142 of 328 Page 143 of 328 Page 144 of 328 Page 145 of 328 Page 146 of 328 Page 147 of 328 Page 148 of 328 Page 149 of 328 Page 150 of 328 Page 151 of 328 Page 152 of 328 Page 153 of 328 Page 154 of 328  NEW OFFICE/TRUCK MAINTENANCE FACILITY 2240 RAND ROAD PALATINE, ILLINOIS GENERAL CONTRACTOR ARCHITECT PRINCIPLE CONSTRUCTION CORP. HARRIS ARCHITECTS INC. 9450 WEST BRYN MAWR AV. SUITE 120 1475 WOODFIELD ROAD SUITE 925 ROSEMONT, ILLINOIS 60018 SCHAUMBURG, ILLINOIS 60173 847.615.1515 847.303.1155 Page 155 of 328  471.94' N46*39'51"E 32 TRUCK CAB PARKING AT 12'-0" O.C. 9 TRUCK CAB PARKING 14'x16' D.I.D. 14'x16' D.I.D. AT 12'-0" O.C. 14'x16' D.I.D. 14'x16' D.I.D. 14'x16' D.I.D. 14'x16' D.I.D. S43*15'37"E ROAD 14'x16' D.I.D. "E 00 *1 8'54 14'x16' D.I.D. TRUCK MAINTENANCE/ 58 TRUCK/TRAILER PARKING AT 12'-0" O.C. 31 TRUCK/TRAILER PARKING AT 12'-0" O.C. 31 TRUCK/TRAILER PARKING AT 12'-0" O.C. N 14'x16' D.I.D. 33 CAR PARKING STALLS WAREHOUSE 499.91' 55 0.75 44,911 S.F. US ROUTE 12 - RAND ' 14'x16' D.I.D. 14'x16' D.I.D. 14'x16' D.I.D. 14'x16' D.I.D. 14'x16' D.I.D. 3 EXTERIOR TRUCK DOCKS PROPOSED AT 12' O.C. STORMWATER DETENTION 6 CAR STALLS 8 CAR STALLS 746.19' S46*45'51" Page 156 of 328 Page 157 of 328 Page 158 of 328 Page 159 of 328 Page 160 of 328 A B C D E Page 161 of 328 Page 162 of 328 WALL SECTION NOTES CL CL CL CL CL Page 163 of 328  CL CL CL CL Page 164 of 328 Page 165 of 328 Page 166 of 328 Page 167 of 328 10" 3" COVER Page 168 of 328 Page 169 of 328 Page 170 of 328  S P E C I F I C A T I O N S DOCK BUMPERS (WHERE NOT PART OF DOCK LEVELERS): 11 13 13 HYDRAULIC PASSENGER ELEVATOR SCHEDULE: RITEHITE RHV420-11 - 4" PROJECTION, 20"x11" LAMINATED RUBBER SHALL MEET LOCAL, STATE AND A.N.S.I. REQUIREMENTS RITEHITE RHV420-11SF - 4" PROJECTION, 20"x11" STEEL FACED RUBBER MCGUIRE, SERCO, BLUE GIANT, AND KELLY ARE APPROVED EQUAL. CAPACITY: 3500 LBS SPEED: 100 FPM UP, 100 FPM DOWN (MIN.) DOCK SEALS: 11 13 16.13 TRAVEL DISTANCE: AS NOTED ON DRAWINGS RITEHITE CLASSIC DOCK SEAL W/ HIGH PERFORMANCE HEAD CURTAIN W/ PULL ROPE ASSEMBLY. SIDE PADS 13" WIDE TO BE 40 OZ. ARMOR PLEAT BLACK VINYL W/ TRIPLE REINFORCED CORNER WEAR BOOTS. LANDINGS SERVED: AS NOTED ON DRAWINGS PROVIDE ANTI-SAG HEAD PAD CONSTRUCTION AND HEAD PAD POP-OFF PROTECTION. INCLUDE SIDE OPENINGS: 2 PAD MOUNTING BRACKETS APPROPRIATE FOR THE SIZE OF OPENING AND TYPE OF MOUNTING SUBSTRATE. PROVIDE SUPPLEMENTAL PPT WOOD BUCKS OR FRAMING MEMBERS, AS REQUIRED, TO CONTROL SYSTEM: TWO STORY COLLECTIVE FASTEN TO SUBSTRATE. PROVIDE YELLOW GUIDE STRIPE ALONG SIDE PADS. MCGUIRE, SERCO, AND AUXILIARY OPERATIONS: AS SPECIFIED, EMERGENCY POWER KELLY ARE APPROVED EQUAL. AS REQUIRED BY CODE SIGNAL EQUIPMENT: ILLUMINATED TYPE BUTTONS ON CAR DOCK LEVELERS: 11 13 19 AND AT HALL STATION RITEHITE RHM-4000 MECHANICAL DOCK LEVELER W/ 40,000 LB CAPACITY. PROVIDE TOE GUARDS, WEATHERSEAL, AND 18" (MIN.) LIP. SIZE TO BE 6'-0"x8'-0". INCLUDE LAMINATED CLEAR CAR INSIDE: 6'-8" x 5'-5" RUBBER DOCK BUMPERS RHV420-11 4" PROJECTION, 11" WIDE, AND 20" HIGH. INCLUDE MNFR'S INTEGRAL HOISTWAY ENTRANCES: SINGLE LEAF, RIGHT/LEFT HAND, SAFE-T-STRUT MAINTENANCE SUPPORT SYSTEM FEATURE. MCGUIRE, SERCO, BLUE GIANT, AND KELLY HORIZONTAL SLIDING (SEE DWGS) ARE APPROVED EQUAL. GC TO COORDINATE THE LEVELER PIT DIMENSIONS W/ THE LEVELER SPECS. HORIZONTAL SLIDING (1 SPEED): 'B' LABEL HOISTWAY ENTRANCE SIZE: 3'-6" WIDE x 7'-0" HIGH PROVIDE ALL EQUIPMENT AS SPECIFIED BY ELEVATOR MANUFACTURER TO PROVIDE A FULLY OPERATIONAL AND COMPLETE SYSTEM. HYDRAULIC PASSENGER ELEVATOR SHALL BE MANUFACTURED BY THYSSEN KRUPP ENDURA TWIN POST 2-STAGE HOLELESS HYDRAULIC LOW-RISE WITH DRY POWER UNIT ELEVATOR TO BE IN FULL COMPLIANCE WITH ALL APPLICABLE ACCESSIBILITY CODES. GC TO COORDINATE FINISHES AND OPTIONS WITH OWNER. GC TO COORIDNATE PLACEMENT OF TRACK AND BRACES IN HOISTWAY AS WELL AS POWER REQUIREMENTS, PIT ACCESS LADDER AND MASONRY CONSTRUCTION WITH ELEVATOR CONSTRUCTION. FIRE SPRINKLERS: 21 00 00 BUILDING TO BE EQUIPPED THROUGHOUT W/ AUTOMATIC FIRE SUPPRESSION SYSTEM. DESIGN PER NFPA 13 FOR CLASS IV COMMODITIES, AS DEFINED BY NFPA 230. THE SYSTEM IS TO COMPLY W/ ALL APPLICABLE CODES AND APPLICABLE NFPA STANDARDS. SEE DRAWINGS AND DESIGN BY OTHERS. THE FIRE PROTECTION CONTRACTOR SHALL MEET W/ OWNER/TENANT, AND THEIR INSURANCE REPRESENTATIVE, TO OBTAIN THE CRITERIA FOR THE DESIGN OF THE SPRINKLER SYSTEM. DRAWINGS, DESIGN, AND CALCULATIONS SHALL BE SUBMITTED TO THE OWNER. LOCAL PERMITS AND APPROVAL FROM AHJ SHALL BE GIVEN TO THE OWNER. Page 171 of 328  S P E C I F I C A T I O N S INSURANCE: 00 62 16 THE FOLLOWING SCHEDULE OF SPECIAL INSPECTIONS ARE TO BE PERFORMED AS A MINIMUM BY THE TESTING AGENCY: COORDINATION: FLASHING / COPING / GRAVEL STOP: 07 62 00 EXCAVATING: 31 23 00 THE CONTRACTOR AND SUBCONTRACTORS SHALL MAINTAIN SUCH INSURANCE AS WILL PROTECT THEM FREQUENCY COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISIONS IN PROVIDE PREFINISHED, 24 GAUGE GALVANIZED METAL FASCIA/GRAVEL STOP (22 GAUGE COPINGS SECTION SEE SPECIFICATIONS ON CIVIL ENGINEERING DRAWINGS FROM CLAIMS UNDER WORKMEN'S COMPENSATION ACTS AND OTHER EMPLOYEE BENEFIT ACTS, FROM CONTINUOUS PERIODIC THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION. WHERE INDICATED ON PLANS). COLOR SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD SEE SPECIFICATIONS ON STRUCTURAL DRAWINGS CLAIMS FOR DAMAGES BECAUSE OF BODILY INJURIES, INCLUDING DEATH TO HIS EMPLOYEES AND ALL STEEL (SECTION 1705.2 AND AISC 360) SELECTION. PROVIDE HOLD DOWN CLIPS, 6" WIDE JOINT COVERS AND MITERED CORNERS. SECTIONS SEE SPECIFICATIONS AND RECOMMENDATIONS IN GEO-TECHNICAL REPORT OTHERS, FROM CLAIMS FOR DAMAGES TO PROPERTY ANY OR ALL OF WHICH MAY ARISE OUT OF OR 1. MATERIAL VERIFICATION OF HIGH STRENGTH NUTS, BOLTS & WASHERS: DELIVER IN A TIMELY MANNER ALL LOOSE WELD PLATES, ANCHORS AND OTHER HARDWARE THAT IS TO SHALL BE LAPPED AND/OR SEALED TO PROVIDE WATERTIGHT SEAMS. ALLOW AND PROVIDE FOR RESULT FROM THE CONTRACTOR'S OPERATIONS UNDER THE CONTRACT. A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN APPROVED CONSTRUCTION BE PLACED OR CAST INTO OTHER WORK BY OTHERS, INCLUDING ANY REQUIRED LAYOUT AND/OR EXPANSION USING MANUFACTURER'S STANDARD DETAIL AND COMPONENTS. CAULK ALL SEAMS. DOCUMENTS. SEE SPECIFICATIONS ON PRE-ENGINEERED BUILDING DRAWINGS - BY OTHERS LOCATION DRAWINGS. COPINGS TO BE ONE PIECE AND INCLUDE NEOPRENE SUPPORT SPACER PER MANUFACTURER'S B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED GEO-TECHNICAL REPORT ADDITIONALLY; ALL INSURANCE SHALL MEET THE MINIMUM STATE REQUIREMENTS, THE OUTLINE STANDARD DETAIL, SLOPE COPING TO ROOF 1/2" MINIMUM. FABRICATE, INSTALL, AND FASTEN IN PREPARED BY: PIONEER ENGINEERING AND ENVIRONMENTAL SERVICES, LLC PERFORMANCE SPECIFICATION MINIMUM REQUIREMENTS AND/OR AS DIRECTED BY THE OWNER AND 2. INSPECTION OF HIGH STRENGTH BOLTING (PRIOR TO BOLTING) DELIVER THE WORK OF THIS SECTION TO THE JOB SITE IN SUCH QUANTITIES AND AT SUCH TIMES AS TO COMPLIANCE WITH ANSI/SPRI/FM 4435 ES-1 WIND DESIGN STANDARD FOR EDGE SYSTEMS USED WITH A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS PROJECT #: 21-0282-151 INCLUDED IN OWNER/CONTRACTOR AGREEMENTS AND CONTRACTS. ALL INSURANCE SHALL INCLUDE B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS ASSURE THE CONTINUITY OF CONSTRUCTION. LOW SLOPE ROOFING SYSTEMS. DATE OF REPORT: 08-25-2021 INDEMNIFICATION AND HOLD HARMLESS PROVISIONS COVERING THE OWNER AND ARCHITECT. C. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM THE SHEAR PLANE) STORE UNITS AT THE JOB SITE IN A MANNER TO PREVENT CRACKING, DISTORTION, WARPING, STAINING, WOOD NAILERS USED TO SECURE CLEATS FOR COPINGS, FASCIAS, AND GRAVEL STOPS ARE TO BE CORRELATION AND INTENT: 01 31 13 D. CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL REFER TO GEO-TECHNICAL REPORT FOR SITE ANALYSIS, PRECAUTIONS, AND RECOMMENDATIONS FOR E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE AND OTHER PHYSICAL DAMAGE, AND IN A MANNER TO KEEP MARKINGS VISIBLE. GENERAL CONTRACTOR NON-TREATED OR SBX TREATED. IF THE WOOD IS TREATED THEN ONLY STAINLESS STEEL OR E-COATED EXCAVATION, GRADING, PAVEMENT, AND FOUNDATION PLACEMENT. FOLLOW RECOMMENDED EACH SUBCONTRACTOR, PRIOR TO SUBMITTING HIS BID, SHALL THOROUGHLY EXAMINE THE DRAWINGS PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS. SHALL VERIFY STORAGE AREA(S). STEEL FASTENERS MAY BE USED. ANY FASTENER USED IS TO BE FACTORY MUTUAL COMPLIANT AND BE F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED PRACTICES FOR GRUBBING, STRIPPING, STOCKPILING, LIFT SETTING, COMPACTION, AND ALL OTHER SITE AND SPECIFICATIONS OF THE CONTRACT DOCUMENTS, AND VISIT THE SITE TO BECOME FULLY AWARE FASTENED AT 24" O.C. MAX WITH (2) FASTENERS AT EACH END AS A MINIMUM. THE NAILERS MUST BE FOR FASTENER ASSEMBLIES AND METHODS USED. CONSTRUCTION WORK. AND KNOWLEDGEABLE OF ALL WORK AND CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. G. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS WELDING: FASTENED TO RESIST ANTICIPATED UPLIFT FORCES OF THE GEOGRAPHICAL LOCATION, ELEVATION THE (SUB)CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY ERRORS, DISCREPANCIES, WELDING SHALL CONFORM TO AWS SPECIFICATIONS (EXCEPT AS MODIFIED BY AISC SPECIFICATIONS) ABOVE GRADE, ROOF TYPE, AREA OF ROOF, AND LOCATION OF NAILERS (PERIMETER, CORNER, INSIDE 3. INSPECTION OF HIGH STRENGTH BOLTING (DURING BOLTING): ALL FOOTINGS TO BEAR ON 3,000 PSF (UNLESS NOTED OTHERWISE IN STRUCTURAL DRAWINGS, OR AMBIGUITIES FOUND IN THE CONTRACT DOCUMENTS AT LEAST THREE WORKING DAYS PRIOR TO AND SHALL BE PERFORMED BY CERTIFIED WELDERS. PRIME ALL WELDS AND EXPOSED STEEL AFTER CORNER, ETC). A. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED GEO-TECHNICAL REPORT, ETC.) UNDISTURBED SOIL. REMOVE ALL EXCESS EXCAVATED MATERIAL FROM THE BID DUE DATE. THE ARCHITECT SHALL ISSUE WRITTEN ADDENDA PRIOR TO THE BID DUE DATE TO B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION THE SITE, AS DIRECTED. STRIP TOP SOIL AND STOCKPILE. REPLACE 6" (MIN.) OF TOP SOIL IN LANDSCAPE WELDING. C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING COUNTERFLASHING AT ALL ROOF PENETRATIONS (WHEN REQUIRED BY FIELD CONDITIONS) SHALL BE RESOLVE THE ERROR, DISCREPANCY OR AMBIGUITY. THE (SUB)CONTRACTOR IN SUBMITTING HIS BID D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING AREAS. REMOVE ALL EXCESS TOP SOIL FROM SITE, AS DIRECTED. ASSUMES RESPONSIBILITY FOR DISCREPANCIES WHICH THE ARCHITECT WAS NOT NOTIFIED NOR SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES SETTING AND JOINT TREATMENT: FABRICATED FROM 0.032 MILL FINISH ALUMINUM. OTHERWISE, ALL ROOF FLASHING SHALL BE BY ADDENDA WAS ISSUED FOR. ROOFING CONTRACTOR UTILIZING ROOF MANUFACTURER'S STANDARD FLASHING DETAILS. APPROVED 4. INSPECTION OF HIGH STRENGTH BOLTING (AFTER BOLTING): REMOVE SOILS OF BEARING CAPACITY LESS THAN THE STATED MINIMUM VALUES FROM UNDER SLAB PROVIDE 1/2" VERTICAL JOINTS AND 1" SETTING JOINTS (SUBJECT TO PRECASTER'S STANDARDS OF PRODUCTS INCLUDE PAC-CLAD BY PETERSEN ALUMINUM CORPORATION, AND TUFFCLAD AS A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS AREAS AND REPLACE W/ COMPACTED GRANULAR FILL ON ENGINEERED FILL. COMPACTION OF DESIGN,) ALIGN ALL PANELS AT THE TOP. SECURE EACH PANEL IN PLACE BEFORE PROCEEDING TO THE ALL SHOP DRAWINGS, MATERIAL DATA AND PRODUCT SPECIFICATIONS SUBMITTED FOR THE WORK ARE MANUFACTURED BY N.B. HANDY COMPANY, AND CARRY A 5-YEAR MANUFACTURER'S GUARANTEE. 5. INSPECTION OF WELDING (PRIOR TO WELDING): APPROVED IMPORTED FILL, FREE OF ORGANIC MATERIAL, SHALL BE SET IN 8" LAYERS (MAX.) AND NEXT PANEL. PROVIDE SHORING OR DEADMAN ANCHOR TO RESIST HORIZONTAL SHEAR AND WIND TO BE REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO BEING FORWARDED TO THE ARCHITECT FOR A. WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS COMPACTED TO 95% MODIFIED PROCTOR DENSITY (ASTM D-1557). REMOVE ALL ORGANIC SOIL FROM LOADS UNTIL METAL ROOF DECK IS SECURED IN PLACE AND ALL PANELS HAVE BEEN ERECTED. GROUT REVIEW. THE SHOP DRAWINGS AND SUBMITTALS ARE TO BEAR THE GENERAL CONTRACTOR'S REVIEW B. WPS AVAILABLE STEEL: 05 10 00 UNDER PAVING AREAS AND PROVIDE APPROVED FILL COMPACTED TO 95% MPD (ASTM D-1557). SETTING BED AND VERTICAL GAPS BETWEEN FOUNDATION WALL AND PRECAST PANELS FULL WITH STAMP WITH THE REVIEW STATUS AND INITIAL OF REVIEWER. THE SHOP DRAWING/ SUBMITTAL IS TO C. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE SUBMIT STRUCTURAL STEEL, STEEL BAR JOIST AND METAL ROOF DECK SHOP DRAWINGS (INCLUDE D. MATERIAL IDENTIFICATION (TYPE/GRADE) NON-SHRINKING NON-METALLIC GROUT, AND FINISH SMOOTH WITH ADJACENT CONCRETE SURFACES. BEAR ANY REVIEW MARK, COMMENT OR CORRECTION IN COLOR. THE ARCHITECT WILL NOT REVIEW ANY E. WELDER IDENTIFICATION SYSTEM NOTE: VERIFY ABOVE SPEC W/ REQUIREMENTS AND RECOMMENDATIONS OF GEO-TECHNICAL USE 'KORLATH' BRAND PLASTIC SHIMS. NO METALLIC OR FIBERBOARD SHIMS ARE ALLOWED. STEEL FASTENING) FOR ARCHITECTURAL AND STRUCTURAL REVIEW. ALSO INCLUDE SHOP DRAWINGS FOR SHOP DRAWING OR SUBMITTAL WITHOUT REVIEW AND COMMENT FROM THE GENERAL CONTRACTOR. F. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) REPORT PREPARED FOR THIS PROJECT. SHIMS MAY ONLY BE USED ABOVE GRADE AS A COMPONENT OF A WELDED CONNECTION OR A LOAD- ROOF LADDER AND MISCELLANEOUS STEEL. DRAWINGS TO BE IN PDF ELECTRONIC FORMAT CAPABLE · JOINT PREPARATIONS BEARING SPANDREL PANEL CONDITION. OF PRINTING. · DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) SHOP DRAWINGS ARE TO BE PREPARED BY EACH SUBCONTRACTOR FOR THEIR RESPECTIVE WORK. · CLEANLINESS (CONDITION OF STEEL SURFACES) DRAWINGS TO BE SUBMITTED ELECTRONICALLY AS PDF FILES CAPABLE OF BEING PRINTED FOR REVIEW. · TACKING (TACK WELD QUALITY AND LOCATION) PAVING: 32 12 00 PRECAST JOINTS TO BE CAULKED WITH A 2-PART PREMIUM GRADE, POLYURETHANE-BASED, SEE GENERAL STEEL NOTES/SPECIFICATIONS ON STRUCTURAL DRAWINGS. · BACKING TYPE AND FIT (IF APPLICABLE) SHOP DRAWINGS ARE TO BE GENERATED BY THE SUBCONTRACTOR TO INDICATE EXTENT OF WORK, ELASTOMERIC SEALANT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS INCLUDING SUBSTRATE G. FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y-, AND K-JOINT WITHOUT BACKING (INCLUDING JOINT GEOMETRY) SEE CIVIL ENGINEERING DRAWINGS PREPARED BY OTHERS. DIMENSIONS, DETAILS, CONNECTIONS, MATERIAL INFORMATION AND ALIKE. INDICATE ADJOINING WORK · JOINT PREPARATIONS PREPARATION AND PRIMING (AS REQ'D). COLOR TO MATCH PRECAST. CAULK TO BE SIKAFLEX-2C. NS/SL STEEL MEMBERS ARE TO BE CLEANED OF ALL MUD, MARKINGS, SCUFFS, MARRS AND OTHER BLEMISHES AND TRADES CORRELATED, AFFECTED OR REQUIRED AS PART OF SUBTRADE WORK. SHOP DRAWINGS · DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) CONCRETE: 30 00 00 AS MANUFACTURED BY SIKA OR NP 2 BY SONNEBORN. INSTALLATION TO INCLUDE SOFT CLOSED-CELL AFTER ERECTION. CLEAN AND TOUCH-UP IN FIELD (WITH SAME PRODUCT USED IN SHOP) ANY STEEL · CLEANLINESS (CONDITION OF STEEL SURFACES) THAT COPY, USE OR INCLUDE THE ARCHITECTURAL, STRUCTURAL OR ANY OTHER CONSULTANT SEE GENERAL CONCRETE NOTES AND SPECIFICATIONS ON STRUCTURAL DRAWINGS. POLYETHYLENE FOAM BACKER ROD (NON-GASING) AS MANUFACTURED BY SONNEBORN. COMPATIBILITY WHERE PRIMER HAS BEEN REMOVED. · TACKING (TACK WELD QUALITY AND LOCATION) DRAWINGS OR DETAILS WILL BE REJECTED WITHOUT REVIEW. H. CONFIGURATION AND FINISH OF ACCESS HOLES OF CAULK WITH PRECAST COATING TO BE VERIFIED BY CAULK MANUFACTURER. CAULK ALL JOINTS J. FIT-UP OF FILLET HOLES ALL REINFORCING STEEL DEFORMATION SHALL CONFORM TO ASTM A615, GRADE 60, AS A MINIMUM. FULL LENGTH INSIDE AND OUT. ALL STEEL EXPOSED TO THE WEATHER OR LOCATED ON THE EXTERIOR OF THE BUILDING TO BE · DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) UNDER NO CIRCUMSTANCES IS SCALING OF THE DRAWINGS TO BE RELIED ON AS ACCURATE OR USED WELDED WIRE AND STEEL MESH SLAB REINFORCING SHALL CONFORM TO ASTM A1064. GALVANIZED USING ARCHITECT/ENGINEER APPROVED PROCESS. · CLEANLINESS (CONDITION OF STEEL SURFACES) TO DETERMINE DIMENSIONS OF THE DETAILS, PLANS OR WORK TO BE PERFORMED. · TACKING (TACK WELD QUALITY AND LOCATION) ROOFING AND INSULATION (EPDM BALLASTED): 07 53 23 CONFORM TO ASTM E1155 STANDARD TEST METHOD FOR DETERMINING FLOOR FLATNESS AND SUBMIT ONE SET OF STRUCTURAL STEEL STAIR FRAMING SHOP DRAWINGS FOR ARCHITECTURAL 6. INSPECTION OF WELDING (DURING WELDING): ROOF INSULATION SHALL BE (1) LAYER OF #.#" AND (1) LAYER OF #.#" RIGID POLYISOCYANURATE DIMENSIONS: A. CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE CONTROL, ETC. LEVELNESS USING THE F-NUMBER SYSTEM. REVIEW. DRAWINGS TO BE IN PDF ELECTRONIC FORMAT CAPABLE OF PRINTING. STEEL FABRICATOR TO INSULATION PROVIDING LONG TERM THERMAL RESISTANCE (LTTR) R-VALUE OF ##.# MIN. PER EACH CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY DIMENSIONS AT THE SITE FOR ALL WORK B. NO WELDING OVER CRACKED TACK WELDS DESIGN STAIR FRAMING, CONNECTIONS AND ANCHORAGE PER BUILDING CODE REQUIREMENTS AND C. ENVIRONMENTAL CONDITIONS CAN/ULC-S770 AND ASTM C1289 STANDARDS, AS MANUFACTURED BY CARLISLE SYNTEC. AND/OR WORK ADJOINING THAT OF OTHER TRADES AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES ALL STRUCTURAL CONCRETE SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AISC STANDARDS. SIGN AND STAMP ENGINEERED SHOP DRAWINGS FOR RECORD AND CERTIFICATION. · WIND SPEED WITHIN LIMITS PRIOR TO STARTING WORK. · PRECIPITATION AND TEMPERATURE APPLICABLE PROVISIONS OF THE INTERNATIONAL BUILDING CODE AND ACI 318. AT OWNER/ARCH/STRUCT. ENG REQUEST STEEL FABRICATOR TO SUBMIT DESIGN CALCULATIONS OF PROVIDE TAPERED STRIP AROUND PERIMETER OF ROOF AS/IF NOTED ON DRAWINGS (2' WIDTH) AND D. WPS FOLLOWED STAIR DESIGN. · SETTINGS ON WELDING EQUIPMENT TAPERED CRICKETS AROUND ROOF CURBS, ROOF HATCH AND ALL OTHER PENETRATIONS REQUIRING UNDER NO CIRCUMSTANCES IS SCALING OF THE DRAWINGS TO BE RELIED ON AS ACCURATE OR USED · TRAVEL SPEED CONCRETE CURING: 03 39 23.13 REDIRECTION OF STORM WATER FLOW TO THE ROOF HEAD. SET INSULATION IN PANELS OF THE TO DETERMINE DIMENSIONS OF THE DETAILS, PLANS OR WORK TO BE PERFORMED. · SELECTED WELDING MATERIALS COLD-FORMED FRAMING: 05 40 00 WAREHOUSE: SIKAGUARD 300 HD WB (FORMERLY MASTERKURE HD AND/OR LAPIDOLITH) AS GREATEST WIDTHS AND LENGTHS POSSIBLE WITH JOINTS STAGGERED IN EACH DIRECTION, AND FROM · SHIELDING GAS TYPE/FLOW RATE MANUFACTURED BY SIKA CORPORATION OR ASHFORD FORMULA AS MANUFACTURED BY CURECRETE. TOP LAYER TO BOTTOM LAYER. INSULATION SHALL BE LOOSE LAID ON DECK SUBSTRATE PER FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO PROVIDE COLD-FORMED METAL · PREHEAT APPLIED · INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) MANUFACTURER'S REQUIREMENTS. FRAMING SYSTEM SHOWN ON DRAWINGS. · PROPER POSITION (F, V, H, OH) OFFICE: SIKAGUARD 100 HD WB (FORMERLY MASTERKURE HD AND/OR SONOSIL) AS MANUFACTURED BY E. WELDING TECHNIQUES SIKA CORPORATION. MEMBRANE ROOFING SHALL BE CARLISLE SURE-SEAL BLACK, ## MIL , UNREINFORCED, EPDM SHEET ALL WORK SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE FOLLOWING STANDARDS: · INTERPASS AND FINAL CLEANING · EACH PASS WITHIN PROFILE LIMITS MEMBRANE AS MANUFACTURED BY CARLISLE SYNTEC (FIRESTONE AND JOHNS-MANSVILLE APPROVED AMERICAN IRON AND STEEL INSTITUTE (AISI) S100 DESIGN, COLD FORMED STEEL STRUCTURAL · EACH PASS MEETS QUALITY REQUIREMENTS PRECAST CONCRETE: 03 40 00 EQUAL). MEMBRANE TO BE IN GREATEST WIDTHS AND LENGTHS POSSIBLE TO MINIMIZE LAPS, SPLICES, MEMBERS. F. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS AND SEAMS. THE SYSTEM SHALL MEET MANUFACTURER'S SPECIFICATIONS FOR DELIVERY, STORAGE, AMERICAN WELDING SOCIETY (AWS) D1.3/D1.3M, STRUCTURAL WELDING CODE. PRECAST CONCRETE PANELS SHALL BE PRESTRESSED TO STRUCTURALLY SUPPORT THE ROOF LAW COMPLIANCE: 01 41 13 7. INSPECTION OF WELDING (AFTER WELDING): AND INSTALLATION. SYSTEM TO INCLUDE ALL NECESSARY COMPONENTS FOR A COMPLETE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM.) A. WELDS CLEANED STRUCTURE (WIND LOAD AND LIVE LOAD) AND HANDLING (ERECTING) LOADS, AND SHALL BE DESIGNED ALL MATERIALS USED AND WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL CURRENT LAWS OF INSTALLATION OF INSULATION, MEMBRANE, RUNOFF FLOW DIVERTERS (WHERE INDICATED), AND EDGE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION. B. SIZE, LENGTH, AND LOCATION OF WELDS SO THAT BOTH WYTHES OF CONCRETE, INNER AND OUTER, SHALL BE KEPT IN COMPRESSION UNDER THE: C. WELDS MEET VISUAL ACCEPTANCE CRITERIA METAL INCLUDING: ALL PERTINENT FEDERAL, STATE AND LOCAL CODES. ALL LOADING CONDITIONS. NO FLEXURAL TENSION IS TO BE ALLOWED IN THE PRE-COMPRESSED · CRACK PROHIBITION VILLAGE/CITY OFPALATINE TENSILE ZONE. BOTH WYTHES SHALL BE STRESSED TO MINIMIZE ANY BOWING DUE TO ECCENTRICITY · WELD/BASE-METAL FUSION COUNTY OFCOOK TAPE PRIMER WASH WALLS SPANNING FROM FINISHED FLOOR TO THE UNDERSIDE OF METAL ROOF DECKING OR AS NOTED · CRATER CROSS SECTION OF PRESTRESS FORCE. INSULATED PRECAST CONCRETE PANELS SHALL HAVE CONTINUOUS STATE OFILLINOIS · WELD PROFILES BONDING CEMENT ON THE DRAWINGS ARE TO BE A DELEGATED DESIGN. THE CONTRACTOR SHALL INCLUDE IN THE INSULATION AS REQUIRED TO ACHIEVE THE MINIMUM THERMAL RESISTANCE VALUE (R-VALUE) AS NOTED AND ANY OTHER AUTHORITIES HAVING LAWFUL JURISDICTION. ALL REQUIRED BUILDING PERMITS ARE · WELD SIZE LAP CEMENT SUBMITTAL A SHOP DRAWING THAT ILLUSTRATES THE STUD SIZE, GAUGE, TYPE, FLANGE WIDTH, STUD · UNDERCUT IN THE ARCHITECTURAL SECTIONS. SEE CONSTRUCTION DOCUMENTS FOR PANEL FINISH. TO BE APPLIED FOR AND OBTAINED. · POROSITY SEAM TAPE SPACING, BLOCKING, AND COLD-ROLLED CHANNEL SIZE/TYPE (WHERE USED TO BRACE STUD FLANGES D. ARC STRIKES PEEL AND STICK TAPE IN LIEU OF GYP. BD. PANELS.) THE SHOP DRAWINGS IS TO BE SIGNED AND STAMPED BY A PROFESSIONAL ENGINEERING: TEMPORARY WATER AND ELECTRICAL SERVICE: 01 51 00 E. K-AREA FLASHINGS ENGINEER LICENSED IN THE STATE THE PROJECT IS LOCATED. THE METAL STUD WALL DESIGN TO BE F. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES ALL PRECAST SHALL BE DESIGNED FOR ANCHORAGE, ERECTION, REINFORCING, AND APPLIED LOADS BY BASED ON THE PROPERTIES OF THE PRODUCT SELECTED AS NOTED IN THE MANUFACTURER'S THE CONTRACTORS SHALL ARRANGE FOR A TEMPORARY WATER SUPPLY AND ELECTRICAL SERVICE TO G. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) LAP CAULK A STRUCTURAL ENGINEER REGISTERED IN THE STATE THAT THE PROJECT IS LOCATED. PROVIDE TECHNICAL DATA. THE METAL STUD WALL DESIGN IS TO BE BASED ON A HORIZONTAL LATERAL LOAD OF THE PROJECT. H. REPAIR ACTIVITIES SEALING MASTIC J. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER DRAWINGS AND CALCULATIONS TO WHICH THE ENGINEER SHALL AFFIX THEIR SEAL AND SIGNATURE. 7.5 PSF, AN ALLOWABLE DEFLECTION OF L/360 AND A SPAN FROM FINISHED FLOOR TO THE UNDERSIDE POURABLE SEALER K. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR THE PRESTRESSED CONCRETE PANELS AND CONNECTIONS SHALL BE DESIGNED FROM STANDARDS OF OF ROOF DECKING. STATE THE SIZE, GAUGE, AND FASTENING OF THE BOTTOM RUNNER TRACK. PROTECTION: 01 56 00 PREFABRICATED FLASHING THE PRECAST CONCRETE INSTITUTE (PCI) HANDBOOK, ACI-318, ACI-301 AND THE AISC MANUAL OF STEEL PROVIDE A DEFLECTION TRACK AT THE HEAD OF WALL CAPABLE OF 1 1/2" MOVEMENT AND CAPACITY TO TERMINATION BARS PROVIDE ALL BARRICADES OR OTHER TEMPORARY PROTECTION AS MAY BE REQUIRED FOR GENERAL CONSTRUCTION. RESIST THE LOADING ON IT FROM METAL STUD FRAMING LATERAL FORCES. DEFLECTION TRACK TO BE WALKWAY PADS AT ROOF HATCH AND RTU'S SAFETY AROUND ALL OPEN PITS OR TRENCHES IN PROJECT VICINITY. COMPLY TO ALL CURRENT OSHA FREQUENCY UL/CODE APPROVED FOR USE IN A RATED WALL, WHERE THE WALL IS CALLED TO BE RATED IN THE SECTION REQUIREMENTS FOR ALL APPLICABLE SAFETY STANDARDS. CONTINUOUS PERIODIC SHOP DRAWINGS: DRAWINGS. MEMBRANE APPLIED TO ALL VERTICAL SURFACES IS TO BE FULLY ADHERED TO MEMBRANE SUBSTRATE. COLD FORMED STEEL DECK (AISC S240) SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH PROVISIONS OF THESE SPECIFICATIONS PROVIDE MANUFACTURER'S STANDARD CORNER SPLICE AND LAP FLASHING DETAIL. PROVIDE FOR ANY LABOR LAW: 01 73 00 AND DESIGN DRAWINGS. SHOW COMPLETE INFORMATION FOR FABRICATION AND ERECTION OF THE ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR 8. MATERIAL VERIFICATION TASKS (PRIOR TO INSTALLATION): DIFFERENTIAL MOVEMENT BETWEEN THE VERTICAL AND HORIZONTAL SURFACE WITH MANUFACTURER'S EACH AND EVERY CONTRACTOR AND SUBCONTRACTOR PERFORMING WORK AT THE SITE OF THE A. PRODUCT IDENTIFICATION WORK, INCLUDING ALL DIMENSIONS, LOCATIONS OF INSERTS AND ANCHORAGE DEVICES, OPENINGS IN STANDARD CORNER EXPANSION JOINT UTILIZING A 'BULB' TYPE DESIGN WITH 2" DIA. NOMINAL MEMBERS, OR AS REQUIRED FOR ANY ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE PROJECT TO WHICH THIS CONTRACT RELATES, SHALL COMPLY WITH APPLICABLE PROVISIONS OF ALL B. VERIFY COMPLIANCE OF CONNECTORS PANELS, TYPES OF REINFORCEMENT AND LIFTING DEVICES. IN ADDITION, PLANS ARE TO BE PROVIDED CONTINUOUS FOAM ROD FILLER (IF REQUIRED BY MANUFACTURER). HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. C. DOCUMENT ACCEPTANCE OR REJECTION OF COLD-FORMED STEEL STRUCTURAL MEMBERS AND PERTINENT FEDERAL AND STATE LABOR LAWS. CONNECTORS WHICH AFFECT RELATED TRADES TO SHOW LOCATION, PLAN, DESIGN AND DETAILS OF ANCHORAGE DEVICES THAT ARE TO BE EMBEDDED IN AND/OR WELDED TO OTHER CONSTRUCTION. SUBMIT SHOP INSTALL MEMBRANE USING MANUFACTURER'S PRESCRIBED SECUREMENT AND TECHNIQUES. PROVIDE PROVIDE INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE IN ALL DOUBLE JAMB STUDS AND DOUBLE 9. MATERIAL VERIFICATION TASKS (AFTER INSTALLATION): A. PRODUCT IDENTIFICATION DRAWINGS ELECTRONICALLY (PRINTABLE PDF) FOR ARCHITECTURAL REVIEW. PERIMETER BASE SHEETS AND TERMINATION STRIPS WHERE MANUFACTURER'S SPECIFICATIONS HEADER MEMBERS, WHICH WILL NOT BE ACCESSIBLE TO THE INSULATION CONTRACTOR. CONTRACTOR HOUSEKEEPING: 01 74 13 B. VERIFY COMPLIANCE OF CONNECTORS DICTATE. PROPERLY CLEAN AND PREPARE MEMBRANE FOR LAPPING AND SPLICING. USE PRESCRIBED MAY USE ONE-PIECE JAMB/HEADER IN LIEU OF BUILT-UP MEMBERS, PROVIDED THEY ARE SIZED C. DOCUMENT ACCEPTANCE OR REJECTION OF COLD-FORMED STEEL STRUCTURAL MEMBERS AND PROVIDE DEADMAN POST SYSTEM TO SUPPORT PANELS AGAINST ALL LIVE AND DEAD LOAD FORCES CLEANING FLUIDS AND SPLICING ADHESIVES. LOCATE SPLICES SO AS NOT TO BUCK WATER. CAULK ACCORDINGLY. CLARK DIETRICH REDHEADER PRO AND HDS FRAMING SYSTEMS MAY BE USED WITH GENERAL CONTRACTOR IS TO KEEP SITE OF OPERATIONS FREE FROM ACCUMULATIONS OF RUBBISH CONNECTORS DURING ERECTION. POST SUPPORT TO REMAIN IN PLACE UNTIL ALL PRECAST PANELS ARE ERECTED, ALONG EDGE OF SEAM WITH CARLISLE E.P.D.M. LAP CAULK. OPENINGS TO BE FILLED WITH INSULATION. AND WASTE MATERIALS AT ALL TIMES. SUBCONTRACTORS ARE TO REMOVE AND DISPOSE OF THEIR 10. INSPECTION OF WELDING (PRIOR TO WELDING): ALL STRUCTURAL STEEL FRAMING IS SET AND CONNECTIONS MADE AND ALL METAL ROOF DECK IS RUBBISH ON A DAILY BASIS AND AT COMPLETION OF WORK. GENERAL CONTRACTOR IS TO ENSURE A. WPS AVAILABLE PROPERLY SET AND ATTACHED TO STEEL FRAMING. THE DEADMAN SUPPORT SYSTEM (DESIGN, STONE BALLAST SHALL BE SMOOTH, WATER WORN GRAVEL WITH ROUNDED EDGES AND CORNERS FASTENERS: STORAGE OF MATERIALS IS NEAT, CLEAN AND SECURE. B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVILABLE SPECIAL INSPECTIONS: 01 45 35 C. MATERIAL IDENTIFICATION (TYPE/GRADE) LOCATION, FREQUENCY, ETC.) IS SOLELY THE RESPONSIBILITY OF THE PRECAST SUPPLIER TO ENSURE (RIVER ROCK), RELATIVELY FREE OF FRACTURES, LOAM, SAND, OR OTHER FOREIGN SUBSTANCES, AND FASTENING OF COMPONENTS SHALL BE WITH SELF TAPPING SCREWS OR WELDING OF SUFFICIENT SIZE D. CHECK WELDING EQUIPMENT STABILITY OF HIS WORK DURING ERECTION AND UNTIL OTHER SUPPORTING BUILDING COMPONENTS ARE CONTAIN NO MORE THAN 4% FINES. BALLAST WITH SHARP OR JAGGED EDGES WILL BE REJECTED. TO INSURE THE STRENGTH OF THE CONNECTION. SCREWS SHALL BE MANUFACTURED BY BUILDEX, INC. SPECIAL INSPECTIONS, STRUCTURAL TESTING AND OTHER MATERIAL EVALUATIONS SHALL BE IN IN PLACE. GENERAL CONTRACTOR TO VERIFY ALL ROOF FRAMING IS INSTALLED AND ROOF DIAPHRAGM STONE BALLAST TO BE ASTM D-448 SIZE #4 USING ASTM C-136 METHOD OF TESTING, WITH A MINIMUM OF (DIVISION OF ILLINOIS TOOL WORKS INC.) OR EQUAL. WHERE PROTECTION AGAINST MOISTURE AND ACCORDANCE WITHCHAPTER 17 OF THE2021 EDITION OF THE INTERNATIONAL BUILDING CODE SPECIAL 11. INSPECTION OF WELDING (DURING WELDING): A. USE OF QUALIFIED WELDERS IS CONSTRUCTED PRIOR TO REMOVAL OF DEADMAN BRACING. 67% OF THE STONE LARGER THAN 1", LOOSE LAID OVER THE COMPLETE HORIZONTAL MEMBRANE CORROSIVE ENVIRONMENT IS NEEDED, SCREWS SHALL HAVE CLIMASEAL COATING AS SUPPLIED BY INSPECTIONS AND TESTING IS A QUALITY ASSURANCE PROGRAM INTENDED TO ENSURE WORK IS B. CONTROL AND HANDLING OF WELDING CONSUMABLES SYSTEM. APPLY AT A RATE OF 10 PSF IN THE FIELD, 12 PSF AROUND THE PERIMETER AND 15 PSF AT THE BUILDEX, INC. OR EQUAL. PERFORMED IN CONFORMANCE WITH THE DETAILS, NOTES AND STANDARDS CITED IN THE C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE) D. WPS FOLLOWED PERFORMANCE AND EXECUTION: CORNERS, AS A MINIMUM. ROOF MANUFACTURER TO ANALYZE/CERTIFY BALLAST REQUIREMENT AND CONSTRUCTION DRAWINGS. ALL WORK TO BE EXECUTED IN ACCORDANCE WITH BEST TRADE PRACTICES FOR FORMING, ENHANCEMENTS FOR GEOGRAPHICAL LOCATION, ROOF AREA, ROOF ELEVATION, ETC. USING ANSI/SPRI WELDS SHALL BE PERFORMED BY OPERATORS QUALIFIED IN ACCORDANCE WITH SECTION 6.0 OF THE 12. INSPECTION OF WELDING (AFTER WELDING): MANUFACTURE, TRANSPORT, STORAGE, ERECTION AND ANCHORAGE TO PRODUCE CLEAN, UNIFORM DOCUMENT RP-4 'WIND DESIGN STANDARD FOR BALLASTED SINGLE-PLY ROOF SYSTEMS'. GENERAL FOR AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE SHEET METAL (AWS D1.3/D1.3M). ALL WELDS THE OWNER IS TO ENGAGE AND CONTRACT WITH THE TESTING AGENCY FOR FIELD TESTING AND A. VERIFY COMPLIANCE OF WELDS B. WELDS MEET VISUAL ACCEPTANCE CRITERIA AND TRUE SURFACES. DEFECTIVE AND NON-CONFORMING WORK WILL BE REJECTED. THE BALLASTED SINGLE-PLY ROOF SYSTEMS. GENERAL CONTRACTOR TO INFORM ARCHITECT/ENGINEER SHALL BE TOUCHED UP WITH ZINC RICH PAINT. SPECIAL INSPECTIONS. THE OWNER MAY DIRECT THE TESTING AGENCY TO PERFORM ADDITIONAL FIELD C. VERIFY REPAIR ACTIVITIES WORK, TESTING, INSPECTIONS AND OBSERVATIONS BEYOND THE MINIMUM TESTS AND INSPECTIONS CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COST OF CORRECTIONS TO ANY OTHER WORK IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE NOTED BALLAST RATES AND MANUFACTURER'S D. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED CONNECTIONS AFFECTED BY OR RESULTING FROM CORRECTION TO PRECAST CONCRETE WORK. BALLAST ANALYSIS. ALL GALVANIZED STUDS AND JOISTS 12, 14 AND 16 GAUGE, SHALL BE FORMED FROM STEEL THAT NOTED IN THIS SECTION. 13. INSPECTION OF MECHANICAL FASTENING (PRIOR TO FASTENING): CORRESPONDS TO THE MINIMUM REQUIREMENTS OF ASTM AP 653, GRADE D WITH A MINIMUM YIELD OF A. MECH. FASTENER MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECH. FASTENERS 50,000 PSI. THE CONTRACT BETWEEN OWNER AND TESTING AGENCY IS TO STATE THE MATERIALS, SYSTEMS, B. PROPER TOOLS AVAILABLE FOR MECH. FASTENER INSTALLATION MATERIALS: REQUIRED BALLAST SHALL BE FULLY PLACED AT THE END OF EACH WORK DAY TO PREVENT WIND UPLIFT COMPONENTS, AND WORK REQUIRED TO HAVE SPECIAL INSPECTIONS. THE TYPE AND EXTENT OF EACH C. PROPER STORAGE FOR MECH. FASTENERS ALL MATERIALS TO BE CLEAN AND NEW AND TO COMPLY WITH ARTICLES LISTED BELOW AS A MINIMUM OF MEMBRANE AND INSULATION DURING THE INSTALLATION PERIOD. EDGES TO BE SECURED TO PREVENT FLAPPING OR MOVEMENT CAUSING DISPLACEMENT OF BALLAST OR OTHER ROOFING ALL GALVANIZED 18 AND 20 GAUGE STUDS AND JOISTS, ALL GALVANIZED TRACK, BRIDGING, END SPECIAL INSPECTION AND/OR TEST. IDENTIFY EACH SPECIAL INSPECTION AS BEING CONTINUOUS, 14. INSPECTION OF MECHANICAL FASTENING (DURING FASTENING): STANDARD: MATERIALS. CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE PERIODIC OR QUANTITATIVE. PROVIDE THE RATE/QUANTITY OR PERIOD AS APPLICABLE TO EACH A. MECH. FASTENERS ARE POSITIONED AS REQUIRED B. MECH. FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS PORTLAND CEMENT: ASTM C150, TYPE I, EXCEPT USE TYPE III WHERE REQUIREMENTS OF ASTM A653, GRADE A, WITH A MINIMUM YIELD OF 33,000 PSI. SPECIAL INSPECTION. EACH SPECIAL INSPECTION IS TO REFERENCE THE APPLICABLE TESTING STANDARD, METHOD, AND FREQUENCY. HIGH EARLY STRENGTH IS REQUIRED PROVIDE SOLID PAVERS (18"-24"x18"-24" NOM.) AT STEP OFF AREA OF ROOF SCUTTLE, AND IN FRONT OF 15. INSPECTION OF MECHANICAL FASTENING (AFTER FASTENING): A. VERIFY COMPLIANCE OF MECH. FASTENERS EACH SERVICE PANEL OF ROOF TOP UNITS. PROVIDE MNFR. APPROVED SLIP SHEET OR REINFORCED ALL GALVANIZED STUDS, JOISTS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL B. REPAIR ACTIVITIES COURSE AGGREGATE AND SAND: ASTM C33 MEMBRANE UNDER EACH PAVER. HAVING A PROTECTIVE COATING OF CP60 MINIMUM (G60, A60 AZ50 AND GF30 AS INCLUDED), MEETING THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES ARE SUBJECT C. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICALLY FASTENED CONNECTIONS THE REQUIREMENTS OF ASTM A653/A653M. TO THE APPROVAL OF THE BUILDING OFFICIAL. THE CREDENTIALS OF ALL SPECIAL INSPECTION AGENCIES, INSPECTORS AND TESTING TECHNICIANS SHALL SUBMITTED TO THE LOCAL BUILDING PRESTRESSED STEEL STRANDS: ASTM A416 FLASHING SHALL BE MEMBRANE ROOFING PER MANUFACTURER'S RECOMMENDATIONS AND SHALL INCLUDE ADHESIVES, TAPES, FLASHINGS, CEMENTS, AND SEALANTS. IT SHALL BE OF A TYPE, FRAMING COMPONENTS MAY BE PREASSEMBLED INTO PLACES PRIOR TO ERECTING. PREFABRICATED OFFICIAL. FREQUENCY THICKNESS, AND SIZE APPROPRIATE FOR THE APPLICATION. PANELS SHALL BE SQUARE WITH COMPONENTS ATTACHED IN A MANNER AS TO PREVENT RACKING. SECTION REINFORCING STEEL: ASTM A615, GRADE 60 CONTINUOUS PERIODIC THE PERSON ADMINISTERING THE SPECIAL INSPECTION PROGRAM IS TO BE A LICENSED AND OPEN WEB STEEL JOISTS AND JOIST GIRDERS THE ROOF SYSTEM SHALL BE INSTALLED ONLY BY A QUALIFIED CONTRACTING FIRM WHICH IS APPROVED MISCELLANEOUS METAL: 05 51 00 REGISTERED ENGINEER (PROFESSIONAL OR STRUCTURAL) IN GOOD STANDING WITH THE STATE IN (IBC 1705.2.3) MISCELLANEOUS STEEL: ASTM A36 WHICH THE PROJECT IS LOCATED. THE PERSON ADMINISTERING THE PROGRAM IS TO BE EXPERIENCED 16. INSTALLATION OF OPEN WEB STEEL JOISTS AND JOIST GIRDERS: BY THE SINGLE-PLY MEMBRANE ROOFING SYSTEM MATERIALS MANUFACTURER. CONTRACTOR SHALL FURNISH AND INSTALL ALL MISCELLANEOUS ITEMS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AND POSSESS KNOWLEDGE OF THE DESIGN OF BUILDINGS OF THIS TYPE. A. END CONNECTIONS - WELDING OR BOLTED FOLLOW ALL SPECIFICATIONS OUTLINED BY THE ROOF MANUFACTURER INCLUDING (BUT NOT LIMITED B. BRIDGING - HORIZONTAL OR DIAGONAL STEEL ANCHORS, INSERTS, COILS AND BOLTS: ASTM F3125 TO) DELIVERY AND STORAGE OF MATERIALS, HANDLING AND INSTALLATION, FLASHINGS AND EDGE STEEL GUARD POST: @ 60,000 PSI ASTM A307 TERMINATIONS, LAPS AND SPLICES, AND DECK/BASE/SUBSTRATE PREPARATION. ALL BASE SHALL BE AT LOCATIONS INDICATED. BOLLARDS SHALL BE ASTM A53, GRADE B, FILLED SOLID WITH 3,000 INDIVIDUALS PERFORMING SPECIFIC TESTS AND INSPECTIONS ARE TO BE QUALIFIED, TRAINED AND EXPERIENCED AT THE WORK THEY ARE PERFORMING. WHERE REQUIRED AND APPLICABLE, INDIVIDUALS COMPONENTS (INSULATION AND ALIKE) TO BE PLACED ON DECK OR BASE SUBSTRATE CLEAN, SMOOTH, PSI CONCRETE AND CROWNED TO PROJECT (3" AT 6" AND 8" DIA. PIPE, 2" AT 4" DIA. PIPE) ABOVE THE TOP INSULATION: SHALL BE POLYSTYRENE ARE TO BE CERTIFIED BY THE APPROPRIATE REGULATORY BODY SUCH AS A.C.I., A.I.S.C., A.W.S., ETC. FREQUENCY AND FREE OF FOREIGN DEBRIS, MATERIALS, GREASE, AND ALIKE. DECK/BASE/ SUBSTRATE TO BE 90% OF THE PIPE AS DETAILED ON DRAWINGS. SECTION CONTINUOUS PERIODIC DRY, WITH NO VISIBLE SIGNS OF MOISTURE; FROST, SNOW, DEW, RAIN, OR ALIKE. NO MATERIAL IS TO BE WATER: CLEAN AND VOID OF ALL DELETERIOUS MATERIALS STEEL STAIRS AND LANDING: THE SPECIAL INSPECTOR IS TO BE: CONCRETE (IBC TABLE 1705.3) LAID OVER DECKING OR SUBSTRATE WHICH IS NOT PROPERLY DRIED AND FREE OF CONTAMINANTS. PIONEER ENGINEERING AND ENVIRONMENTAL SERVICES, LLC 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS & PLACEMENT. SHALL BE CONSTRUCTED WITH ASTM A-36 STEEL AND SHALL MEET CODE REQUIREMENTS FOR STAIR 2753 W. 31ST STREET 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH IBC TABLE 1705.3 LOADS. STAIRS AND LANDINGS DESIGNED FOR A MINIMUM 100 PSF LIVE LOAD AND 300 POUND 3. INSPECTION OF ANCHORS CAST IN CONCRETE ANY STEEL HARDWARE EMBEDDED INTO THE PANEL WHICH IS EXPOSED TO THE EXTERIOR OF THE AT THE END OF EACH WORKDAY, ALL FLASHINGS, TERMINATIONS, AND NIGHT TIE-OFFS MUST BE CONCENTRATED LOAD. ALL COMPONENTS TO BE PRIMED AND PAINTED WITH RUST-INHIBITIVE PAINT CHICAGO, ILLINOIS 60608 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. BUILDING IS TO BE HOT-DIPPED GALVANIZED. PAINT IN THE FIELD ANY PORTION WHERE THE COMPLETED FOR EACH ROOF SECTION. SECURE IN-PLACE MATERIAL TO PREVENT WIND UPLIFT OF UNLESS NOTED TO BE GALVANIZED IN THE DRAWINGS. TREADS AND LANDING TO BE GALVANIZED AND PHONE: 773.722.9201 5. VERIFY USE OF REQUIRED DESIGN MIX. 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, GALVANIZING IS REMOVED DUE TO WELDING. STEEL LOCATED IN THE EXTERIOR FACE OF THE PANELS MEMBRANE AND INSULATION. EDGES TO BE SECURED TO PREVENT FLAPPING OR ACCUMULATION OF AIR SUPPORTED ON CARRIER ANGLES. TREADS TO BE TYPE 11W4 1 1/4" DEEP OPEN GRATING WITH 4" PERFORM SLUMP & AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. ARE TO BE APPROVED BY THE ARCHITECT. BENEATH THE MEMBRANE. PROTECT DECKING/SUBSTRATE ALONG THE EDGES OF MEMBRANE TO LENGTH PARALLEL TO BUILDING. LANDINGS TO BE SAME. HANDRAILS TO BE FULLY WELDED AND THE TESTING AGENT/AGENCY IS TO HAVE NO CONTRACTUAL, FISCAL OR OTHER OBLIGATIONS TO THE 7. INSPECTION OF CONCRETE & SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. CONTRACTOR, SUB-CONTRACTOR OR ANY OTHER ENTITY WHOSE WORK IS TO BE INSPECTED ON BEHALF 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE & TECHNIQUES. ENSURE NO MOISTURE PENETRATES, WEEPS, OR FLOWS BENEATH/BEHIND COVERED WORK. ANY PRIMED AND PAINTED WITH RUST-INHIBITIVE PAINT. PROVIDE ASTM A-53, GRADE B, MATERIAL 9. INSPECTION OF PRESTRESSED CONCRETE: FOR MATERIALS NOT SPECIFIED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, BUT REQUIRED MOISTURE FOUND TO HAVE PERMEATED INTO, OR BEHIND, COMPLETED WORK TO BE REMOVED AND FABRICATED PER DETAILS FOR RAILING HEIGHTS, RUNS, GUARDS, AND EXTENSIONS. OF THE OWNER. ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THE OWNER, ARCHITECT AND A. APPLICATION OF PRESTRESSING FORCES FOR A COMPLETE AND PROPER INSTALLATION, PROVIDE NEW MATERIALS, FIRST QUALITY OF THEIR REPLACED WITH CLEAN, DRY MATERIALS. BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF ANY SPECIAL INSPECTION. B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC FORCE RESISTING SYSTEM RESPECTIVE KINDS, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE REVIEW OF THE ARCHITECT STEEL LADDER AND CAGE: 05 51 33 10. ERECTION OF PRECAST CONCRETE MEMBERS 11. FOR PRECAST CONCRETE DIAPHRAM CONNECTIONS OR REINFORCEMENT AT JOINTS CLASSIFIED AS AND THE OWNER'S REPRESENTATIVE. PROVIDE A TEN (10) YEAR TOTAL SYSTEMS MANUFACTURER'S WARRANTY FROM THE DATE OF THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING SPECIAL SHALL BE CONSTRUCTED WITH ASTM A-36 STEEL AND SHALL MEET CURRENT OCCUPATIONAL SAFETY MODERATE OR HIGH DEFORMABILITY ELEMENTS (MDE OR HDE) IN STRUCTURES ASSIGNED TO SEISMIC INSPECTIONS AND TESTING. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR, AGENCY OR DESIGN CATEGORY C, D, E, OR F. INSPECT SUCH CONNECTIONS AND REINFORCEMENT IN THE FIELD FOR MANUFACTURER'S ACCEPTANCE OF THE INSTALLATION. WARRANTY SHALL COVER ALL COMPONENTS AND HEALTH ADMINISTRATION (OSHA) MANUAL, STANDARDS. DESIGN TO INCLUDE CAGES, PLATFORMS FABRICATION: OF THE ROOFING SYSTEM AS PROVIDED BY, OR APPROVED BY, ROOFING MATERIALS MANUFACTURER. TESTING LAB AT LEAST 24 HOURS IN ADVANCE OF REQUIRED INSPECTION OR TEST. UNINSPECTED SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE BEING FORMED. AND EXTENSION POST AS INDICATED ON PLANS. WORK RESULTING FROM LACK OF ADEQUATE NOTICE MAY BE REJECTED SOLELY ON THAT BASIS. ALL CONCRETE TO BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ACI 301, ACI 304, ACI 311, WARRANTY SHALL BE WITHOUT MONETARY LIMITATION (NDL), AND SHALL BE NON-PRORATED AND ACI 318, ACI 347, ACI 533, CRSI MANUAL OF STANDARD PRACTICE, PCI-MNL-116, AWS D1.1, AWS D1.4/D1.4M. NON-DEPRECIATING. WARRANTY SHALL INCLUDE MAXIMUM WIND SPEED COVERAGE FOR PEAK GUSTS LADDER SAFETY SYSTEM: WORK THAT IS REQUIRED TO BE INSPECTED SHALL NOT BE COVERED OR BECOME INACCESSIBLE UNTIL FREQUENCY OF 55 M.P.H. AT 10 METERS (33') ABOVE GROUND LEVEL. NEW AND/OR REPLACED FIXED LADDERS THAT EXTEND MORE THAN 24 FEET ABOVE A LOWER LEVEL AFTER THE WORK HAS BEEN INSPECTED/TESTED. SECTION CONCRETE STRENGTH SHALL BE AT LEAST 5,000 PSI AT 28 DAYS AND SHALL BE AT LEAST 3,500 PSI AT SHALL BE EQUIPPED WITH A PERSONAL FALL ARREST SYSTEM OR A LADDER SAFETY SYSTEM IN CONTINUOUS PERIODIC RELEASE. GENERAL CONTRACTOR TO COORDINATE AND VERIFY WITH OWNER FOR ANY FACTORY MUTUAL DESIGN ACCORDANCE WITH CURRENT OSHA REQUIREMENTS. THIS SAFETY SYSTEM SHALL BE PROVIDED BY SOILS (IBC TABLE 1705.6) THE G. C. SHALL PROVIDE INCIDENTAL LABOR AND FACILITIES TO PROVIDE ACCESS TO THE WORK TO BE OR INSURANCE REQUIREMENTS. IF REQUIRED, G.C. TO CONTACT LOCAL FM OFFICE AND ARRANGE FOR THE OWNER. INSPECTED OR TESTED, TO OBTAIN AND HANDLE SAMPLES AT THE SITE OR AT THE SOURCE OF 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CONCRETE BACK SIDE SHALL BE FLOATED SMOOTH, FREE FROM OIL, GREASE, TROWEL MARKS, MEETING BETWEEN ROOFER, OWNER, ARCHITECT, ENGINEER, AND GENERAL CONTRACTOR TO DISCUSS CAPACITY. PRODUCTS AND NOTEDTO BE TESTED, TO DISCREPANCY FACILITATE TESTS AND INSPECTIONS, STORAGE AND CURING OF TEST CORRECTIONS. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH & HAVE REACHED PROPER MATERIAL. HONEYCOMBING AND EXPOSED AGGREGATE. AND CONFIRM REQUIREMENTS OF ROOF DESIGN. WELDING: SAMPLES. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY MANUAL 4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT & MAKE EXPOSED EDGES SQUARE WITH MINIMUM RADIUSED INTERIOR CORNERS AND CHAMFERED ROOF CONTRACTOR TO INCLUDE RUN-OFF FLOW DIVERTERS AS DETAILED ON THE DRAWINGS. AND SPECIFICATIONS AND THE AISC MANUAL. ALL WELDS SHALL BE AS NOTED. ALL WELDS NOT NOTED COMPACTION OF COMPACTED FILL. THE SPECIAL INSPECTION AGENCY SHALL HAVE ALL NECESSARY EQUIPMENT AND TOOLS TO PERFORM 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN EXTERIOR CORNERS. MAKE FLAT SURFACES INTO A TRUE PLANE. DIVERTERS TO BE ARRANGED TO PREVENT FREE FLOW OUT OF SCUPPERS. DIVERTERS MAY ALSO SHALL BE A MINIMUM 3/16" AND CONTINUOUS. THE INSPECTIONS, WITH ALL EQUIPMENT BEING PROPERLY CALIBRATED AND FUNCTIONING FOR ITS PREPARED PROPERLY. SERVE TO DIRECT FLOW AROUND SCUPPERS AND PREVENT FLOW TO SECONDARY ROOF HEADS. ROOF INTENDED USE. ADDITIVES OR MIXTURES CONTAINING CALCIUM CHLORIDE WILL NOT BE PERMITTED IN THE CONCRETE. CONTRACTOR TO PROVIDE DIVERTERS THAT HAVE A MINIMUM 4"H VERTICAL FACE ABOVE ROOF SURFACE. DIVERTERS TO BE OF GALVANIZED METAL OR ALUMINUM ANGLE SHAPE THAT CAN BE FULLY THE SPECIAL INSPECTION PROGRAM SHALL IN NO WAY RELIEVE THE GENERAL CONTRACTOR OR ANY FINAL CLEANING: 01 74 14 TOLERANCES SHALL BE 1/8" IN WIDTH, 1/2" IN LENGTH AND 1/4" IN DEPTH FOR OVERALL DIMENSIONS. ALL ADHERED TO ROOF MEMBRANE SURFACE. SHARP EDGES AND CORNERS ARE TO BE RADIUSED TO SUB-CONTRACTOR FROM THEIR OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH THE CONTRACT EACH CONTRACTOR AND SUBCONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TOOLS, EQUIPMENT, WINDOW AND DOOR TOLERANCES ARE TO BE 1/4". ELIMINATE ANY SHARP POINT. DOCUMENTS, FROM IMPLEMENTING AN EFFECTIVE QUALITY CONTROL PROGRAM OR COMPLYING WITH SURPLUS MATERIALS AND RUBBISH PERTAINING TO THEIR WORK AND COOPERATE WITH THE GENERAL ALL SAFETY REGULATIONS (INCLUDING OSHA's CURRENT STANDARDS.) ALL WORK THAT IS SUBJECTED CONTRACTOR AND OWNER IN FINAL CLEANING OF THE SITE. TO SPECIAL INSPECTIONS SHALL FIRST BE REVIEWED BY THE CONTRACTOR'S QUALITY CONTROL PERSONNEL. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SITE SAFETY. GUARANTEE: 01 78 36 PROVIDE ONE YEAR GUARANTEE ON ALL MATERIALS AND WORKMANSHIP FROM THE DATE OF THE APPROVED SPECIAL INSPECTIONS AGENCY SHALL SUBMIT REPORTS TO THE BUILDING CODE SUBSTANTIAL COMPLETION, UNLESS NOTED OTHERWISE. OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AFTER EACH UTILITIES: 02 01 00 INSPECTION OR TEST. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETE PRIOR TO CONSTRUCTION, LOCATE AND DO NOT DISTURB UTILITY LINES, INCLUDING GAS, WATER, IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE SEWER, COMMUNICATIONS, OR DISCONNECT SAME, UNLESS PROPER PRECAUTIONS ARE TAKEN TO BROUGHT TO THE ATTENTION OF THE BUILDING CODE OFFICIAL AND DESIGN PROFESSIONAL PRIOR TO PROVIDE THE SAME UTILITIES ON A TEMPORARY OR PERMANENT BASIS, WITHOUT LOSS OF CONTINUITY. COMPLETION OF THAT PHASE OF WORK. AT COMPLETION OF EACH SPECIAL INSPECTION AGENCIES WORK, THE AGENCY SHALL SUBMIT A FINAL REPORT DOCUMENTING THE SPECIAL INSPECTIONS, TESTS Page 172 of 328  S P E C I F I C A T I O N S VAPOR BARRIER (BENEATH CONC SLAB): 07 26 16 HOLLOW METAL DOORS AND FRAMES: 08 13 13 DOOR HARDWARE: 08 71 00 TILING: 09 30 00 ROUGH CARPENTRY: 06 10 00 SHALL BE 15 MIL. THICK POLYETHYLENE FILM VAPOR BARRIER WHERE INDICATED. FILM SHALL BE ALL DOOR FRAMES SHALL BE 16 GA. STEEL FRAMES MORTISED, DRILLED, AND CAPPED TO RECEIVE PROVIDE THE FOLLOWING HARDWARE WHERE INDICATED IN THE DOOR SCHEDULE. MASTER KEY ANY RIGID TILE OR FLOORING LAID OVER A COLD JOINT OR SAWCUT CONTROL JOINT OF THE CONCRETE ALL ROUGH LUMBER SHALL CONFORM TO 'VOLUNTARY PRODUCTS STANDARDS' PS-20 FOR AMERICAN PLACED IN THE GREATEST WIDTHS AND LENGTHS PRACTICABLE. JOINTS SHALL BE LAPPED A MINIMUM HINGES, LOCK STRIKE, SILENCERS, AND CLOSERS WHERE REQUIRED. DOUBLE RABBET FRAME STYLE. SYSTEM TO BE USED SHALL BE 'BEST' COMPATIBLE AND APPROVED BY OWNER. G.C. TO COORDINATE SLAB SUBSTRATE IS TO HAVE A FLOORING CONTROL JOINT DIRECTLY OVER THE SLAB JOINT FOR THE SOFTWOOD LUMBER AND PS-1 FOR STRUCTURAL PLYWOOD. OF 6" AND SEALED WITH AN APPROVED ADHESIVE. REPAIR OR REPLACE TORN, PUNCTURED, OR FRAMES TO BE F-SERIES (2" FACE), AS MANUFACTURED BY STEELCRAFT. PROVIDE 4" HEAD AT MASONRY MASTER KEYING WITH OWNER/TENANT. ALL EXTERIOR DOORS TO HAVE KEYED LOCKS (CYLINDER FULL LENGTH OF THE FLOORING. THE CONTROL JOINT IS TO BE THE MANUFACTURER'S STANDARD FOR DAMAGED FILM PRIOR TO PLACING CONCRETE. STEGO WRAP OR EQUAL WITH COMPATIBLE TAPES AND OPENINGS, AS DETAILED ON DRAWINGS. PROVIDE FRAMES DEEPER THAN 5-3/4" WHERE REQUIRED, DUE U.N.O.) APPROPRIATE AND APPLICABLE TO THEIR FUNCTION. SCHLAGE, VON DUPRIN, AND LCN ARE TO THE FLOORING MATERIAL, TYPE OF JOINT, AND LENGTH OF RUN. THE CONTROL JOINT SHALL INCLUDE FRAMING LUMBER: ADHESIVES. RETURN EDGES UP AGAINST PERIMETER WALLS, PENETRATIONS, AND ABUTMENTS. SEAL TO WALL DEPTH. PROVIDE FE-SERIES WHERE DOUBLE EGRESS DOORS ARE PROVIDED. CECO BE PROVIDED WITHOUT SUBSTITUTION. ELECTRONIC DOOR CONTROLS SHALL BE FAIL SECURE UNLESS ALL NECESSARY UNDERLAYMENT, SLIP SHEETS, METAL EDGING, AND ALL OTHER COMPONENTS CONSTRUCTION GRADE 1200 F WEST COAST DOUGLAS FIR, MAXIMUM MOISTURE CONTENT 19%, EDGES TO PERIMETER WALLS BELOW FINISHED FLOOR ELEVATION AND TO ANY OTHER PENETRATION SU-SERIES, AND REPUBLIC UNIVERSAL FRAMES AS EQUAL. NOTED OTHERWISE. REQUIRED FOR AN INSTALLATION THAT ALLOWS MOVEMENT OF THE SUBSTRATE WITHOUT DAMAGE, E=1,500,000. THRU THE SLAB. CRACKING, BUCKLING, OR ANY OTHER FAILURE OF THE TILE OR RIGID FLOORING. ALL FRAMES TO BE FULLY WELDED, CORNERS MITERED, AND GROUND SMOOTH. ALL LABEL DOORS AND DOOR HARDWARE IS TO BE BHMA GRADE 1 AND CAPABLE OF SERVING HEAVY USE IN AN INDUSTRIAL SOFT PLYWOOD MINIMUM A-C EXT. DFPA. ROOF ACCESSORIES: 07 72 33 FRAMES SHALL CARRY UL LABEL, CLEARLY MARKED. PROVIDE ANCHORAGE FOR WALL TYPE IN WHICH BUILDING TYPE, WITH COMMERCIAL OFFICE. MANUFACTURERS ARE TO BE INDUSTRY MAINSTAYS WITH PROVIDE STAINLESS STEEL TRANSITION EDGES, REDUCERS, ETC. AS MANUFACTURED BY SCHLUTER, ROOF HATCH/SCUTTLE: FRAME IS TO BE INSTALLED. HORIZONTAL RAILS AT FLOOR ELEVATION TO BE 4" HIGH. FRAME PROFILE REPRESENTATION, SERVICE CENTERS, AND TECHNICAL ASSISTANCE AVAILABLE IN NORTH AMERICA. OR EQUAL, AT ALL EXPOSED EDGES OF TILE, AND AT TRANSITIONS WITH OTHER FLOORING MATERIALS. WOOD BLOCKING, CANTS, CURBS, ETC., ASSOCIATED WITH ROOFING SHALL BE BOLTED TO STRUCTURAL ROOF HATCH SHALL BE BILCO TYPE S, 2'-6"x3'-0" WITH 12" INSULATED (1" FIBERBOARD) CURB WITH TO BE PROVIDED FOR APPROPRIATE WALL TYPE, E.I. DRYWALL, FLUSH, PRECAST, MASONRY, OR OFFSHORE COMPANIES, AND PRODUCTS MANUFACTURED OUTSIDE OF NORTH AMERICA, ARE NOT WHERE APPLICABLE, TRANSITIONS TO OCCUR UNDER DOORS. PROVIDE VINYL TRANSITION STRIPS FRAMING OR WALL TO RESIST WIND, SHRINKAGE AND OTHER FORCES IMPOSED BY THE ROOFING INTEGRAL CAPFLASHING, FULLY WELDED CORNERS AND 3 1/2" FLANGE FOR MOUNTING TO DECK. ROOF MULTI-PURPOSE. ALLOWED. ALONG EDGES OF VINYL TILE AND CARPET (ARMSTRONG OR EQUAL). PROVIDE SOLID STRIP OF RAISED SYSTEM. HATCH SHALL BE SECURELY BOLTED OR WELDED TO METAL ROOF DECK OR BUILT-UP WOOD CURB AND CULTURED STONE OR SOLID RESIN THRESHOLD ACROSS ALL DOOR SWAYS AT TOILET ROOMS. CAULK SUPPORTED ON STEEL ANGLE FRAMING. COVER TO BE BREAKFORMED, HOLLOW METAL DESIGN WITH 1" HOLLOW METAL DOORS SHALL BE FLUSH, SEAMLESS, 18 GA. SHEET STEEL (16 GA. FOR EXTERIOR EXTERIOR PULL HANDLE KAWNEER CO-9 TO FORM BARRIER TO EXTERIOR. TRANSITION STRIPS AND EDGES TO COMPLY WITH ACCESSIBILITY WOOD NAILERS USED TO SECURE CLEATS FOR COPINGS, FASCIAS AND GRAVEL STOPS ARE TO BE CONCEALED FIBERGLASS INSULATION WITH 3" OVERLAPPING FLANGE AND EPDM RUBBER GASKET DOORS), W/ FACTORY APPLIED, BAKED-ON, RUST INHIBITING PRIMER. INTERIOR CORE TO BE FULL (ALUMINUM DOORS) REQUIREMENTS. NON-TREATED OR SBX TREATED. IF THE WOOD IS TREATED THEN ONLY STAINLESS STEEL OR E-COATED CONTIN. SLAM LATCH WITH INTERIOR AND EXTERIOR HANDLES AND PADLOCK HASP. COMPRESSION HONEYCOMB AT INTERIOR DOORS. EXTERIOR DOORS TO HAVE POLYSTYRENE CORE WITH U-FACTOR = STEEL FASTENERS MAY BE USED. ANY FASTENER USED IS TO BE FACTORY MUTUAL COMPLIANT AND BE SPRING LIFT ASSISTANCE WITH HOLD-OPEN ARM AND GRIP HANDLE RELEASE. PROVIDE ALL HARDWARE 0.38 MAX. (WHEN TESTED PER ASTM C1363). FIRE RATED DOORS TO HAVE POLYSTYRENE CORES AND BE LOCKSET (EXTERIOR) SCHLAGE MODEL L9453 PROVIDE A QUANTITY EQUAL TO NO LESS THAN 2% OF TOTAL MATERIAL PROVIDED. GC TO COORDINATE FASTENED AT 24" O/C MAX WITH (2) FASTENERS AT EACH END AS A MINIMUM. THE NAILERS MUST BE FOR A COMPLETE INSTALLATION. ADJUST SPRING TENSION AFTER INSTALLATION. UL LISTED/APPROVED. DOORS TO BE FLUSH ACROSS BOTH TOP AND BOTTOM, W/ 14 GA. INVERTED TOP MORTISED LEVER DESIGN 07 A STORAGE LOCATION WITH TENANT. GC TO SAFEGUARD ALL MATERIAL UNTIL TENANT TAKES FASTENED TO RESIST ANTICIPATED UPLIFT FORCES OF THE GEOGRAPHICAL LOCATION, ELEVATION AND BOTTOM CHANNELS. BEVELED HINGE AND LOCK EDGES. DOORS TO BE L-SERIES, BY STEELCRAFT. POSSESSION OF SPACE. ABOVE GRADE, ROOF TYPE, AREA OF ROOF AND LOCATION OF NAILER (PERIMETER, CORNER, INSIDE SPRAY FIREPROOFING: 07 81 00 CECO IMPERIAL QMAX CORE (EXTERIOR DOORS) AND REGENT HONEYCOMB CORE (INTERIOR DOORS) LOCKSET (INTERIOR) SCHALGE MODEL ND50PD CORNER, ETC.) AS OUTLINED IN THE ANS-SPRI DOCUMENT ES-1. PROVIDE SPRAY FIREPROOFING ON STEEL FRAMING AS NOTED ON THE DRAWINGS. COMPLY WITH U.L. ARE APPROVED EQUAL. REPUBLIC DL-SERIES DOORS ARE APPROVED EQUAL, FOR THE SAME LEVER DESIGN, ATHENS FOR ANY FLOOR COVERING NOT OCCURRING OVER A SLAB WITH A VAPOR BARRIER BENEATH; PROVIDE AND MANUFACTURER'S REQUIREMENTS. PRODUCT TO BE MONOKOTE AS MANUFACTURED BY GRACE OR USE/PROPERTIES NOTED ABOVE. AN EPOXY MOISTURE BARRIER COATING EQUAL TO TEC LIQUIDAM BY H.B. FULLER. PROVIDE AN PROVIDE FIRE-TREATED WHERE REQUIRED BY CODE. APPROVED EQUAL. PRIVACY SET SCHLAGE MODEL ND40S ALTERNATE PRICE (CREDIT) TO DELETE THE PRODUCT IF MEASURED VAPOR TRANSMISSION IS WITHIN PROVIDE 1/4" CLEAR TEMPERED GLASS (RATED SAFETY GLASS WHERE REQUIRED BY CODE) AS LEVER DESIGN, ATHENS THE FLOORING PRODUCT'S REQUIREMENTS, AS SET FORTH BY MANUFACTURER. PROVIDE ALL WOOD BLOCKING REQUIRED TO INSTALL WALL MOUNTED CABINETS, SHELVING, GRAB FIRESTOPPING: 07 84 00 INDICATED IN DOOR SCHEDULE; EXTERIOR GLASS TO BE 1" INSULATED WHERE INDICATED IN DOOR BARS, FIXTURES, TOILET ACCESSORIES, TOILET PARTITIONS, WHITEBOARDS, WALL MOUNTED DOOR W-L-3065 CABLE BUNDLE THRU GYP BD/CAULKING AT RATED PENETRATIONS TO BE TREMSTOP SCHEDULE; SAFETY GLAZING TO BE 1/4" LAMINATED (1/8", LAMINATE, 1/8"). THE STYLE OF LITE TO BE PASSAGE SET SCHALGE MODEL ND10S PORCELAIN AND CERAMIC TILE: 09 30 13 STOPS, BULLETIN BOARDS, TIME CLOCKS, DISPLAYS, TV'S/MONITORS, AND SYSTEMS FURNITURE WALL MANUFACTURER'S STANDARD FOR THE TYPE INDICATED ON DOOR SCHEDULE. LEVER DESIGN, ATHENS ALL FLOOR TILE TO BE INSTALLED PER TCNA GUIDELINES F-125-PARTIAL INTERIOR FLOORS OVER INTUMESCENT FOR THE HOURS NECESSITATED BY THE REQUIRED RATING. PROVIDE MINERAL FIBER STARTS. ALL BLOCKING LOCATED IN CAVITIES THAT ARE NOT CLOSED-OFF AND IN FIRE RATED WALLS BACKING AT A DEPTH REQUIRED BY CAULKING MANUFACTURER FOR REQUIRED RATING. CONCRETE. AND/OR PARTITIONS SHALL BE FIRE-RETARDANT TREATED FOR CONCEALED SPACE USE. GENERAL OVERHEAD SECTIONAL DOORS: 08 36 13 STOREROOM LOCK SCHLAGE MODEL ND80PD CONTRACTOR IS TO COORDINATE AND VERIFY ALL BLOCKING PLACED IN WALL FRAMING AS REQUIRED ADDITIONAL FIRESTOPPING PRODUCTS APPROVED FOR USE INCLUDE: OVERHEAD DOORS TO BE STEEL-POLYUERTHANE-STEEL, FOAMED IN PLACE SANDWICH PANEL WITH A LEVER DESIGN, ATHENS ALL WALL TILE TO BE INSTALLED PER TCNA GUIDELINES W224C INTERIOR WALLS OVER WOOD OR METAL PRIOR TO WALLS BEING COVERED. HILTI: FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT THERMAL BREAK BETWEEN FACE SHEETS AND A MAXIMUM U= ##.# FACE SHEETS TO BE PREPAINTED, STUDS. HILTI: FIRESTOP JOINT SPRAY (CFS-SP WB) HOT-DIPPED, GALVANIZED SECTIONS IN 2' HIGH NOMINAL SECTIONS. SECTIONS TO BE OF TONGUE AND CLOSER (SURFACE MOUNTED) LCN MODEL 4000 SERIES WITH FINISH CARPENTRY: 06 20 23 GROOVE DESIGN WITH GASKETS TO PREVENT AIR AND WEATHER INTRUSION. END STILES TO BE 16 NOTE: NO SUBSTITUTIONS CUSH N STOP ARM AS NOTED ON ALL WALL TILE NOT EXTENDING FULL HEIGHT SHALL END WITH A BULLNOSE TRIM. 3M: FIRE BARRIER SEALANT CP 25WB+ FINISH CARPENTRY CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT AND THE MATERIAL GAUGE AND GALVANIZED. INTERMEDIATE SECTIONAL FRAMING TO BE GALVANIZED AND OF SUFFICIENT SCHEDULE (PUSH SIDE MTD.) TREMSTOP: SILICONE (FYRE-SIL) SIZED PER MANUFACTURER'S NECESSARY FOR A COMPLETE JOB. THE FOLLOWING ITEMS ARE SOME OF THE ITEMS TO BE INSTALLED TREMSTOP: ACRYLIC (GC) STRENGTH TO RESIST WIND LOADING IMPOSED ON DOOR. SECTIONAL HINGES TO BE 16 GAUGE MIN. AND UTILIZE ALL AVAILABLE SANITARY COVE, INSIDE AND OUTSIDE CORNER TRIMS FOR SURFACE RECOMMENDATIONS BY THE FINISH CARPENTRY CONTRACTOR (SEE DRAWINGS AND VERIFY WITH G.C. ALL OTHER ASPECTS GALVANIZED. INCLUDE THE FOLLOWING HARDWARE FOR A COMPLETE INSTALLATION, INCLUDING BUT TRANSITIONS. HANDED COVER WITH POWDER OF WORK): NOT LIMITED TO: COATED ALUMINUM FINISH ALL PRODUCTS ARE TO BE APPLIED/INSTALLED AS DIRECTED AND REQUIRED BY MANUFACTURER FOR ITS INTENDED USE TO ACHIEVE THE REQUIRED RATING. INCLUDE PROPER SUBSTRATE INCLUDING WHERE SPECIFICALLY SCHEDULED, UTILIZE SCHLUTER METAL TRIMS AND TRANSITION STRIPS IN LIEU OF ALL INTERIOR DOORS AND FRAMES. MINERAL FIBER BACK-UP AND APPROVED BACKER ROD. PREPARE THE SURFACES AND SURROUNDING 1. 2x6 PPT DOOR BUCKS FOR MOUNTING TRACK AND TORSION SPRINGS (IF REQUIRED BY SUBSTRATE WEATHERSTRIPPING PEMKO 303_ - 'A' FINISH TILE TRIMS. H.M. DOOR, BORROW LITE AND TRANSACTION WINDOW FRAMES. MATERIAL AS REQUIRED TO ENSURE PROPER INSTALLATION AND EFFECTIVENESS. APPLY PRODUCT AT CONDITION) ALUMINUM THRESHOLD - FLAT PEMKO 170 - 'A' FINISH ALL FINISH HARDWARE AND SIGNS. CORRECT THICKNESS, WIDTHS, AND LENGTHS (INCLUDING OVER COATS) TO ENSURE COVERAGE. 2. 2" HOT-DIPPED GALVANIZED DOOR TRACK (3" AS NOTED IN DOOR SCHEDULE) TILE GROUT TO BE EQUAL TO CUSTOM BUILDING PRODUCTS; CEG-LITE 100% SOLIDS COMMERCIAL PLASTIC LAMINATE TOPS, SIDE AND BACKSPLASHES. 3. 2" BALL-BEARING ROLLERS/HINGES (3" AS NOTED IN DOOR SCHEDULE) DOOR BOTTOM SWEEP PEMKO 315_N - 'C' FINISH EPOXY GROUT (MAPEI'S PRODUCT). GRAB BARS AND TOWEL BARS. RATED JOINT PENETRATIONS AND ASSEMBLIES: 07 84 43 4. DOOR HANDLES, OVERSIZED FOOT PLATE, AND STANDARD LOCK (OMIT SLIDE-LATCH WHEN DOOR DRIP CAP PEMKO 346 w/PAINTABLE FINISH FIRE EXTINGUISHERS AND CABINETS. ELECTRICAL MOTOR OPERATOR IS PROVIDED) PROVIDE EXPANSION JOINTS AS RECOMMENDED BY TCNA - ALIGNED OVER CONCRETE SAWCUTS OR JOINTS OCCURRING IN RATED WALL CONSTRUCTION TO BE RATED THE SAME AS THE WALL. RATED MIRRORS AND TOILET ACCESSORIES. 5. CONTINUOUS 'BULB' TYPE RUBBER ASTRAGAL ACROSS BOTTOM DOOR LOUVERS ROCKWOOD INVERTED 'Y' CONSTRUCTION JOINTS BENEATH TILE. JOINT ASSEMBLIES TO BE CONSTRUCTED PER UL DESIGN NUMBERS USING METHODS AND MATERIALS 18 GA FRAME/20 GA BLADES TOILET PARTITIONS AND URINAL SCREENS. 6. WEATHERSTRIPPING AROUND HEAD AND JAMBS MEETING, OR EXCEEDING, THOSE MANDATED IN THE UL DESIGN NUMBER. THE JOINT ASSEMBLY IS TO BE 24'x12' (U.N.O.) GROMMETS AROUND OPENINGS IN MILLWORK. 7. PULL CORD AT MANUAL OVERHEAD DOORS CERAMIC TILE: CONTINUOUS FOR THE LENGTH OF THE RATED WALL, AND BE A TYPE APPROPRIATE FOR ITS PAPER TOWEL HOLDERS. CERAMIC TILE THINSET MASTIC PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE COVED BASE W/ APPLICATION (HEAD OF WALL, WALL TO WALL, DYNAMIC FOR MOVING JOINTS, ETC.). THE INSTALLING WINDOW STOOLS. THERM-O-DOOR SERIES TD134-20 BY STEEL-CRAFT DOOR PRODUCTS LTD. TORSION SPRING AND DOOR EXTERIOR LATCH GUARD HAGER 340D US2C AT SCHLAGE BULLNOSE ALONG TOP EDGE, AT ANY WALL FINISH LOCATION, OTHER THAN WALL TILE. PROVIDE SUBCONTRACTOR TO PROVIDE GENERAL CONTRACTOR WRITTEN DESCRIPTION/VERIFICATION OF THE METAL HINGED ACCESS PANELS. MECHANISM, THERMACORE MODEL 596 BY OVERHEAD DOOR CORPORATION, OR THERMOSPAN MODEL L-SERIES MORTISED LOCKS; BULLNOSE EDGE PIECES WHERE TERMINATING ALONG AN EXPOSED FACE OF WALL. ASSEMBLY AND UL DESIGN NUMBER USED AT EACH ASSEMBLY. JOINT ASSEMBLIES APPROVED FOR USE IVES LG14 AT VON UPRIN CABINETRY, COUNTERS, AND BRACES. SUBJECT TO PROJECT SPECIFIC CONDITIONS ARE: 200-20 BY WAYNE DALTON GARAGE DOORS ARE APPROVED. OTHER DOOR MODELS AND 6210 AND 6211 ELECT STRIKES SOLID SURFACE COUNTERTOPS, SIDE AND BACKSPLASHES. MANUFACTURERS MAY BE REVIEWED AND APPROVED BY ARCHITECT ON AN 'AS EQUAL' BASIS. FURNISH AND INSTALL AMERICAN OLEAN GLAZED CERAMIC WALL TILE FOR WALLS. SIZE TO BE 3"x6" RECEPTION / WORK / LAVATORY COUNTERS. FIELD TILE ICE WHITE 0025. CORRESPONDING BULLNOSE EDGE PIECES REQUIRED FOR A COMPLETE HW-D-0060 HEAD OF WALL STONE/CULTURED STONE COUNTERTOPS, SIDE AND BACKSPLASHES . WHERE CALLED FOR ON DRAWINGS, GLAZING TO BE MANUFACTURER'S STANDARD THERMAL ACRYLIC. NRP BB BUTT HINGES HAGER MODEL BB1199 NRP INSTALLATION TO BE SAME COLOR. GROUT JOINT TO BE 1/16" AND WHITE TO MATCH TILE AS CLOSELY CJ-D-0004 HEAD OF WALL 5 KNUCKLE w/NON-CORROSIVE FINISH SIZE TO BE 24"W x 8"H (NOM.), LOCATED AT +/-5'-0" A.F.F. PROVIDE MANUFACTURER'S STANDARD AS POSSIBLE. HYDROMENT, AS MANUFACTURED BY THE UPCO COMPANY, OR OTHER PRODUCT WW-D-0040 WALL TO WALL DO NOT DELIVER FINISH CARPENTRY MATERIALS UNTIL PAINTING, WET WORK, GRINDING AND SIMILAR WEATHERSTRIPPING FRAME. APPROVED BY MANUFACTURER. INSTALLATION SHALL COMPLY WITH MANUFACTURER'S WW-D-0102 WALL TO WALL (PRECAST/MASONRY) BB BUTT HINGES HAGER MODEL BB1279 FOR OPERATIONS, WHICH COULD DAMAGE, SOIL OR DETERIORATE WOODWORK, HAVE BEEN COMPLETED IN 5 KNUCKLE INTERIOR USE ONLY RECOMMENDATION, AND TILE COUNCIL OF AMERICA, INC. SPECIFICATION F-133 AS MINIMUM STANDARDS WW-D-0055 WALL TO WALL (PRECAST/MASONRY) INSTALLATION AREAS. IF, DUE TO UNFORESEEN CIRCUMSTANCES, FINISH CARPENTRY MATERIALS MUST DOOR TRACKS TO BE 14 GAUGE AND GALVANIZED. TRACK PROFILE TO ALLOW FOR THE GREATEST (STATIC COEFFICIENT 0.6). TILE TO BE SET IN 1/2 RUNNING BOND PATTERN, CENTERED ACROSS FIELD OF W-L-2078 PLASTIC PIPE THRU GYP BD IVES HINGES ARE CONSIDERED EQUAL WHEN MATCHING THE HAGER BE STORED IN OTHER INSTALLATION AREAS, STORE ONLY IN AREAS MEETING REQUIREMENTS SPECIFIED VERTICAL LIFT POSSIBLE. MOUNT TRACK TO WOOD BUCKS ANCHORED AROUND PC/MASONRY OPENING, EACH PORTION OF WALL. TILE SHALL BE SET IN ORGANIC ADHESIVE CONFORMING TO ANSI A136.1. W-L-2474 PLASTIC PIPE THRU GYP BD HINGES FOR CAPACITY, SIZE, FINISH, # OF BEARINGS AND # OF KNUCKLES FOR INSTALLATION AREAS. IF INDICATED IN DETAILS, OR DIRECTLY TO PC/MASONRY USING MASONRY SCREW FASTENERS, OR WELD W-L-1054 METAL PIPE THRU GYP BD PAINT: 09 91 00 TO STEEL EMBEDDED AROUND DOOR OPENINGS. CABINETRY: 06 41 11 W-L-5147 METAL PIPE THRU GYP BD IDENTIFICATION SIGNS PRODUCTS FROM ADA SIGN DEPOT PAINT MATERIALS SHALL BE THE PRODUCT OF SHERWIN WILLIAMS COMPANY OR APPROVED EQUAL. C-AJ-1044 METAL PIPE THRU CONC FLR/CMU WALL -MEET ACCESSIBILITY REQMNTS PROVIDE SINK, BASE, MICROWAVE, AND WALL CABINETS AS INDICATED ON DWGS. ALL CASEWORK SHALL PROVIDE ELECTRICAL MOTOR OPERATOR WHERE INDICATED IN DOOR SCHEDULE. MOTOR TO BE 1/2 H.P. APPLIED PER MANUFACTURER'S RECOMMENDATIONS ONTO PROPERLY PREPARED SURFACES PER C-AJ-8085 INSULATED PIPE THRU CONC FLR/CMU WALL BE FABRICATED USING THE FLUSH OVERLAY METHOD OF CONSTRUCTION TO 'CUSTOM GRADE' QUALITY OR 3/4 H.P. (H.P. DETERMINED BY DOOR SIZE BUT 1/2 H.P. MIN.), (VOLTAGE TO BE COORDINATED WITH SPECIFICATIONS. COLORS TO BE SELECTED BY OWNER/TENANT. EXTERIOR COLORS TO BE APPROVED AS DEFINED BY THE ARCHITECTURAL WOODWORK INSTITUTE (AWI). CABINET DOORS SHALL NOT ELECT.), 3-PHASE WIRING SIDE MOUNT, BELT DRIVEN WITH ADJUSTABLE DISC CLUTCH DRUM TYPE DISC DOOR STOP (WALL MOUNTED) IVES WS401/402 CCV BY OWNER, TENANT, AND ARCHITECT. PAINTING TO INCLUDE: STAIR RAILS, LOUVERS (NOT PRE-FINISHED EXCEED 1'-6" WIDE UNLESS NOTED ON DRAWINGS. INTERIORS OF ALL CABINETS SHALL BE FINISHED JOINT SEALANTS: 07 92 00 OR - HAGER 236W OR WOOD), BOLLARDS, GUARDRAILS, FENCES (IF NOT PREFINISHED), DOORS (STAINED TYP., PAINTED AS BRAKE DISCONNECT. PROVIDE 3 BUTTON CONTROL SWITCH AND REVERSING SAFETY TRIP EDGE. WITH WHITE MELAMINE, EXCEPT DRAWERS TO BE BLUM META-BOX SYSTEM 320M5500 OR EQUAL AND PROVIDE SEALANT AT ALL EXTERIOR JOINTS, CRACKS, AND DISSIMILAR MATERIAL JUNCTURES TO COMPLY W/ UL 325 FOR SAFETY FEATURES. NOTED). ALL MATERIALS NOT SPECIFICALLY MENTIONED TO BE PAINTED, IF NOT PROVIDED WITH A DRAWER BOTTOMS SHALL BE 1/2" THICK (3/4" AT SLIDING WASTER RECEPTACLE TRAYS) HIGH DENSITY PROVIDE AIR/WATER-TIGHT CONDITION. CAULK ALL INTERIOR JOINT EXPOSURES TO MINIMIZE DOOR SILENCERS HAGER 307D (FOR METAL FINISHED COATING OR OTHER PREFINISHED TREATMENT. POLYETHYLENE EQUAL TO SANALITE HDPE. FINISH AS NOTED ON DRAWINGS/LEGENDS/SCHEDULES. UNCONTROLLED AIR EXCHANGE BETWEEN OUTSIDE OR NON-CONDITIONED AREAS ADJACENT TO DOOR TRACK GUARDS: DOOR FRAME) COVER ALL EXPOSED SURFACES. ALL EXPOSED END PANELS TO BE FINISHED. PROVIDE ALL STANDARD TEMPERATURE CONTROLLED SPACES. CONFORM TO ASTM C-290 STANDARDS. BLUFF MANUFACTURING PRODUCTS DOOR TRACK GUARD DG 48"H. 3/16" STEEL GUARD AND 10"x10"x3/8" ALL MISCELLANEOUS ACCESS PANELS, GRILLES, PLATES, AND APPURTENANCES TO BE PAINTED TO PULL HANDLE (MOUNTED ON PLATE) IVES 8305 4"x16" ACCESSORIES INCLUDING: BASE PLATE. FASTEN TO FLOOR USING MNFR'S RECOMMENDED EXPANSION BOLT ANCHORS. DO NOT MATCH THE ADJACENT WALL SURFACES, WHERE LOCATED. EXTERIOR CAULKING TO BE VULKEM OR DYMERIC BY 'TREMCO'. THE SPECIFIC PRODUCT IS TO BE FASTEN VERTICALLY TO EXTERIOR WALL WITHOUT APPROVAL FROM ARCHITECT OR OWNER. FASTEN PUSH PLATE IVES 8200 4"x16" 1. ADJUSTABLE SHELVING - MELAMINE COATED COMPATIBLE WITH THE MATERIAL SUBSTRATE, JOINT WIDTH, AND EXPOSURE TO MOISTURE AND THRU THE UNIT'S PRE-DRILLED BASE PLATE HOLES IN THE SAME NUMBER AS THE NUMBER OF HOLES EXTERIOR PRECAST COATING: 09 97 23 KICK PLATE IVES 190S-16 B&S GA. 12" HIGH 2. HINGES - AWI TYPE 'E' EUROPEAN STYLE, FULLY CONCEALED, 120 DEGREES MIN, AND SELF WEATHER. 'SIKAFLEX' IS APPROVED EQUAL. PROVIDE CONTINUOUS SEALANT ON INTERIOR AND PROVIDED. LOCATE 2" MIN. FROM ANY PORTION OF TRACK AND AS RECOMMENDED BY MNFR. VERTICAL (8" HIGH BELOW LOUVERS) PROVIDE (2) COATS OF SHERWIN WILLIAMS SUPER PAINT TOPCOAT. PRIME WITH SHERWIN WILLIAMS CLOSING EXTERIOR SIDES OF JOINT AT FRAMED PENETRATIONS. PROVIDE SEALANT ON EXTERIOR SIDE AT OTHER GUARD PORTION TO HAVE NO SHARP EDGES AND EASED, ROUNDED CORNERS. TAPER (CHAMFER) THE LOXON MASONRY PRIMER IF THE PRECAST SURFACE HAS NOT CURED A MINIMUM OF 30 DAYS, OR DOES 3. PULLS - 4" WIRE PULLS, SATIN ALUM., MOUNT HORIZONTALLY ON DRAWERS,VERTICALLY ON DOORS JOINTS TO CLOSE BUILDING ENVELOPE, CONSTRUCTION JOINT, OR OTHER GAPS BETWEEN MATERIAL. LEADING CORNER AT THE TOPS OF THE GUARD EXPOSED TO THE DOOR FACE. UNITS TO BE ALL HARDWARE TO BE SUPPLIED WITH #626, SATIN CHROME FINISH. HARDWARE NOT MEET THE PH REQUIREMENTS FOR APPLICATION OF THE TOP COAT. COLORS AS NOTED ON EXT. 4. DRAWER SLIDES - FULL EXTENSION, BALL-BEARING, 100 LB CAPACITY, SIDE MOUNTED, AND SELF SEALANT TO HAVE 25% MOVEMENT CAPABILITY. PREFINISHED AND COATED SAFETY YELLOW. AND INSTALLATION SHALL COMLY WITH ALL STATE ACCESSIBILITY STANDARDS FINISH LEGEND. VERIFY COMPATIBILITY OF COATING OVER PRECAST PANEL CAULK. SHERWIN WILLIAMS CLOSING SERCO TRAK SENTRY - THD 248, AS EQUAL. AND THE AMERICANS WITH DISABILITIES ACT (A.D.A.) ISSUED SEPTEMBER 15, 2010. A-100 MAY BE USED FOR ACCENT COLORS. 5. MAGNETIC LATCHES INTERIOR SEALANT TO BE TREMSIL 200 AT COUNTER AND PLUMBING FIXTURES, AND SPECTRUM 3 OR 6. TRASH DROPS - STAINLESS STEEL CHUTE SHROUDS (3" HIGH) AND STAINLESS STEEL GROMMETS EQUAL BETWEEN WINDOW STOOLS/JAMBS AND ALUMINUM FRAMING. COLORS ARE TO MATCH ADJACENT GLASS AND GLAZING: 08 81 00 TOILET PARTITIONS (FLOOR MOUNTED METAL): 10 21 13.13 SEE PLANS FOR OPENING DIAMETER - 1" MIN FLANGE MATERIALS. GYPSUM DRYWALL ASSEMBLIES: 09 21 00 ALL EXTERIOR GLAZING SHALL MEET THE REQUIREMENTS OF THE PREVAILING ENERGY CONSERVATION TOILET PARTITIONS TO BE FLOOR MOUNTED, OVERHEAD BRACED, PREFINISHED (POWDER COATED) 7. CABINETS SHALL BE CUSTOM MANUFACTURED. GYPSUM DRYWALL SYSTEMS SHALL BE IN ACCORDANCE WITH U.S. GYPSUM COMPANY SPECIFICATIONS CODE. ALL WINDOWS, STOREFRONTS, CURTAIN WALLS, AND ENTRANCE DOORS SHALL PROVIDE A METAL PANELS (URINAL SCREENS TO BE WALL HUNG), MANUFACTURED BY ACCURATE OR EQUAL. STRUCTURAL SEALANT AT EXTERIOR GLAZING, METAL FRAMING, ETC. TO BE DOW 795 SILICONE BUILDING (USG), OR EQUAL. WORK SHALL COMPLY WITH ASTM C840 STANDARD SPECIFICATION FOR APPLICATION SYSTEM U-FACTOR AS PRESCRIBED IN THE ENERGY CODE. GLASS CONTRACTOR TO SUBMIT COLOR TO BE SELECTED FROM MNFR'S STANDARD COLOR CHART. PANELS TO BE 1" THICK, 22 GAUGE FIBERGLASS REINFORCED PANELS (FRP): 06 83 16 AND GLAZING SEALANT, OR GE SILICONE 1200 CONSTRUCTION SEALANT, OR AS RECOMMENDED BY AND FINISHING OF GYPSUM BOARD. PARTITIONS SHALL BE AS NOTED IN THE PARTITION TYPES ON THE CERTIFICATE OF COMPLIANCE WITH CODE REQUIREMENTS FOR MATERIAL AND SYSTEM PERFORMANCE GALVANNEALED STEEL BONDED TO SOUND DEADENING HONEYCOMB CORE; PILASTERS TO BE 1-1/4" WHERE CALLED FOR ON THE DRAWINGS; FIBERGLASS REINFORCED PANELS (FRP) TO BE AS MANUFACTURER AND APPROVED BY ARCHITECT. DRAWINGS. PROVIDE USG OR EQUAL VERTICAL CONTROL JOINTS AS NOTED IN THE PARTITION TYPES WITH THEIR SHOP DRAWING SUBMITTAL. THICK. ASSEMBLE WITH A CONTINUOUS ROLL-FORMED INTERLOCKING CROWN MOLDING WITH THE MANUFACTURED BY CRANE. COMPLY WITH ASTM D5319. COMPLETE WITH ALL NECESSARY TRIM PIECES AND INDICATED ON DRAWINGS. LOCATE AT EDGES OF OPENINGS AND/OR SAWCUT FLOOR JOINTS AS CORNERS BRAZED AND GROUND SMOOTH. SHOES TO BE STAINLESS STEEL, DOUBLE HEMMED (#4 SATIN INCLUDING DIVISION BARS, MOLDINGS, TRIMS, CAPS, CORNERS, INSIDE AND OUTSIDE ANGLES. INSTALL SEE PRECAST (TILTWALL) SECTION FOR JOINT TREATMENT/CAULKING. APPLICABLE. ALL EXTERIOR GLAZING SHALL BE 1" (1/4", 1/2", 1/4") LOW-E, INSULATED TINTED GLASS SOLARBAN 60, FINISH) TO CONCEAL FASTENERS. PER MNFR'S INSTRUCTIONS AND RECOMMENDATIONS FOR THE SUBSTRATE (GYP. BD, PLYWD, MOISTURE SOLAR GRAY, AS MANUFACTURED BY PPG INDUSTRIES. SEE DRAWINGS FOR COLOR AND TYPE. TEMPER RESISTANT ETC). CUT THE PANELS USING MANUFACTURER'S TECHNIQUES AND RECOMMENDED TOOLS. CAULKING AT FLOORS AND WALLS, FLOORS AT NON-RATED PENETRATIONS, AND OTHER BRACE ALL WALLS, AS REQUIRED, FOR RIGIDITY USING HORIZONTAL DIAGONAL BRACES AT TOP OF PANES WHERE ADJACENT TO DOORS, WHERE REQUIRED BY CODE DUE TO PROXIMITY TO FINISH FLOOR, PROVIDE ALL HARDWARE NECESSARY FOR A COMPLETE INSTALLATION, INCLUDING WALL BRACKETS, COVER ALL EDGES WITH TRIM PIECES. PANELS TO BE PROVIDED IN GREATEST WIDTHS AND LENGTHS. DRAFT-STOPPING USES SHALL BE TREMSTOP SILICONE FYRE-SIL SEALANT. PROVIDE MINERAL FIBER FRAMING, TO ADJACENT PERPENDICULAR WALL FRAMING. WALLS WITH NO ADJACENT SUPPORT TO BE AND AS NOTED ON THE DRAWINGS. GLASS VALUES TO MEET MAXIMUM U-FACTOR AND SOLAR HEAT GAIN HINGES (WITH ADJUSTABLE CAM), HANDLES, LOCKS (EMERGENCY ACCESS FROM OUTSIDE ALLOWED), PROVIDE PROPER RATING OF PANEL ('A' OR 'C' PER ASTM E84) BASED ON CODE REQUIRED CLASS OF THE BACKING, AS REQUIRED BY CAULKING MANUFACTURER. BRACED TO STRUCTURE ABOVE, AS REQUIRED, TO MEET MANUFACTURER'S REQUIREMENTS FOR WALL COEFFICIENTS PER THE PREVAILING ENERGY CODE. ANY SUBSTITUTIONS MUST PROVIDE FOR THE SAME COAT HOOKS, TRIM, OVERHEAD BRACES, ETC. DOORWAYS AT ACCESSIBLE PARTITIONS TO BE 34" CLEAR OCCUPANCY. USE MANUFACTURER APPROVED ADHESIVE IN A FULL-SPREAD APPLICATION BETWEEN FRAME BRACING. HIGH-ENERGY SAVINGS CRITERIA AND MEET THE REQUIREMENTS OF THE APPLICABLE EDITION OF THE WIDTH IN DIMENSION. ACCESSIBLE HARDWARE TO INCLUDE ADA PADDLE HANDLE. PROVIDE ALL SUBSTRATE AND BACKSIDE OF PANEL. SEAL ALL SEAMS AND EDGES AS RECOMMENDED OR REQUIRED VOIDS BETWEEN THE EXTERIOR AND INTERIOR CAULK JOINTS IN THE BUILDING ENVELOPE TO BE FILLED ENERGY CODE. CONCEALED BLOCKING AND STEEL REINFORCING REQUIRED FOR SUPPORT. SEE DRAWINGS FOR BY MANUFACTURER FOR TYPE OF CONDITION AND USE OF THE AREA USING MNFR'S PRODUCT. SOLID W/ A NON-EXPANDING SPRAY FOAM INSULATION SUCH AS HILTI CF 812 OR EQUAL. SUCH VOIDS GYPSUM BOARD IS TO BE FASTENED TO STUD FRAMING WITH SCREWS, NOT NAILED. LOCATIONS, QUANTITIES, AND CONFIGURATION. FASTENERS (IF REQUIRED BUT NOT DESIRED BY ARCHITECT) TO BE THE TYPE REQUIRED BY MNFR AND INCLUDE THOSE OCCURRING AT THE PENETRATIONS OF FIRE SPRINKLER DRAIN LINES, ELECTRICAL SPANDREL GLASS SHALL BE 1" (1/4", 1/2", 1/4") LOW-E, HEAT STRENGTHENED GLASS WITH CERAMIC FRIT APPLIED AT A RATE, SPACING, AND CONFIGURATION RECOMMENDED FOR THE PANEL SIZE, DIMENSIONS, CONDUITS, STORM DRAIN LINES, HOSE BIBBS, JOINTS AROUND HOODS AND VENTS, THE INTERIOR OF GYPSUM WALLBOARD TO RECEIVE FINISHES SHALL BE TAPED AND FINISHED WITH (3) COATS OF JOINT COATING DEPOSITED ON THE #3 SURFACE. SEE DRAWINGS FOR LOCATIONS AND GLASS COLOR. ALL TOILET ACCESSORIES: 10 28 13 AND USE. HOLLOW METAL DOOR FRAMES, LOUVERS FRAMES, VENT PIPING, ETC. COMPOUND, SANDED, AND CLEANED. SURFACE SHALL BE SMOOTH AND READY TO RECEIVE FINISH SPANDREL GLASS SHALL BE 100% OPAQUE. ALL INTERIOR GLASS SHALL BE 1/4" THICK CLEAR TEMPERED WHERE INDICATED IN THE DRAWINGS, PROVIDE THE FOLLOWING ACCESSORIES BY BOBRICK (ASI AND MATERIAL. GLASS. BRADLEY ARE APPROVED EQUAL), OR MANUFACTURERS NOTED. (GALLERY IS APPROVED EQUAL FOR COLOR AND TEXTURE TO BE SELECTED/APPROVED BY OWNER/ARCHITECT. SEE ARCH DRAWINGS FOR ALUMINUM WINDOWS AND DOORS: 08 11 16 GRAB BARS). INSTALL PER MANUFACTURER'S INSTRUCTIONS AND AT LOCATIONS COMPLIANT WITH ALL LOCATIONS, EXTENT, AND CONFIGURATIONS OF WORK. PRODUCT LINE APPROVED FOR USE IS CRANE EXTERIOR ALUMINUM FRAMING SHALL BE THERMALLY BROKEN, 4-1/2" DEEP (2" MULLION WIDTH) TENANT DEMISING WALLS/REMOTE WALLS/UNPAINTED WALLS: PROVIDE: APPLICABLE ACCESSIBILITY REQUIREMENTS/REGULATIONS. SEE ROOM/TOILET PLANS, AND ELEVATIONS, SEQUENTIA OR VERITEX. KAWNEER TRIFAB 451UT SYSTEM. COMPLETE WITH ALL NECESSARY ACCESSORIES, HARDWARE, GYPSUM WALLBOARD NOT TO RECEIVE FINISHES SHALL BE FINISHED TO A LEVEL 2 PER ASTM C840 (AND 1. SAFETY GLASS AS REQUIRED BY CODE IN RATED WALL AND DOOR ASSEMBLIES FOR LOCATIONS AND TYPES OF ACCESSORIES. GC TO PROVIDE WOOD BLOCKING BEHIND FINISHED PREPARATIONS, AND FLASHINGS. REINFORCE FRAMES AS REQUIRED FOR ALL LIVE AND DEAD LOADS. AS DESCRIBED IN GA-214 'RECOMMENDED LEVELS OF GYPSUM BOARD FINISH'). 2. CUT OPENINGS FOR TALK HOLES AS INDICATED ON THE DRAWINGS WALLS, AS REQUIRED FOR MOUNTING. COORDINATE BLOCKING FOR TYPE AND LOCATION WITHIN WALL RIGID WALL INSULATION: 07 21 13 HORIZONTAL RAIL AT FLOOR ELEVATIONS TO BE 4" (NOM.) HIGH. PROVIDE CENTER PLACED GLAZING 3. SAFETY GLASS IN ALL DOORS FRAMING. FOUNDATION WALL INSULATION TO BE RIGID CLOSED CELL EXTRUDED POLYSTYRENE FOAM INSULATION UNLESS NOTED TO BE FRONT GLAZED PANES BY ARCHITECT. WALLS TO HAVE APPLIED WALL COVERINGS AND TEXTURED COVERINGS: 4. LAMINATED GLASS IN SINGLE PANES IN EXTERIOR DOORS (R=5 PER 1" THICKNESS) WITH A FLAME SPREAD OF 25 OR LESS AND A SMOKE-DEVELOPED INDEX OF 450 GYPSUM WALLBOARD TO RECEIVE TEXTURED FINISHES OR WALL COVERINGS SHALL BE FINISHED TO A BOBRICK CONTURA SERIES: OR LESS. PRODUCT TO BE STYROFOAM BRAND SQUARE EDGE AS MANUFACTURED BY DOW CHEMICAL EXTERIOR CURTAINWALL FRAMING SHALL BE THERMALLY BROKEN, 6" OR 7-1/2", (2" MULLION WIDTH) LEVEL 3 PER ASTM C840 (AND AS DESCRIBED IN GA-214 'RECOMMENDED LEVELS OF GYPSUM BOARD GRIND ALL OPENING EDGES AND EXPOSED GLASS EDGES SMOOTH AND ROUND. COMPANY. THICKNESS AS NOTED IN THE DRAWINGS, WITH SQUARE EDGES AND CUT TO FIT IN THE FIELD KAWNEER 1620UT SERIES SYSTEM. COMPLETE WITH ALL NECESSARY ACCESSORIES, HARDWARE, FINISH'). GRAB BAR MODEL B-6806 - SEE TOILET AS SHOWN ON DRAWINGS. FOUNDATIONS ARE TO BE FREE OF CONCRETE FINS AND PROJECTIONS LEFT PREPARATIONS, AND FLASHINGS. REINFORCE FRAMES AS REQUIRED FOR ALL LIVE AND DEAD LOADS. GLASS NOTED TO BE TEXTURED IN THE DOOR SCHEDULE TO BE 1/4", TEMPERED 'STIPPOLYTE' PATTERN ELEVATIONS FOR VARIOUS LENGTHS AFTER REMOVAL OF FORMS. REMOVE WAXES, OILY FILMS AND OTHER RESIDUE LEFT ON CONCRETE HORIZONTAL RAIL AT FLOOR ELEVATION TO BE 4" (NOM.) HIGH. (2) SECTIONS STACKED ON ONE LEVEL 4 GYP. BD. FINISH IS LIGHT-DUTY RESIDENTIAL GRADE AND IS NOT WARRANTED OR APPROVED BY PILKINGTON (OR ARCHITECT APPROVED EQUAL). WASTE RECEPTACLE / CONTURA MODEL B-43944 (RECESSED) SURFACES FROM FORM RELEASE AGENTS. INSTALL INSULATION USING STYROFOAM BRAND INSULATION ANOTHER IS ACCEPTABLE TO A 4" (NOM) HIGH BOTTOM RAIL. FOR USE. PAPER TOWEL DISPENSER MASTIC NO. 11 IN SPOTS OR RIBBONS PER MANUFACTURER'S RECOMMENDATIONS. OTHER ACCEPTABLE GLASS NOTED TO BE 1/4" LAMINATED GLASS TO BE SHEET OF LAMINATE SANDWICHED BETWEEN (2) PAPER TOWEL DISPENSER CONTURA MODEL B-4262 (SURFACE MTD) ADHESIVES ARE BY CHEMREX INC. (PL300) AND FOAMGRAB PS BY DAKAR PRODUCTS. INSTALL BOARDS PROVIDE A BITUMINOUS PAINT, ZINC CHROMATE, OR EQUAL SEPARATOR MATERIAL BETWEEN ALUMINUM TYPICAL PAINTED WALLS IN OFFICE AREAS AND PAINTED WAREHOUSE WALLS: LAYERS OF 1/8" TEMPERED GLASS. CONTURA MODEL B-4362 (RECESSED) BY APPLYING 2" DIA. SPOTS OR RIBBONS OF ADHESIVE AT 16" O/C EACH WAY. OBSERVE ALL FRAMING AND DISSIMILAR MATERIALS. MATERIAL TO BE MANUFACTURER APPROVED AND FULLY THE LEVEL OF GYPSUM PANEL FINISH SHOULD MEET THE MINIMUM CRITERIA OF A LEVEL 5 FINISH, AS MANUFACTURER'S PRECAUTIONS IN USE OF THIS MATERIAL. PROTECT BOARD FROM DAMAGE DURING WARRANTED AGAINST DEFECT AND CORROSION OF FRAMING AND CONNECTION. DESCRIBED IN GA-214 'RECOMMENDED LEVELS OF GYPSUM BOARD FINISH' FOR ALL WALLS TO BE CONTRACTOR/SUPPLIER TO PROVIDE GLASS TREATMENT AS APPROPRIATE FOR ITS INTENDED USE, LIQUID SOAP DISPENSER CONTURA MODEL B-4112 (SURFACE MTD) BACKFILL & OTHER WORK. EXPOSED AND PAINTED. DIMENSION, AND AREA TO WITHSTAND ALL WIND AND THERMAL LOADING FOR THE EXPOSURE THE CONTURA MODEL B-8221 (LAVATORY MTD) DOORS SHALL BE KAWNEER '350', MEDIUM STYLE WITH 1" (1/2", 1/4", 1/2") THICK TEMPERED TINTED GLASS PANES AND FRAMING ARE SUBJECT TO. DOUBLE TOILET PAPER CONTURA MODEL B-4288 (SURFACE MTD) MASONRY CAVITY WALL INSULATION TO BE RIGID CLOSED CELL EXTRUDED POLYSTYRENE FOAM OR 1/4" TEMPERED, TINTED GLASS - SEE DOOR SCHEDULE FOR GLASS THICKNESS. PROVIDE 10" HIGH WHERE VARYING PARTITION TYPES ALIGN, ALIGN THE FINISHED FACE OF WALL-BOARD TRANSITION HOLDER (EACH STALL) CONTURA MODEL B-4388 (RECESSED) INSULATION. PRODUCT TO BE STYROFOAM BRAND CAVITYMATE AS MANUFACTURED BY DOW CHEMICAL BOTTOM RAIL. PROVIDE KAWNEER CO-9 PULL (FINISH TO MATCH ALUMINUM) AND CONCEALED VERTICAL BETWEEN THE TWO TYPES WITH A CONTROL JOINT. ACOUSTICAL TILE: 09 51 23 SANITARY NAPKIN DISPOSAL CONTURA MODEL B-4353 (RECESSED) COMPANY. THICKNESS AND SIZE SHALL BE AS SHOWN ON DRAWINGS (R=5 PER 1" THICKNESS). INSTALL ROD TOUCH BAR WITH 'DOGGING' FEATURE EACH LEAF (KAWNEER 1686 AND 1686 MEL IF USED IN ACOUSTICAL CEILING PANELS TO BE 24"x48"x3/4" FINE FISSURED SECOND LOOK II, AS MANUFACTURED BY (EACH FEMALE STALL) CONTURA MODEL B-270 (SURFACE MTD) IN GREATEST LENGTHS AND WIDTHS POSSIBLE TO MINIMIZE JOINTS. STAGGER VERTICAL JOINTS AND CONJUNCTION WITH ACCESS CONTROL). FUR ALL UNFINISHED COLUMNS MINIMALLY. IF GREATER DEPTH IS REQUIRED DUE TO POWER OUTLETS, ARMSTRONG. PANELS TO HAVE BEVELED EDGES AND BISECTING SPLINE. PROVIDE 2'x4' WHITE METAL ALLOW FOR HORIZONTAL JOINT REINFORCING TO SPAN ACROSS INSULATION BOARDS. ALL VOIDS TO BE HVAC WORK, VALVES, ETC., USE A FURRING MEMBER OF MINIMAL DEPTH TO COVER THE CONCEALED SUSPENSION GRID, AS MANUFACTURED BY CHICAGO METALLIC, OR DONN. MIRROR W/ STAINLESS MODEL B-290 FILLED WITH SPRAY FOAM INSULATION. ADHERE TO CONCRETE BLOCK WALL USING CONTECH BRANDS ALL DOOR AND FRAMES SHALL BE EXTRUDED ALUMINUM A-A-6063-T5 ALLOY. THERMAL BRIDGE WORK. STEEL FRAME MODEL B-292 (5" SHELF) PL300 OR CONTECH BRANDS PREMIUM FOAM BOARD ADHESIVE. CONCRETE BLOCK WALL TO BE FREE OF MATERIAL SHALL BE OF RIGID POLYURETHANE. HANG GRID WITH MANUFACTURER'S APPROVED WIRE AND INSTALL USING MANUFACTURER'S SEE DRAWINGS FOR SIZE MORTAR SPLATTER, PROJECTIONS OR OTHER MATERIAL NOT ALLOWING A FLUSH SURFACE. USE PROVIDE WATER RESISTANT GYPSUM WALLBOARD ON ALL PLUMBING WALLS, SINK COUNTERS, AND 6'-0" RECOMMENDED METHOD AND PRACTICES (INCLUDING CUTTING AND CROPPING). PROVIDE ALL WEATHERMATE FLASHING TAPE AS MANUFACTURED BY DOW CHEMICAL COMPANY. TAPE AND SEAL ALL INCLUDE HINGES (CONTINUOUS GEARED AT 1" GLASS DOOR), THRESHOLD, WEATHERSTRIPPING, ON ALL SIDES OF ISOLATED PLUMBING FIXTURES. NECESSARY AUXILIARY 1-1/2" CHANNELS UNDER BAR JOISTS TO MAINTAIN 4'-0" O.C. SUPPORT OF MAIN PLASTIC LAMINATE: 12 36 23.13 JOINTS IN INSULATION BOARDS. OBSERVE ALL MANUFACTURER'S PRECAUTIONS IN USE OF THIS CLOSERS, CYLINDER LOCK, DUST-PROOF FLOOR STRIKE, AND OTHER ACCESSORY ITEMS CALLED FOR TEES. PROVIDE SUPPORT AT EACH CORNER OF ALL LIGHT FIXTURES AND CEILING DIFFUSERS. PROVIDE PROVIDE 1/16" THICK HIGH-PRESSURE DECORATIVE PLASTIC LAMINATE. LAMINATE TO BE FORMICA OR MATERIAL. PROTECT BOARD FROM DAMAGE DURING BACKFILL AND OTHER WORK . ON DRAWINGS AND IN DOOR SCHEDULE. PREPARE DOORS AND INSTALL HARDWARE FOR A COMPLETE PROVIDE METAL HINGED ACCESS PANELS FRAMED INTO WALL, AND SET FLUSH WITH WALLBOARD FACE 3/4" WALL ANGLES AT CEILING PERIMETER. WILSONART, IN SOLID COLORS, PATTERN, OR WOOD GRAIN AS SELECTED BY OWNER. ADHESIVES SHALL INSTALLATION. CONTRACTOR TO INCLUDE ADAPTER FRAMES, GASKETS, CLIPS, SHIM, ETC. CAULK AT ALL CLEANOUTS, VALVES, OR OTHER EQUIPMENT REQUIRING PERIODIC ACCESS. BE BY PLASTIC LAMINATE MANUFACTURER. CORE SHALL BE MINIMUM 3/4" THICK FLAKEBOARD OR MINERAL/FIBERGLASS BLANKET INSULATION: 07 21 16 AROUND FRAME TO MATCH FRAMING COLOR, INSIDE AND OUT. PROVIDE EXTRA LONG WALL ANGLE, IN ADDITION TO PERIMETER ANGLE, WHERE WALLS/ALUMINUM PARTICLEBOARD, OR MINIMUM 5-PLY PLYWOOD GRADED B/C OR BETTER. MINERAL/GLASS FIBER BLANKET INSULATION: CEMENT BOARD SUBSTRATE TO BE USED WHERE SHOWER, BATHING, OR SOAKING FIXTURES (TILED FRAMING ARE SUBJECT TO EXTRA-ORDINARY LATERAL MOVEMENT. WHERE NOTED ON DRAWINGS, OR INORGANIC FIBERS FOAMED INTO FLEXIBLE RESILIENT BLANKETS OR SEMI-RIGID RESILIENT SHEETS, PER USING THE MNFR'S TECHNICAL RESOURCES, THE SUBCONTRACTOR IS TO PROVIDE A FRAMING AND TUBS OR SHOWERS INCLUDED) ARE TO BE INSTALLED. SCHEDULES, PROVIDE MANUFACTURER'S HOLD-DOWN CLIPS TO KEEP PANELS IN PLACE. ASTM C665, DENSITY AS INDICATED. BUY 1.0-LB MINIMUM, K-VALUE OF 0.27, MANUFACTURER'S STANDARD GLAZING SYSTEM THAT ATTAINS A MINIMUM SYSTEM U-FACTOR PRESCRIBED IN THE PREVAILING LENGTHS AND WIDTHS AS REQUIRED TO COORDINATE WITH SPACES TO BE INSULATED, TYPES AS ENERGY CODE. THE CALCULATIONS AND SUBSTANTIATION OF THE SYSTEM PERFORMANCE IS TO BE METAL STUD FRAMING TO BE CONSTRUCTED TRUE AND PLUMB. PROVIDE REQUIRED BLOCKING PROVIDE A QUANTITY EQUAL TO NO LESS THAN 2% OF TOTAL MATERIAL PROVIDED. GC TO COORDINATE FOLLOWS: AVAILABLE UPON REQUEST. THE CONTRACTOR MAY USE ALTERNATE FRAMING COMPONENTS AND BETWEEN MEMBERS, AS MANDATED BY MANUFACTURER AND GOOD PRACTICES IN LINE WITH SSMA OR A STORAGE LOCATION WITH TENANT. GC TO SAFEGUARD ALL MATERIAL UNTIL TENANT TAKES SYSTEMS ONLY IF THE ALTERNATE FRAMING PROVIDES THE SAME OR IMPROVED SYSTEM U-FACTOR. SFIA RECOMMENDATIONS. FRAMING IS TO BE SIZED TO MEET THE DESIGN HEIGHT AND BRACING POSSESSION OF SPACE. TYPE I: UNFACED UNIT, SEMI-RIGID WHERE REQUIRED FOR SELF-SUPPORT. IN CONCEALED SPACES IF ALTERNATE FRAMING IS PROPOSED, CALCULATIONS AND SUBSTANTIATION OF THE SYSTEM LENGTHS OF EACH WALL, AS INDICATED IN THE DRAWINGS. THE SUB-CONTRACTOR IS TO CONFIRM THE AND WHERE EXPOSED ABOVE THE CEILING. PROVIDE SUPPLEMENTAL SUPPORT FOR ANY PERFORMANCE IS TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND RECORD. THE ARCHITECT MEMBER GAUGE, DEPTH, SPACING, AND FLANGE WIDTH SATISFIES THE OVERALL DESIGN HEIGHT OF THE VINYL COMPOSITION TILE: 09 65 19.19 SPAN OVER 8' HIGH. FLANGES WITH FASTENERS AT 8"-12" IS ALLOWED. ALL BATT INSULATION MAINTAINS THE RIGHT TO REQUIRE THE CONTRACTOR TO USE THE COMPONENTS SPECIFIED, IF THE WALL WITH REGARD TO THE LIMITING HEIGHT OF THE FRAMING MEMBER. ANY WALL EXPOSED TO AN VINYL TILES SHALL BE LAID WITH BORDER WIDTH VARYING TO MAINTAIN FULL SIZE TILES IN FIELD. LAY SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPMENT OF 450 OR LESS ALTERNATE SYSTEM FAILS TO MEET THE THERMAL PERFORMANCE REQUIREMENTS, THE MNFR IS NOT OVERHEAD DOOR OPENING IS TO HAVE AN INTERIOR LATERAL DESIGN LOAD OF 10 PSF. WALLS TILES SQUARE WITH ROOM AXIS. LAY TILE WITH MARBLEIZING OR TEXTURE PARALLEL TO ADJACENT (ASTM E-84). INSULATION TO BE OWENS CORNING UNFACED THERMAL BATT FOR WALLS, RECOGNIZED OR AGREEABLE TO THE ARCHITECT, OR THE SYSTEM IS INCOMPATIBLE W/ THE DESIGN SPANNING FROM FINISHED FLOOR TO UNDERSIDE OF ROOF AND OTHER TALL-WALLS TO BE DESIGNED TILE. CUT, FIT, AND SCRIBE BORDERS TO WALLS AND PARTITIONS AFTER APPLICATION OF FIELD TILES. QUIETZONE SHAFTWALL BY OWENS CORNING FOR SHAFTWALLS. THE R-VALUE IS TO BE THE INTENT OF THE GLAZING SYSTEM. ANY VARIATION OF THE SPECIFIED SYSTEM COMPONENTS ARE TO BE FOR 7.5 PSF LATERAL LOAD, AND A DEFLECTION OF L/360. HEAD OF WALL DEFLECTION TRACKS AND PROVIDE VINYL EDGE STRIP AT TRANSITIONS TO ADJACENT FLOORING (STATIC COEFFICIENT OF 0.6). IHGHEST VALUE FOR THE THICKNESS NOTED IN THE PARTITION TYPES. DISCUSSED WITH ARCHITECT PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS. BOTTOM RUNNER TRACKS TO BE SIZED TO ACCEPT WALL FORCES, AND BE CONNECTED TO ROOF DECK AND FLOOR WITH FASTENERS AND ANCHORAGE TO RESIST THE TRANSFERRED LOADS. THE PROVIDE AND INSTALL ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE TILE. 12"x12", 1/8" THICK. TYPE II: NON-REFLECTIVE MEMBRANE COVERING, SEMI-RIGID WHERE REQUIRED FOR SELF-SUPPORT. THE SYSTEM IS TO MEET THE REQUIREMENTS OF THE MAXIMUM AIR LEAKAGE RATE FOR FENESTRATION SUB-CONTRACTOR IS TO PROVIDE ENGINEERING CALCULATIONS TO SUPPORT THE METAL STUD USE ARMSTRONG S-515 FLOOR TILE ADHESIVE IN QUANTITY AND APPLICATION METHOD APPROVED BY IN CONCEALED SPACES AND WHERE EXPOSED ABOVE THE CEILING. PROVIDE SUPPLEMENTAL ASSEMBLIES, AS STATED IN THE PREVAILING ENERGY CODE, AND BE SO DOCUMENTED BY THE MNFR FRAMING DESIGN STAMPED BY A STRUCTURAL ENGINEER OR CERTIFIED BY THE METAL STUD FRAMING MANUFACTURER. PREP FLOORING SUBSTRATE TO RECEIVE TILE INCLUDING REMOVING BURRS, FILLING CONCEALED SPACES AND WHERE EXPOSED ABOVE THE CEILING. PROVIDE SUPPLEMENTAL VIA THE SUBCONTRACTOR FOR THE INSTALLED SYSTEM AND ASSEMBLY TYPE. THE DOCUMENTATION IS MANUFACTURER. VOIDS, CLEANING AND TESTING FOR ACCEPTABLE MOISTURE CONTENT PER THE REQUIREMENTS, SUPPORT FOR ANY SPAN OVER 8' HIGH. FLANGES w/ FASTENERS AT 8"-12" IS ALLOWED. ALL TO BE SUBMITTED TO THE ARCHITECT, FOR RECORD, AND THE CODE OFFICIAL UPON REQUEST. AND/OR RECOMMENDATIONS OF THE MANUFACTURER. COLOR, STYLE, AND PATTERN TO BE APPROVED BATT INSULATION SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPMENT MATERIALS: WHERE NOTED AND DETAILED ON DRAWINGS. BY ARCHITECT/OWNER/TENANT. OF 450 OR LESS (ASTM E-84). THE PERM RATING IS TO BE LESS THAN 1.0. THE R-VALUE IS TO WOOD DOORS: 08 14 16 BE THE HIGHEST VALUE FOR THE THICKNESS NOTED IN THE PARTITION TYPES. INSULATION PROVIDE PLAIN SLICED MAPLE FACED-VENEER SOLID CORE DOORS. DOORS SHALL COMPLY WITH RESILIENT WALL BASE: 09 65 13.13 TO BE OWENS CORNING PINK NEXT GEN FLAME SPREAD 25 PSK OR POLY-FACED BATTS. ARCHITECTURAL WOODWORK INSTITUTE SPECIFICATIONS. DOORS ARE TO BE PREFINISHED (STAIN VINYL BASE: COLOR AS SELECTED BY OWNER). DOORS TO BE WORD-PC-7 BY WESTERN OREGON DOOR; PC/PC20 BY PROVIDE AND INSTALL 4" HIGH COVED OR STRAIGHT VINYL BASE. USE MASTIC AND INSTALL AS TYPE III: REFLECTIVE MEMBRANE COVERING, SEMI-RIGID WHERE REQUIRED FOR SELF SUPPORT. IN AMPCO PRODUCTS, INC; OR EQUAL (MORGAN, FINESTRA). RECOMMENDED PER MANUFACTURER'S SPECIFICATIONS. COLOR, STYLE, AND PATTERNS TO BE CONCEALED SPACES AND WHERE EXPOSED ABOVE THE CEILING. PROVIDE SUPPLEMENTAL APPROVED BY TENANT. SUPPORT FOR ANY SPAN OVER 8' HIGH. FLANGES w/ FASTENERS AT 8"-12" IS ALLOWED. ALL PROVIDE 1/4" CLEAR TEMPERED GLASS (RATED GLASS WHERE REQUIRED BY CODE) AS INDICATED IN BATT INSULATION SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPMENT DOOR SCHEDULE. THE STYLE OF LITE TO BE MANUFACTURER'S STANDARD FOR THE TYPE INDICATED VINYL BASE MANUFACTURER TO BE JOHNSONITE. ARMSTRONG, AZROCK, ROPPE, VPI, AND KENCOVE OF 450 OR LESS (ASTM E-84). THE PERM RATING IS TO BE LESS THAN 1.0. THE R-VALUE IS TO ON DOOR SCHEDULE, WITH APPLIED WOOD STOP TO MATCH DOOR FINISH. ARE APPROVED EQUAL, PROVIDED BOTH THE COLOR SPECIFIED AND QUALITY OF PRODUCT IS EQUAL. BE THE HIGHEST VALUE FOR THE THICKNESS NOTED IN THE PARTITION TYPES. INSULATION TO BE OWENS CORNING FLAME SPREAD 25 FSK. Page 173 of 328 Page 174 of 328 Page 175 of 328 Page 176 of 328 GT Palatine ll, LLC 2240 N Rand Rd Palatine, IL 60074 Primary Owner: Bakhtierzhon Mominov Date: February 13,2026 GT Palatine ll, LLC plans to operate a transportation and logistics business from the above-referenced property. The facility will serve as a dispatch, fleet management, and operational support location for vehicles serving Palatine and the surrounding Ghicago suburbs. Hours of operation will be 7:00 a.m. to 7:00 p.m. daily. On-site activities will include: . Routine truck maintenance conducted indoors, preventative service, all spectra of the repairs in compliance with all safety and environmental regulations. . A truck and trailer wash, utilizing proper drainage and wastewater management systems. . Designated truck and employee parking, including overflow parking areas contained entirely within the propefi to prevent congestion on public roadways. . lndoor storage for operational supplies, parts, and equipment associated with transportation services. GT Palatine ll, LLC anticipates employing approximately 60-70 employees, contributing to Iocal job creation and economic growth. The company is committed to maintaining an orderly site, complying with all applicable zoning and regulatory requiremehb, and operating in a manner that minimizes impact on surrou nding properties. Sincerely, Bakhtierzhon Mominov Page 177 of 328  Traffic Impact Study Proposed Industrial Development Palatine, Illinois SITE Prepared For: February 10, 2026 Page 178 of 328 1. Introduction This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for a proposed industrial development to be located in Palatine, Illinois. The site, which currently contains Mundo Autos and CMI Contractors Material, Inc., is located on the west side of Rand Road south of Lake Cook Road and is proposed to contain an approximately 44,911 square-foot industrial building with passenger vehicle and truck parking spaces. Access will be provided off Rand Road at two locations. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system while Figure 2 shows an aerial view of the site. The sections of this report present the following: • Existing roadway conditions • A description of the proposed development • Directional distribution of the development traffic • Vehicle trip generation for the development • Future traffic conditions including access to the development • Traffic analyses for the weekday morning and weekday evening peak hours • Recommendations with respect to adequacy of the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning and evening peak hours for the following conditions: 1. Existing Conditions – Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. No-Build Conditions – Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes increased by an ambient area growth factor not attributable to any particular development. 3. Projected Conditions – Analyzes the capacity of the future roadway system using the projected traffic volumes that include the existing traffic volumes, ambient area growth not attributable to any particular development, and the increase in traffic estimated to be generated by the proposed development. Industrial Development Palatine, Illinois 1 Page 179 of 328  SITE Site Location Figure 1 Proposed Industrial Development Palatine, Illinois 2 Page 180 of 328  Lake Cook Road SITE Aerial View of Site Figure 2 Proposed Industrial Development Palatine, Illinois 3 Page 181 of 328 2. Existing Conditions Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Site Location The site, which currently contains Mundo Autos and CMI Contractors Material, Inc., is bounded by Spring Align to the northwest, Rand Road to the northeast, Enterprise to the southeast, Deer Grove Forest Preserve to the west, and UPS to the south. Land uses in the site are a mixture of commercial, residential, and industrial and include Chevrolet of Palatine and Avers Auto Sales to the north, Car City and Palatine Motors to the south, and Hyundai of Palatine, Brown Tree Service, International Auto Brokers, and Public Storage on the northeast side of Rand Road. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. Rand Road (U.S. Route 12) is a northwest-southeast, principal arterial roadway that provides two lanes in each direction generally divided by a two-way left-turn lane. At its signalized intersection with Lake Cook Road, Rand Road provides dual left-turn lanes, a through lane, and a shared through/right-turn lane on both approaches. At its unsignalized intersections with the access drives south of Lake Cook Road, Rand Road provides two lanes in each direction. For approximately 700 feet south of Lake Cook Road, Rand Road is divided by a barrier median. South of the barrier median, Rand Road is divided by a two-way left-turn lane. This turn lane serves numerous access drives including the Auto Land Group, International Auto Brokers, Enterprise, and Public Storage access drives that are analyzed in this study. Rand Road is under the jurisdiction of the Illinois Department of Transportation (IDOT), designated as a Strategic Regional Arterial (SRA) route, has a posted speed limit of 35 miles per hour, and carries an annual average daily traffic (AADT) volume of 44,900 vehicles northwest of Lake Cook Road and 27,400 vehicles southeast of Lake Cook Road (IDOT 2023). Lake Cook Road is an east-west, principal arterial roadway that provides two lanes in each direction. At its signalized intersection with Rand Road, Lake Cook Road provides an exclusive left-turn lane, two through lanes, an exclusive right-turn lane on the eastbound approach and an exclusive left-turn lane, two through lanes, and dual right-turn lanes on the westbound approach. Lake Cook Road is under the jurisdiction of the Cook County Division of Transportation and Highways (CCDoTH), has a posted speed limit of 45 miles per hour, and carries an AADT volume of 17,200 vehicles west of Rand Road and 39,900 vehicles east of Rand Road (IDOT 2022). East of Rand Road, Lake Cook Road is designated as an SRA route. Proposed Industrial Development Palatine, Illinois 4 Page 182 of 328  R N R A O N A D D NOT TO SCALE SHELL 45 LAKE COOK ROAD HYUNDAI OF CHEVROLET OF PALATINE PALATINE 12 PREMIUM AUTO SALES RAND ROAD @ 35 AUTO BROKERS NORTH B ACCESS DRIVE/ PROP ACCESS DRIVE SPRING ALIGN M RAND ROAD @ A BROWN TREE ACCESS DRIVE BROWN TREE SERVICE A INTERNATIONAL B AUTO BROKERS PUBLIC 35 STORAGE SITE ENTERPRISE LEGEND ENTERPRISE - TRAVEL LANE - TRAFFIC SIGNAL - STOP SIGN XX - SPEED LIMIT SIGN - NO TURN ON RED SIGN - TWO-WAY LEFT TURN LANE M - MEDIAN Industrial Development Existing Roadway Characteristics Kenig,Lindgren,O'Hara,Aboona,Inc. Palatine, Illinois Job No: 25-373 Figure: 3 5 Page 183 of 328 Existing Traffic Volumes In order to determine current traffic conditions within the study area, KLOA, Inc. conducted peak period traffic counts utilizing Miovision Scout Collection Units at the following intersections: • Rand Road with Lake Cook Road • Rand Road with the Auto Broker north access drive • Rand Road with the Auto Brokers south access drive The traffic counts at the intersection of Rand Road with Lake Cook Road and the counts at the access drives were conducted on Tuesday, January 6, 2026 during the weekday morning (6:00 A.M. to 9:00 A.M.) and weekday evening (4:00 P.M. to 7:00 P.M.) peak periods. The results of the traffic counts show that the peak hours of traffic generally occur between 7:15 A.M. and 8:15 A.M. during the weekday morning peak period and between 4:30 P.M. and 5:30 P.M. during the weekday evening peak period. Copies of the traffic count summary sheets are included in the Appendix. The existing traffic volumes, inclusive of heavy vehicles, are illustrated in Figure 4. The existing heavy vehicle traffic volumes are illustrated in Figure 5. Crash Summary KLOA, Inc. obtained crash data for the most recent available past five years (2018 to 2022) at the intersection of Rand Road with Lake Cook Road. A review of the crash data revealed no fatalities were reported at the intersection during the review period. A summary of the crash data for the intersection is shown in Table 1. 1 0F Table 1 RAND ROAD WITH LAKE COOK ROAD - CRASH SUMMARY Type of Crash Severity Year A HO O RE S T Other Total PD I F 2020 1 0 0 13 1 8 0 23 19 7 0 2021 0 0 1 13 5 5 0 24 23 1 0 2022 2 0 0 15 0 6 0 23 18 5 0 2023 0 0 0 16 3 8 0 27 26 2 0 2024 0 0 0 8 0 7 0 15 15 0 0 Total 1 0 0 13 1 8 0 23 19 7 0 Avg <1.0 <1.0 <1.0 13.2 2 7.2 <1.0 23.2 21 3 <1.0 A – Angle; HO – Head On; O – Object; RE – Rear End; S – Sideswipe; T – Turning PD – Property Damage; I – Injury; F - Fatal 1 IDOT DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). Proposed Industrial Development Palatine, Illinois 6 Page 184 of 328  R N R A O N A D D NOT TO SCALE ) 15 (8 6) 6 (84 11) 92 4 ( 712 (1067) 1 2 378 (746) 11 24 (17) LAKE COOK ROAD 13 (18) ) (2 ) 757 (383) 5 83 1 (0 ) 15 1 0 320 (169) ) 58 ) (5 (8 9) (0 ) 1 3 5 (2 (113 48 7 10 1 ) 4 ) 19 (0 (1 ) 12 12 6 (0 ) 0 (0 84 0 15 0 RAND ROAD @ ) (0 ) AUTO BROKERS NORTH 3 0 B 13 0 ACCESS DRIVE/ (1 16 0 PROP ACCESS DRIVE 5 ) 2) ) 9 14 (1 (11 (1 M 12 6 612 RAND ROAD @ A BROWN TREE 4) 19 ACCESS DRIVE (1 A B ) (0 ) 1 (0 C 82 0 15 1 ) ) (1 ) (0 ) 3 1 (0 ) 13 7 0 (4 (1 1 ) SITE 15 7 (1 ) ) 0 94 0 9 ) 12 ) (0 (11 (1 (3 5 ) 2 12 ) 19 6 (1 (1 2 8 ) 0 5) RAND ROAD @ (1 6 ( C AUTO BROKERS SOUTH 4 ) 6 (0 ) ACCESS DRIVE 0 (9 11 LEGEND 00 - AM PEAK HOUR (7:15-8:15 AM) (00) - PM PEAK HOUR (4:30-5:30 PM) Industrial Development Existing Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Palatine, Illinois Job No: 25-373 Figure: 4 7 Page 185 of 328  R N R A O N A D D NOT TO SCALE 8) (2 9) 2 33 ( (1) 73 (14) 32 0 14 (4) 0 (1) LAKE COOK ROAD 1 (1) 9 (5) 1 0 (9) ) (0 8) 41 ( 22 (1) 5) 4 (3 28 2) 12 (1 41 5) RAND ROAD @ (3 AUTO BROKERS NORTH B ACCESS DRIVE/ 41 PROP ACCESS DRIVE 8 2 5) 2) (3 (1 M 28 RAND ROAD @ 2) A BROWN TREE (1 ACCESS DRIVE A B C 41 5) (3 1 ) SITE 4 5) 1 (0 28 (3 2) (1 1 ) ) ) (0 12 RAND ROAD @ (0 ( 1 8 C AUTO BROKERS SOUTH 2 ACCESS DRIVE LEGEND 00 - AM PEAK HOUR (7:15-8:15 AM) (00) - PM PEAK HOUR (4:30-5:30 PM) Industrial Existing Traffic Volumes Development Kenig,Lindgren,O'Hara,Aboona,Inc. Trucks Palatine, Illinois Job No: 25-373 Figure: 5 8 Page 186 of 328 3. Traffic Characteristics of the Proposed Development In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. Proposed Site and Development Plan As indicated earlier, the site will be redeveloped with a warehousing and transportation services facility that will contain a 58,000 square-foot building. Access to the facility is proposed to be provided as follows: • A full-movement access drive on the southwest side of Rand Road located approximately 1,045 feet southeast of Lake Cook Road that will serve the employee parking lots. This access drive will provide one inbound lane and one outbound lane with outbound movements under stop sign control. This access drive will replace an existing access drive at this location. Inbound left-turn movements at this access drive can be accommodated within the existing two-way left-turn lane on Rand Road. Truck access will not be permitted at this access drive and signage indicating as such will be provided. • A right-in/right-out access drive on the southwest side of Rand Road located approximately 515 feet south of Lake Cook Road that will serve the employee parking lots and truck loading bays. This access drive will provide one inbound lane and one outbound lane restricted to right-turn movements only via the barrier median on Rand Road. Outbound movements will be under stop sign control. This access drive will replace an existing access drive at this location. It should be noted that the proposed facility will replace five existing access drives along the site frontage, of which two are full-movement access drives. This reduction in conflict points will improve safety and traffic flow on Rand Road. This is especially true given the proximity of the facility to the signalized intersection of Rand Road with Lake Cook Road and the proximity of the other numerous existing access drives on Rand Road. A copy of the preliminary site plan is included in the Appendix. Directional Distribution The directions from which traffic will approach and depart the site were estimated based on existing travel patterns, as determined from the traffic counts. Figure 6 illustrates the directional distribution of the site-generated traffic. Figure 6 also shows the distance, in feet, between the existing and proposed access intersections. Proposed Industrial Development Palatine, Illinois 9 Page 187 of 328  R % A 0 N R O N 4 A D % D ) 0 % NOT TO SCALE 4 (0 ) % 0 (1 15% (80%) 20% (0%) LAKE COOK ROAD 20% (10%) 15% (0%) 12 ' 5 2 6 M ' 5 3 3 ' 0 7 ' 0 SITE 10 % 5 % 2 5 ) 2 % (0 ) % 0 0 (1 LEGEND 00% - PERCENT DISTRIBUTION - PASSENGER VEHICLES (00%) - PERCENT DISTRIBUTION - TRUCKS 00' - DISTANCE IN FEET Industrial Development Directional Distribution Kenig,Lindgren,O'Hara,Aboona,Inc. Palatine, Illinois Job No: 25-373 Figure: 6 10 Page 188 of 328 Development Traffic Generation The volume of traffic estimated to be generated by the proposed development was based on trip generation rates published by the Institute of Transportation Engineers (ITE) in its 12th Edition of the Trip Generation Manual. The total trips anticipated by the development of the weekday morning and evening peak hours as well as the weekday daily traffic volumes are shown in Table 2. Table 2 ESTIMATED DEVELOPMENT-GENERATED TRAFFIC VOLUMES ITE Weekday Morning Weekday Evening Weekday Land-Use Type/Size Peak Hour Peak Hour Daily Code In Out Total In Out Total Trips Warehouse 150 14 4 18 7 18 25 62 (44,911 sq. ft) Proposed Industrial Development Palatine, Illinois 11 Page 189 of 328 4. Projected Traffic Conditions The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to ambient growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 6). The new passenger traffic assignment for the development is illustrated in Figure 7. Background (No-Build) Traffic Conditions The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any planned development). Based on AADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP), the existing traffic volumes were increased by an annually compounded growth rate of 0.3 percent per year for six years (buildout year plus five years) for a total of approximately three percent. The projected Year 2031 no-build traffic volumes, which include the projected existing traffic volumes increased by the regional growth factor, are illustrated in Figure 8. Total Projected Traffic Volumes The development-generated traffic (Figures 7 and 8) was added to the Year 2031 no-build traffic volumes to determine the projected Year 2031 total projected traffic volumes, as shown in Figure 9. Proposed Industrial Development Palatine, Illinois 12 Page 190 of 328  R N R A O N A D D NOT TO SCALE 6 ) (3 1 (1) LAKE COOK 3 (1) ROAD ) (3 ) 2 1 1 6 ( 3 ) ) (4 ) (3 (2 0 4 ) 2 ) (2 (1 ) 12 3 (2 0 4 ) RAND ROAD @ (6 AUTO BROKERS NORTH B ACCESS DRIVE/ 3 PROP ACCESS DRIVE 3 ) 7 ) (1 2 (2 ) (3 M 3 RAND ROAD @ ) 2) (4 (1 A BROWN TREE 1 ACCESS DRIVE A B C 1 ) (6 SITE 1 ) 4 (6 ) (2 4 ) RAND ROAD @ (2 C AUTO BROKERS SOUTH ACCESS DRIVE LEGEND 00 - AM PEAK HOUR (7:15-8:15 AM) (00) - PM PEAK HOUR (4:30-5:30 PM) Industrial Development Site-Generated Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Palatine, Illinois Job No: 25-373 Figure: 7 13 Page 191 of 328  R N R A O N A D D NOT TO SCALE ) 39 ) (8 71 4 (8 11) 733 (1099) 95 7 ( 4 2 389 (768) 11 25 (18) LAKE COOK ROAD 13 (19) ) (2 ) 0 1 (0 780 (394) 5 3 ) 16 1 0 330 (174) ) 84 ) (0 ) (5 (8 6) 7 0 (22 (116 50 0 11 1 ) 0 ) 23 (0 (1 ) 12 3 0 (0 ) 6 0 (0 32 0 16 0 RAND ROAD @ ) (0 ) AUTO BROKERS NORTH 16 7 48 B (1 16 ACCESS DRIVE/ 0 PROP ACCESS DRIVE ) 1) 6 3 17 ) (1 (1 (12 M 0 3 6 630 RAND ROAD @ A BROWN TREE ) 0 ACCESS DRIVE 23 (1 A B ) (0 ) 1 (0 C 29 0 16 1 ) ) (1 ) (0 ) 7 1 (0 ) 4 16 2 0 (4 (1 1 ) SITE 16 (1 ) ) 0 0 0 3 ) 23 16 ) (0 (1 (1 (3 5 ) 8 30 ) 122 6 (1 ( 2 6 ) 2 5) RAND ROAD @ (1 6 ( C AUTO BROKERS SOUTH 4 ) 6 (0 ) ACCESS DRIVE 0 (9 11 LEGEND 00 - AM PEAK HOUR (7:15-8:15 AM) (00) - PM PEAK HOUR (4:30-5:30 PM) Industrial Development Year 2031 No-Build Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Palatine, Illinois Job No: 25-373 Figure: 8 14 Page 192 of 328  R N R A O N A D D NOT TO SCALE ) 39 ) (8 47 4 (8 11) 95 3 ( 733 (1099) 5 2 389 (768) 11 26 (19) LAKE COOK ROAD ) (2 ) 13 (19) 1 (0 ) 780 (394) 6 32 0 (0 ) 16 ) 0 333 (175) (0 ) ) 90 (8 (8 9) 1 7 2 (22 17 ) (1 (2 50 0 3 2 ) 11 ) 23 (0 (1 1 4 ) ) 3 2 6 (2 (1 ) 4 ) 12 3 (0 ) (0 ) 0 (2 0 (0 0 36 0 16 0 ) RAND ROAD @ (0 ) 3 AUTO BROKERS NORTH 17 51 B (1 ACCESS DRIVE/ 0 16 ) PROP ACCESS DRIVE ) 8 3 ) 4 17 ) (1 (12 (1 (3 7 M 3 3 6 633 RAND ROAD @ ) (4 2) A BROWN TREE 1 24 ACCESS DRIVE (1 A B ) (0 ) 1 (0 C 30 0 16 1 ) ) (1 ) (0 ) 3 1 (0 ) 5 17 2 0 (4 (1 1 SITE 16 (1 ) 0 2) 0 9) ) 23 16 ) (0 (1 (1 (3 5 ) 0 34 ) 2 3 6 (1 (1 2 0 ) 3 5) RAND ROAD @ (1 6 ( C 4 ) AUTO BROKERS SOUTH (0 ) 6 ACCESS DRIVE 0 (9 11 LEGEND 00 - AM PEAK HOUR (7:15-8:15 AM) (00) - PM PEAK HOUR (4:30-5:30 PM) Industrial Development Year 2031 Total Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Palatine, Illinois Job No: 25-373 Figure: 9 15 Page 193 of 328 5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday morning and evening peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modifications are required. Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and evening peak hours for the existing, Year 2031 no-build, and Year 2031 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 7th Edition and analyzed using Synchro/SimTraffic 12 software. The analysis for the traffic-signal controlled intersections were accomplished using actual cycle lengths and phasings to determine the average overall vehicle delay and levels of service. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing, Year 2031 no-build, and Year 2031 total projected conditions are presented in Tables 3 through 6. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. Proposed Industrial Development Palatine, Illinois 16 Page 194 of 328 Table 3 CAPACITY ANALYSIS RESULTS - RAND ROAD WITH LAKE COOK ROAD - SIGNALIZED Eastbound Westbound Northwest-bound Southeast-bound Peak (Lake Cook Road) (Lake Cook Road) (Rand Road) (Rand Road) Overall Hour L T R L T R L T/R L T/R Weekday C E D D D C F C E D Morning 34.9 59.9 42.7 37.4 46.3 21.4 99+ 28.2 73.8 40.9 D Peak 52.4 Existing Hour D–54.5 C–30.2 E – 65.0 D – 46.8 Conditions Weekday D D C C E C E C E D Evening 36.9 46.3 30.9 34.9 59.3 28.3 76.1 28.2 74.4 49.8 D Peak 47.3 Hour D – 41.4 D – 41.0 D – 51.5 D – 54.8 Weekday C E D D D C F C E D Morning 34.9 60.3 42.8 37.8 46.1 21.7 99+ 29.2 74.0 41.1 E Peak 56.1 No-Build Hour D – 54.9 C – 30.3 E – 73.4 D – 47.0 Conditions Weekday D D C D E C F C E D Evening 37.4 48.3 32.4 35.2 60.0 29.1 84.1 28.8 74.7 50.8 D Peak 49.4 Hour D – 43.2 D – 41.8 E – 55.8 E – 55.6 Weekday C E D D D C F C E D Morning 34.9 60.4 43.1 38.0 46.1 21.7 99+ 29.3 74.0 41.2 E Total Projected Peak 56.1 Hour D – 55.0 C – 30.3 E – 73.3 D – 47.0 Conditions Weekday D D C D E C F C E D Evening 37.4 48.3 32.4 35.3 60.0 29.1 84.1 29.0 74.7 51.2 D Peak 49.5 Hour D – 43.2 D – 41.8 E – 55.8 E – 56.0 Letter denotes Level of Service L – Left-Turns R – Right-Turns Delay is measured in seconds. T – Through Proposed Industrial Development Palatine, Illinois 17 Page 195 of 328 Table 4 CAPACITY ANALYSIS RESULTS – UNSIGNALIZED - EXISTING CONDITIONS Weekday Morning Weekday Evening Intersection Peak Hour Peak Hour LOS Delay LOS Delay Rand Road & Brown Tree Access Drive • Southwest-bound Approach - - - - • Southeast-bound Left Turn - - - - Site South Access Drive/North Access Drive & Rand Road • Southwest-bound Approach B 10.5 B 14.0 • Southeast-bound Left Turn A 8.9 - - Rand Road with Auto Broker South Access Drive • Southwest-bound B 10.6 - - • Southeast-bound Left Turn A 9.0 - - Rand Road with the Enterprise Access Drive and the Public Storage Access Drive • Northeast-bound Approach D 28.2 C 15.8 • Southwest-bound Approach B 10.4 D 30.6 • Northwest -bound Left Turn B 14.8 B 11.3 • Southeast-bound Left Turn - - B 11.7 LOS = Level of Service 1 – All-way stop control Delay is measured in seconds. 2 – Two-way stop control Proposed Industrial Development Palatine, Illinois 18 Page 196 of 328 Table 5 CAPACITY ANALYSIS RESULTS – UNSIGNALIZED – NO-BUILD CONDITIONS Weekday Morning Weekday Evening Intersection Peak Hour Peak Hour LOS Delay LOS Delay Rand Road & Brown Tree Access Drive • Southwest-bound Approach - - - - • Southeast-bound Left Turn - - - - Site South Access Drive/North Access Drive & Rand Road • Southwest-bound Approach B 10.6 B 14.2 • Southeast-bound Left Turn A 9.0 - - Rand Road with Auto Broker South Access Drive • Southwest-bound B 10.6 - - • Southeast-bound Left Turn A 9.1 - - Rand Road with the Enterprise Access Drive and the Public Storage Access Drive • Northeast-bound Approach D 29.8 C 16.1 • Southwest-bound Approach B 10.5 D 32.0 • Northwest -bound Left Turn C 15.3 B 11.5 • Southeast-bound Left Turn - - B 11.9 LOS = Level of Service 1 – All-way stop control Delay is measured in seconds. 2 – Two-way stop control Proposed Industrial Development Palatine, Illinois 19 Page 197 of 328 Table 6 CAPACITY ANALYSIS RESULTS–UNSIGNALIZED - TOTAL PROJECTED CONDITIONS Weekday Morning Weekday Evening Intersection Peak Hour Peak Hour LOS Delay LOS Delay Site North Access Drive & Rand Road • Northeast-bound Approach C 17.3 B 13.5 Rand Road & Brown Tree Access Drive • Southwest-bound Approach - - - - • Southeast-bound Left Turn - - - - Site South Access Drive/North Access Drive & Rand Road • Southwest-bound Approach B 10.6 B 14.3 • Northeast-bound Approach F 59.9 E 36.0 • Southeast-bound Left Turn A 9.0 - - • Northwest-bound Left Turn C 16.1 B 12.0 Rand Road with Auto Broker South Access Drive • Southwest-bound B 10.7 - - • Southeast-bound Left Turn A 9.1 - - Rand Road with the Enterprise Access Drive and the Public Storage Access Drive • Northeast-bound Approach D 29.8 C 16.2 • Southwest-bound Approach B 10.5 D 32.2 • Northwest -bound Left Turn C 15.3 B 11.6 • Southeast-bound Left Turn - - B 11.9 LOS = Level of Service 1 – All-way stop control Delay is measured in seconds. 2 – Two-way stop control Proposed Industrial Development Palatine, Illinois 20 Page 198 of 328 Discussion and Recommendations The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development-generated traffic. Rand Road with Lake Cook Road The results of the capacity analysis indicate that overall, this intersection currently operates at Level of Service (LOS) D during the weekday morning and weekday evening peak hours. Further, all approaches operate at LOS E or better during both peak hours. Under Year 2031 no-build traffic conditions, this intersection is projected to operate at LOS E during the weekday morning and LOS D during weekday evening peak hours with increases in delay of approximately four seconds or less. Under Year 2031 total projected traffic conditions, this intersection is projected to continue to operate at LOS E during the weekday morning peak and LOS D during weekday evening peak hours with no increases in delay over no-build conditions. Further, all approaches are projected to continue to operate at the no-build levels of service during both peak hours. It should be noted that the northwest-and southeast bound approaches are projected to operate at LOS E during both weekday morning and evening peak hour. However, the increase in delay is less than one second over no-build conditions. Further, the northwest-bound through/right-turn movement is projected to continue to operate with a volume to capacity (v/c) ratio of less than one during both peak hours and 95th percentile queues for this movement are projected to increase by approximately one vehicle during the peak hours over no-build conditions. Overall, the proposed development will increase the volume of traffic at this intersection by less than one-half percent and thus the traffic estimated to be generated by the proposed development will have a limited impact on the operations of this intersection. Rand Road with Site North Access Drive As proposed, a right-in/right-out access drive will be provided on the southwest side of Rand Road located approximately 625 feet south of Lake Cook Road. This access drive will provide one inbound lane and one outbound lane restricted to right-turn movements only via the barrier median on Rand Road. Outbound movements will be under stop sign control. This access drive will replace an existing access drive at this location. The results of the capacity analyses indicate that outbound movements from the access drive are projected to operate at LOS C or better during the weekday morning and weekday evening peak hours. As such, this access drive will be adequate in accommodating the traffic estimated to be generated by the proposed development. Rand Road with Proposed Site South Access Drive The results of the capacity analyses indicate that the critical movement at this intersection currently operates at LOS B or better during both weekday morning and evening peak hours. Under Year 2031 no-build conditions, the critical movements are projected to continue to operate at the same LOS during both peak hours. Proposed Industrial Development Palatine, Illinois 21 Page 199 of 328 Under Year 2031 total projected conditions, all of the critical movements are projected to continue to operate at LOS C or better during the peak hours except for outbound movements from the proposed access drive which are projected to operate at LOS F during the weekday morning peak hour and LOS E during the weekday evening peak hours. However, this level of service is expected for an access drive that has an unsignalized intersection with a major roadway such as Rand Road. As such, this access drive will be adequate in accommodating the traffic estimated to be generated by the proposed development. Rand Road with the Auto Broker South Access Drive The results of the capacity analyses indicate that the critical movement at this intersection currently operates at LOS B or better during both weekday morning and evening peak hour. Under the Year 2031 no-build and total projected conditions, the critical movements are projected to continue to operate at the existing LOS during both peak hours. As such, the volume of traffic estimated to be generated by the proposed development will have a limited impact on the operations of this access drive. Rand Road with the Enterprise Access Drive and the Public Storage Access Drive The results of the capacity analyses show that the critical movements at this intersection currently operate at LOS D or better during the weekday morning and weekday evening peak hours. Under Year 2031 no-build and total projected conditions, all critical movements are projected to continue to operate at LOS D or better during both peak hours. As such the intersection has sufficient reserve capacity to accommodate the development-generated traffic. Proposed Industrial Development Palatine, Illinois 22 Page 200 of 328 6. Conclusion Based on the proposed plan and the preceding evaluation, the following conclusions and recommendations are made: • The development is projected to increase the daily traffic volumes on US Route 12 by less than one percent. • A limited volume of traffic is projected to travel to/from Lake Cook Road. • The proposed access drives will be adequate in accommodating traffic entering and exiting the site. • The reduction in the number of access drives from five to two will reduce traffic conflicts and improve the safety of the traffic flow on Rand Road. Proposed Industrial Development Palatine, Illinois 23 Page 201 of 328  Appendix Traffic Count Summary Sheets Site Plan ITE Trip Generation Sheets CMAP 2050 Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets Page 202 of 328 Traffic Count Summary Sheets Page 203 of 328  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Rand Rd and Northern Access Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/06/2026 (847)518-9990 skazemzadehazad@kloainc.com Page No: 1 Turning Movement Data Eastbound Approach Access Dr Rand Rd Rand Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 56 1 0 57 0 4 190 0 0 194 253 6:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 74 9 0 83 0 7 227 0 0 234 319 6:30 AM 0 0 0 0 0 0 0 0 0 5 1 5 0 0 114 7 0 121 0 8 254 0 0 262 388 6:45 AM 0 0 0 0 0 0 0 0 0 7 1 7 0 0 112 6 0 118 0 6 307 0 0 313 438 Hourly Total 0 0 0 0 0 0 0 0 0 16 2 16 0 0 356 23 0 379 0 25 978 0 0 1003 1398 7:00 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 116 4 0 120 1 7 331 0 0 339 462 7:15 AM 0 0 0 0 0 0 0 2 0 5 0 7 0 0 130 2 0 132 1 6 354 0 0 361 500 7:30 AM 0 0 0 0 0 0 0 4 0 6 2 10 0 0 146 7 0 153 0 10 442 0 0 452 615 7:45 AM 0 0 0 0 0 0 0 4 0 9 0 13 0 0 154 8 0 162 0 7 402 0 0 409 584 Hourly Total 0 0 0 0 0 0 0 10 0 23 2 33 0 0 546 21 0 567 2 30 1529 0 0 1561 2161 8:00 AM 0 0 0 1 0 1 0 7 0 5 0 12 0 0 157 8 0 165 1 8 369 0 0 378 556 8:15 AM 0 0 0 0 0 0 0 0 0 7 1 7 0 0 138 4 0 142 0 8 319 0 0 327 476 8:30 AM 0 0 0 0 0 0 0 5 0 5 0 10 0 0 165 6 0 171 0 7 303 0 0 310 491 8:45 AM 0 0 0 0 0 0 1 3 0 4 0 8 0 0 166 9 1 175 0 9 323 0 0 332 515 Hourly Total 0 0 0 1 0 1 1 15 0 21 1 37 0 0 626 27 1 653 1 32 1314 0 0 1347 2038 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - - 4:00 PM 0 0 0 0 0 0 0 8 0 3 2 11 0 0 315 2 0 317 1 2 289 0 0 292 620 4:15 PM 0 0 0 0 0 0 0 1 0 4 0 5 0 0 272 5 0 277 1 4 281 0 0 286 568 4:30 PM 0 0 0 0 0 0 0 3 0 7 1 10 0 0 280 4 0 284 0 2 270 0 0 272 566 4:45 PM 0 0 0 1 0 1 0 1 0 5 0 6 0 0 281 13 0 294 1 7 311 0 0 319 620 Hourly Total 0 0 0 1 0 1 0 13 0 19 3 32 0 0 1148 24 0 1172 3 15 1151 0 0 1169 2374 5:00 PM 0 0 0 0 0 0 0 2 0 8 0 10 0 0 295 4 0 299 3 3 279 0 0 285 594 5:15 PM 0 0 0 0 0 0 0 3 0 5 0 8 0 0 313 5 0 318 0 2 264 0 0 266 592 5:30 PM 0 0 0 0 0 0 0 3 0 2 0 5 0 0 277 0 0 277 0 2 273 0 0 275 557 5:45 PM 0 0 0 0 0 0 0 1 0 3 0 4 0 0 225 5 0 230 0 2 221 0 0 223 457 Hourly Total 0 0 0 0 0 0 0 9 0 18 0 27 0 0 1110 14 0 1124 3 9 1037 0 0 1049 2200 6:00 PM 0 0 0 0 0 0 0 2 0 3 0 5 0 0 173 6 0 179 0 2 208 0 0 210 394 6:15 PM 0 0 0 0 0 0 0 1 0 3 0 4 0 0 198 6 0 204 0 1 201 0 0 202 410 6:30 PM 0 0 0 0 0 0 0 3 0 2 0 5 0 0 186 6 0 192 0 2 221 0 0 223 420 6:45 PM 0 0 0 0 0 0 0 1 0 5 0 6 0 0 160 4 0 164 0 6 176 0 0 182 352 Hourly Total 0 0 0 0 0 0 0 7 0 13 0 20 0 0 717 22 0 739 0 11 806 0 0 817 1576 Grand Total 0 0 0 2 0 2 1 54 0 110 8 165 0 0 4503 131 1 4634 9 122 6815 0 0 6946 11747 Approach % 0.0 0.0 0.0 100.0 - - 0.6 32.7 0.0 66.7 - - 0.0 0.0 97.2 2.8 - - 0.1 1.8 98.1 0.0 - - - Total % 0.0 0.0 0.0 0.0 - 0.0 0.0 0.5 0.0 0.9 - 1.4 0.0 0.0 38.3 1.1 - 39.4 0.1 1.0 58.0 0.0 - 59.1 - Lights 0 0 0 1 - 1 1 52 0 110 - 163 0 0 4380 130 - 4510 9 119 6565 0 - 6693 11367 Page 204 of 328  % Lights - - - 50.0 - 50.0 100.0 96.3 - 100.0 - 98.8 - - 97.3 99.2 - 97.3 100.0 97.5 96.3 - - 96.4 96.8 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 0 7 0 - 7 0 0 11 0 - 11 18 % Buses - - - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 - - 0.2 0.0 - 0.2 0.0 0.0 0.2 - - 0.2 0.2 Single-Unit Trucks 0 0 0 0 - 0 0 1 0 0 - 1 0 0 70 1 - 71 0 0 166 0 - 166 238 % Single-Unit - - - 0.0 - 0.0 0.0 1.9 - 0.0 - 0.6 - - 1.6 0.8 - 1.5 0.0 0.0 2.4 - - 2.4 2.0 Trucks Articulated Trucks 0 0 0 1 - 1 0 0 0 0 - 0 0 0 46 0 - 46 0 3 73 0 - 76 123 % Articulated - - - 50.0 - 50.0 0.0 0.0 - 0.0 - 0.0 - - 1.0 0.0 - 1.0 0.0 2.5 1.1 - - 1.1 1.0 Trucks Bicycles on Road 0 0 0 0 - 0 0 1 0 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 1 % Bicycles on - - - 0.0 - 0.0 0.0 1.9 - 0.0 - 0.6 - - 0.0 0.0 - 0.0 0.0 0.0 0.0 - - 0.0 0.0 Road Pedestrians - - - - 0 - - - - - 8 - - - - - 1 - - - - - 0 - - % Pedestrians - - - - - - - - - - 100.0 - - - - - 100.0 - - - - - - - - Page 205 of 328  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Rand Rd and Northern Access Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/06/2026 (847)518-9990 skazemzadehazad@kloainc.com Page No: 3 Turning Movement Peak Hour Data (7:15 AM) Eastbound Approach Access Dr Rand Rd Rand Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 7:15 AM 0 0 0 0 0 0 0 2 0 5 0 7 0 0 130 2 0 132 1 6 354 0 0 361 500 7:30 AM 0 0 0 0 0 0 0 4 0 6 2 10 0 0 146 7 0 153 0 10 442 0 0 452 615 7:45 AM 0 0 0 0 0 0 0 4 0 9 0 13 0 0 154 8 0 162 0 7 402 0 0 409 584 8:00 AM 0 0 0 1 0 1 0 7 0 5 0 12 0 0 157 8 0 165 1 8 369 0 0 378 556 Total 0 0 0 1 0 1 0 17 0 25 2 42 0 0 587 25 0 612 2 31 1567 0 0 1600 2255 Approach % 0.0 0.0 0.0 100.0 - - 0.0 40.5 0.0 59.5 - - 0.0 0.0 95.9 4.1 - - 0.1 1.9 97.9 0.0 - - - Total % 0.0 0.0 0.0 0.0 - 0.0 0.0 0.8 0.0 1.1 - 1.9 0.0 0.0 26.0 1.1 - 27.1 0.1 1.4 69.5 0.0 - 71.0 - PHF 0.000 0.000 0.000 0.250 - 0.250 0.000 0.607 0.000 0.694 - 0.808 0.000 0.000 0.935 0.781 - 0.927 0.500 0.775 0.886 0.000 - 0.885 0.917 Lights 0 0 0 1 - 1 0 16 0 25 - 41 0 0 557 25 - 582 2 30 1523 0 - 1555 2179 % Lights - - - 100.0 - 100.0 - 94.1 - 100.0 - 97.6 - - 94.9 100.0 - 95.1 100.0 96.8 97.2 - - 97.2 96.6 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 0 2 0 - 2 0 0 4 0 - 4 6 % Buses - - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 0.3 0.0 - 0.3 0.0 0.0 0.3 - - 0.3 0.3 Single-Unit Trucks 0 0 0 0 - 0 0 1 0 0 - 1 0 0 19 0 - 19 0 0 24 0 - 24 44 % Single-Unit - - - 0.0 - 0.0 - 5.9 - 0.0 - 2.4 - - 3.2 0.0 - 3.1 0.0 0.0 1.5 - - 1.5 2.0 Trucks Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 9 0 - 9 0 1 16 0 - 17 26 % Articulated - - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 1.5 0.0 - 1.5 0.0 3.2 1.0 - - 1.1 1.2 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on - - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 0.0 0.0 0.0 - - 0.0 0.0 Road Pedestrians - - - - 0 - - - - - 2 - - - - - 0 - - - - - 0 - - % Pedestrians - - - - - - - - - - 100.0 - - - - - - - - - - - - - - Page 206 of 328  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Rand Rd and Northern Access Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/06/2026 (847)518-9990 skazemzadehazad@kloainc.com Page No: 4 Turning Movement Peak Hour Data (4:30 PM) Eastbound Approach Access Dr Rand Rd Rand Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 4:30 PM 0 0 0 0 0 0 0 3 0 7 1 10 0 0 280 4 0 284 0 2 270 0 0 272 566 4:45 PM 0 0 0 1 0 1 0 1 0 5 0 6 0 0 281 13 0 294 1 7 311 0 0 319 620 5:00 PM 0 0 0 0 0 0 0 2 0 8 0 10 0 0 295 4 0 299 3 3 279 0 0 285 594 5:15 PM 0 0 0 0 0 0 0 3 0 5 0 8 0 0 313 5 0 318 0 2 264 0 0 266 592 Total 0 0 0 1 0 1 0 9 0 25 1 34 0 0 1169 26 0 1195 4 14 1124 0 0 1142 2372 Approach % 0.0 0.0 0.0 100.0 - - 0.0 26.5 0.0 73.5 - - 0.0 0.0 97.8 2.2 - - 0.4 1.2 98.4 0.0 - - - Total % 0.0 0.0 0.0 0.0 - 0.0 0.0 0.4 0.0 1.1 - 1.4 0.0 0.0 49.3 1.1 - 50.4 0.2 0.6 47.4 0.0 - 48.1 - PHF 0.000 0.000 0.000 0.250 - 0.250 0.000 0.750 0.000 0.781 - 0.850 0.000 0.000 0.934 0.500 - 0.939 0.333 0.500 0.904 0.000 - 0.895 0.956 Lights 0 0 0 0 - 0 0 9 0 25 - 34 0 0 1157 26 - 1183 4 14 1088 0 - 1106 2323 % Lights - - - 0.0 - 0.0 - 100.0 - 100.0 - 100.0 - - 99.0 100.0 - 99.0 100.0 100.0 96.8 - - 96.8 97.9 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 1 0 - 1 1 % Buses - - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 0.0 0.0 0.1 - - 0.1 0.0 Single-Unit Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 7 0 - 7 0 0 25 0 - 25 32 % Single-Unit - - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 0.6 0.0 - 0.6 0.0 0.0 2.2 - - 2.2 1.3 Trucks Articulated Trucks 0 0 0 1 - 1 0 0 0 0 - 0 0 0 5 0 - 5 0 0 10 0 - 10 16 % Articulated - - - 100.0 - 100.0 - 0.0 - 0.0 - 0.0 - - 0.4 0.0 - 0.4 0.0 0.0 0.9 - - 0.9 0.7 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on - - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 0.0 0.0 0.0 - - 0.0 0.0 Road Pedestrians - - - - 0 - - - - - 1 - - - - - 0 - - - - - 0 - - % Pedestrians - - - - - - - - - - 100.0 - - - - - - - - - - - - - - Page 207 of 328  Study Name Rand Rd And Southern Access Dr Start Date Tuesday, January 06, 2026 6:00 AM End Date Tuesday, January 06, 2026 7:00 PM Site Code Report Summary Northbound Southbound Northwest Time Period Class. U T BR HR I O U HL BL T I O U Peak 1 Lights 0 581 0 0 581 1505 0 0 0 1505 1505 581 0 Specified Period % 0% 95% 0% 0% 95% 97% 0% 0% 0% 97% 97% 95% 0% 7:15 AM - 8:15 AM Buses 0 2 0 0 2 4 0 0 0 4 4 2 0 One Hour Peak % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 7:15 AM - 8:15 AM Single-Unit Trucks 0 21 0 0 21 25 0 0 0 25 25 21 0 % 0% 3% 0% 0% 3% 2% 0% 0% 0% 2% 2% 3% 0% Articulated Trucks 0 6 0 0 6 17 0 0 0 17 17 6 0 % 0% 1% 0% 0% 1% 1% 0% 0% 0% 1% 1% 1% 0% Bicycles on Road 0 1 0 0 1 0 0 0 0 0 0 1 0 % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Total 0 611 0 0 611 1551 0 0 0 1551 1551 611 0 PHF 0 0.9 0 0 0.9 0.88 0 0 0 0.88 0.88 0.9 0 Approach % 28% 72% 72% 28% Peak 2 Lights 0 1194 0 0 1194 1074 0 0 0 1074 1074 1194 0 Specified Period % 0% 99% 0% 0% 99% 96% 0% 0% 0% 96% 96% 99% 0% 4:30 PM - 5:30 PM Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 One Hour Peak % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 4:30 PM - 5:30 PM Single-Unit Trucks 0 8 0 0 8 27 0 0 0 27 27 8 0 % 0% 1% 0% 0% 1% 2% 0% 0% 0% 2% 2% 1% 0% Articulated Trucks 0 5 0 0 5 12 0 0 0 12 12 5 0 % 0% 0% 0% 0% 0% 1% 0% 0% 0% 1% 1% 0% 0% Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Page 208 of 328  Total 0 1207 0 0 1207 1113 0 0 0 1113 1113 1207 0 PHF 0 0.96 0 0 0.96 0.9 0 0 0 0.9 0.9 0.96 0 Approach % 52% 48% 48% 52% Page 209 of 328  Northwestbound Southwestbound Crosswalk HL BR R I O U L BL HR I O Total PedestriansTotal 0 0 0 0 0 0 0 0 0 0 0 2086 S 0 0 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 96% 0% 0 0 0 0 0 0 0 0 0 0 0 6 N 0 0 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0 0 0 0 0 0 0 0 0 0 0 46 SE 0 0 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 2% 0% 0 0 0 0 0 0 0 0 0 0 0 23 NE 1 1 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1% 100% 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0 0 0 0 0 0 0 0 0 0 0 2162 0 0 0 0 0 0 0 0 0 0 0 0.91 0% 0% 0% 0% 0 0 0 0 0 0 0 0 0 0 0 2268 S 0 0 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 98% 0% 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0 0 0 0 0 0 0 0 0 0 0 35 SE 0 0 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 2% 0% 0 0 0 0 0 0 0 0 0 0 0 17 NE 1 1 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1% 100% 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Page 210 of 328 0 0 0 0 0 0 0 0 0 0 0 2320 0 0 0 0 0 0 0 0 0 0 0 0.95 0% 0% 0% 0% Page 211 of 328  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Rand+with+Lake+Cook TMC Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/06/2026 (847)518-9990 skazemzadehazad@kloainc.com Page No: 1 Turning Movement Data Lake cook Rd Lake cook Rd Rand Rd Rand Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 6:00 AM 0 0 95 21 0 116 0 2 32 123 0 157 0 2 46 0 0 48 0 184 173 0 0 357 678 6:15 AM 0 0 131 22 0 153 0 3 59 145 0 207 0 17 66 1 0 84 0 172 187 1 0 360 804 6:30 AM 0 1 156 42 1 199 0 4 73 205 0 282 0 6 95 0 0 101 0 197 208 0 0 405 987 6:45 AM 0 0 148 43 0 191 0 5 86 164 0 255 0 18 98 1 0 117 0 242 243 0 0 485 1048 Hourly Total 0 1 530 128 1 659 0 14 250 637 0 901 0 43 305 2 0 350 0 795 811 1 0 1607 3517 7:00 AM 0 9 177 61 0 247 0 8 69 163 0 240 0 14 95 1 0 110 0 242 236 0 0 478 1075 7:15 AM 0 8 206 62 0 276 0 5 74 176 0 255 0 28 97 2 0 127 0 230 253 1 0 484 1142 7:30 AM 0 2 208 97 0 307 0 4 91 168 2 263 0 24 121 0 0 145 0 209 296 0 0 505 1220 7:45 AM 0 1 156 89 0 246 0 7 112 182 0 301 0 27 134 3 0 164 0 226 303 0 0 529 1240 Hourly Total 0 20 747 309 0 1076 0 24 346 689 2 1059 0 93 447 6 0 546 0 907 1088 1 0 1996 4677 8:00 AM 0 2 187 72 0 261 2 6 101 186 0 295 0 28 133 0 0 161 0 261 262 1 0 524 1241 8:15 AM 0 2 195 50 0 247 0 4 92 194 0 290 0 38 103 2 0 143 0 233 253 1 0 487 1167 8:30 AM 0 2 162 36 2 200 1 6 109 217 0 333 0 28 110 2 2 140 0 236 226 2 0 464 1137 8:45 AM 0 0 171 78 0 249 1 6 113 205 2 325 0 41 112 1 0 154 0 194 218 0 0 412 1140 Hourly Total 0 6 715 236 2 957 4 22 415 802 2 1243 0 135 458 5 2 598 0 924 959 4 0 1887 4685 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - - 4:00 PM 0 2 110 53 0 165 5 0 172 266 1 443 0 33 184 5 0 222 0 197 230 3 0 430 1260 4:15 PM 0 4 98 62 0 164 0 0 182 237 0 419 0 43 172 2 0 217 0 180 234 3 0 417 1217 4:30 PM 0 9 97 45 0 151 1 2 187 265 0 455 0 52 191 1 0 244 0 198 206 7 0 411 1261 4:45 PM 0 4 81 47 0 132 0 4 172 252 0 428 0 55 185 3 0 243 0 211 224 1 0 436 1239 Hourly Total 0 19 386 207 0 612 6 6 713 1020 1 1745 0 183 732 11 0 926 0 786 894 14 0 1694 4977 5:00 PM 0 0 99 32 0 131 0 6 190 271 0 467 0 50 243 0 0 293 0 218 213 2 0 433 1324 5:15 PM 0 5 106 45 2 156 0 4 197 279 0 480 0 62 239 1 0 302 0 188 203 1 0 392 1330 5:30 PM 0 1 102 41 0 144 0 5 179 238 0 422 0 45 238 1 0 284 0 178 200 3 0 381 1231 5:45 PM 0 3 90 34 0 127 0 2 213 175 0 390 2 61 135 2 0 200 0 151 172 2 0 325 1042 Hourly Total 0 9 397 152 2 558 0 17 779 963 0 1759 2 218 855 4 0 1079 0 735 788 8 0 1531 4927 6:00 PM 0 3 76 31 0 110 0 3 226 185 0 414 0 76 97 2 0 175 0 118 159 1 0 278 977 6:15 PM 1 3 72 48 0 124 0 6 187 163 0 356 1 91 111 3 0 206 0 121 146 0 0 267 953 6:30 PM 0 4 72 35 0 111 0 1 168 165 0 334 0 63 147 5 0 215 0 101 162 2 0 265 925 6:45 PM 0 2 59 36 0 97 0 2 128 163 0 293 0 51 137 2 0 190 0 114 141 4 0 259 839 Hourly Total 1 12 279 150 0 442 0 12 709 676 0 1397 1 281 492 12 0 786 0 454 608 7 0 1069 3694 Grand Total 1 67 3054 1182 5 4304 10 95 3212 4787 5 8104 3 953 3289 40 2 4285 0 4601 5148 35 0 9784 26477 Approach % 0.0 1.6 71.0 27.5 - - 0.1 1.2 39.6 59.1 - - 0.1 22.2 76.8 0.9 - - 0.0 47.0 52.6 0.4 - - - Total % 0.0 0.3 11.5 4.5 - 16.3 0.0 0.4 12.1 18.1 - 30.6 0.0 3.6 12.4 0.2 - 16.2 0.0 17.4 19.4 0.1 - 37.0 - Lights 1 63 3009 1147 - 4220 8 92 3148 4541 - 7789 3 939 3195 32 - 4169 0 4423 4929 34 - 9386 25564 Page 212 of 328  % Lights 100.0 94.0 98.5 97.0 - 98.0 80.0 96.8 98.0 94.9 - 96.1 100.0 98.5 97.1 80.0 - 97.3 - 96.1 95.7 97.1 - 95.9 96.6 Buses 0 0 10 7 - 17 0 0 19 5 - 24 0 1 5 1 - 7 0 0 6 0 - 6 54 % Buses 0.0 0.0 0.3 0.6 - 0.4 0.0 0.0 0.6 0.1 - 0.3 0.0 0.1 0.2 2.5 - 0.2 - 0.0 0.1 0.0 - 0.1 0.2 Single-Unit Trucks 0 4 19 26 - 49 1 1 31 108 - 141 0 12 52 5 - 69 0 86 144 1 - 231 490 % Single-Unit 0.0 6.0 0.6 2.2 - 1.1 10.0 1.1 1.0 2.3 - 1.7 0.0 1.3 1.6 12.5 - 1.6 - 1.9 2.8 2.9 - 2.4 1.9 Trucks Articulated Trucks 0 0 16 2 - 18 1 2 14 133 - 150 0 1 37 1 - 39 0 92 69 0 - 161 368 % Articulated 0.0 0.0 0.5 0.2 - 0.4 10.0 2.1 0.4 2.8 - 1.9 0.0 0.1 1.1 2.5 - 0.9 - 2.0 1.3 0.0 - 1.6 1.4 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 1 - 1 0 0 0 0 - 0 1 % Bicycles on 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 2.5 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Road Pedestrians - - - - 5 - - - - - 5 - - - - - 2 - - - - - 0 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - - - - Page 213 of 328  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Rand+with+Lake+Cook TMC Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/06/2026 (847)518-9990 skazemzadehazad@kloainc.com Page No: 3 Turning Movement Peak Hour Data (7:15 AM) Lake cook Rd Lake cook Rd Rand Rd Rand Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 7:15 AM 0 8 206 62 0 276 0 5 74 176 0 255 0 28 97 2 0 127 0 230 253 1 0 484 1142 7:30 AM 0 2 208 97 0 307 0 4 91 168 2 263 0 24 121 0 0 145 0 209 296 0 0 505 1220 7:45 AM 0 1 156 89 0 246 0 7 112 182 0 301 0 27 134 3 0 164 0 226 303 0 0 529 1240 8:00 AM 0 2 187 72 0 261 2 6 101 186 0 295 0 28 133 0 0 161 0 261 262 1 0 524 1241 Total 0 13 757 320 0 1090 2 22 378 712 2 1114 0 107 485 5 0 597 0 926 1114 2 0 2042 4843 Approach % 0.0 1.2 69.4 29.4 - - 0.2 2.0 33.9 63.9 - - 0.0 17.9 81.2 0.8 - - 0.0 45.3 54.6 0.1 - - - Total % 0.0 0.3 15.6 6.6 - 22.5 0.0 0.5 7.8 14.7 - 23.0 0.0 2.2 10.0 0.1 - 12.3 0.0 19.1 23.0 0.0 - 42.2 - PHF 0.000 0.406 0.910 0.825 - 0.888 0.250 0.786 0.844 0.957 - 0.925 0.000 0.955 0.905 0.417 - 0.910 0.000 0.887 0.919 0.500 - 0.965 0.976 Lights 0 12 745 316 - 1073 2 22 362 639 - 1025 0 102 463 3 - 568 0 893 1081 2 - 1976 4642 % Lights - 92.3 98.4 98.8 - 98.4 100.0 100.0 95.8 89.7 - 92.0 - 95.3 95.5 60.0 - 95.1 - 96.4 97.0 100.0 - 96.8 95.8 Buses 0 0 3 4 - 7 0 0 2 0 - 2 0 1 0 1 - 2 0 0 1 0 - 1 12 % Buses - 0.0 0.4 1.3 - 0.6 0.0 0.0 0.5 0.0 - 0.2 - 0.9 0.0 20.0 - 0.3 - 0.0 0.1 0.0 - 0.0 0.2 Single-Unit Trucks 0 1 5 0 - 6 0 0 14 38 - 52 0 4 17 1 - 22 0 18 22 0 - 40 120 % Single-Unit - 7.7 0.7 0.0 - 0.6 0.0 0.0 3.7 5.3 - 4.7 - 3.7 3.5 20.0 - 3.7 - 1.9 2.0 0.0 - 2.0 2.5 Trucks Articulated Trucks 0 0 4 0 - 4 0 0 0 35 - 35 0 0 5 0 - 5 0 15 10 0 - 25 69 % Articulated - 0.0 0.5 0.0 - 0.4 0.0 0.0 0.0 4.9 - 3.1 - 0.0 1.0 0.0 - 0.8 - 1.6 0.9 0.0 - 1.2 1.4 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Road Pedestrians - - - - 0 - - - - - 2 - - - - - 0 - - - - - 0 - - % Pedestrians - - - - - - - - - - 100.0 - - - - - - - - - - - - - - Page 214 of 328  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Rand+with+Lake+Cook TMC Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/06/2026 (847)518-9990 skazemzadehazad@kloainc.com Page No: 4 Turning Movement Peak Hour Data (4:30 PM) Lake cook Rd Lake cook Rd Rand Rd Rand Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 4:30 PM 0 9 97 45 0 151 1 2 187 265 0 455 0 52 191 1 0 244 0 198 206 7 0 411 1261 4:45 PM 0 4 81 47 0 132 0 4 172 252 0 428 0 55 185 3 0 243 0 211 224 1 0 436 1239 5:00 PM 0 0 99 32 0 131 0 6 190 271 0 467 0 50 243 0 0 293 0 218 213 2 0 433 1324 5:15 PM 0 5 106 45 2 156 0 4 197 279 0 480 0 62 239 1 0 302 0 188 203 1 0 392 1330 Total 0 18 383 169 2 570 1 16 746 1067 0 1830 0 219 858 5 0 1082 0 815 846 11 0 1672 5154 Approach % 0.0 3.2 67.2 29.6 - - 0.1 0.9 40.8 58.3 - - 0.0 20.2 79.3 0.5 - - 0.0 48.7 50.6 0.7 - - - Total % 0.0 0.3 7.4 3.3 - 11.1 0.0 0.3 14.5 20.7 - 35.5 0.0 4.2 16.6 0.1 - 21.0 0.0 15.8 16.4 0.2 - 32.4 - PHF 0.000 0.500 0.903 0.899 - 0.913 0.250 0.667 0.947 0.956 - 0.953 0.000 0.883 0.883 0.417 - 0.896 0.000 0.935 0.944 0.393 - 0.959 0.969 Lights 0 17 378 160 - 555 0 15 742 1053 - 1810 0 218 849 5 - 1072 0 787 817 10 - 1614 5051 % Lights - 94.4 98.7 94.7 - 97.4 0.0 93.8 99.5 98.7 - 98.9 - 99.5 99.0 100.0 - 99.1 - 96.6 96.6 90.9 - 96.5 98.0 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 0 1 0 - 1 0 0 0 0 - 0 1 % Buses - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.1 0.0 - 0.1 - 0.0 0.0 0.0 - 0.0 0.0 Single-Unit Trucks 0 1 3 9 - 13 0 0 2 7 - 9 0 1 3 0 - 4 0 7 19 1 - 27 53 % Single-Unit - 5.6 0.8 5.3 - 2.3 0.0 0.0 0.3 0.7 - 0.5 - 0.5 0.3 0.0 - 0.4 - 0.9 2.2 9.1 - 1.6 1.0 Trucks Articulated Trucks 0 0 2 0 - 2 1 1 2 7 - 11 0 0 5 0 - 5 0 21 10 0 - 31 49 % Articulated - 0.0 0.5 0.0 - 0.4 100.0 6.3 0.3 0.7 - 0.6 - 0.0 0.6 0.0 - 0.5 - 2.6 1.2 0.0 - 1.9 1.0 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Road Pedestrians - - - - 2 - - - - - 0 - - - - - 0 - - - - - 0 - - % Pedestrians - - - - 100.0 - - - - - - - - - - - - - - - - - - - - Page 215 of 328 Site Plan Page 216 of 328  32 CAB STALLS AT 12' O.C. Truck Wash 7 CAB Entrance/Egress to TRUCK WASH D.I.D. Rand Road STALLS 55'-0" 55'-0" 70'-0" 55'-0" 55'-0" 120'-0" 110'-0" U.S. ROUTE 12 - RAND ROAD 13 14'x16' 32 TRAILER STALLS AT 12' O.C. 32 TRAILER STALLS AT 12' O.C. RD 30 TRAILER STALLS AT 12' O.C. 30 TRAILER STALLS AT 12' O.C. 34 CAR STALLS Minimize Detention TRUCK DRIVE-IN DOORS Open Pond Area to 372'-0" MAINT. Maximize Truck Pavement Area FACILITY 5K S.F. OFF. PARTS RD w/ 4,511 S.F. STORAGE 3 TRUCK DOCKS DETENTION AT 12'O.C. 6 CAR MEZZ. 3,500 S.F. STALLS 8 CAR STALLS SITE AREA (±7.80 AC.) PARKING CONCEPTUAL NEW FACILITY FOR: DETENTION TBD CAR PARKING PROVIDED 48 CARS BUILDING AREA CAB STALLS 39 STALLS OFF./TRUCK MAINT./WHSE. OFFICE 5,015 S.F. TRAILER STALLS 124 STALLS PALATINE, ILLINOIS MEZZANINE 4,491 S.F. DRIVE IN OVERHEAD DOORS 14 DOORS PARTS STORAGE 3,500 S.F. TOTAL EXTERIOR DOCKS 3 DOCKS SCHEME A WAREHOUSE 31,905 S.F. CLEAR HEIGHT 24'-0" SITE PLAN TOTAL BUILDING AREA 44,911 S.F. 0 20' 40' 80' 160' 225128 RDH 11-13-2025 Page 217 of 328 ITE Trip Generation Sheets Page 218 of 328 Page 219 of 328 Page 220 of 328 Page 221 of 328 CMAP 2050 Projections Letter Page 222 of 328  February 22, 2024 Ryan May Project Coordinator Kenig, Lindgren, O’Hara and Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: Lake Cook Road @ Rand Road (US 12) IDOT Dear Ms. May: In response to a request made on your behalf and dated February 21, 2024, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Lake Cook Rd east of Rand Rd 39,900 43,900 Lake Cook Rd west of Rand Rd 17,200 21,000 Rand Rd north of Lake Cook Rd 41,600 45,400 Rand Rd south of Lake Cook Rd 24,600 28,200 Traffic projections are developed using existing ADT data provided in the request letter and the results from the December 2023 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806 or email me at jrodriguez@cmap.illinois.gov Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) 2024_TrafficForecasts\Palatine\ck-28-24\ck-28-24.docx Page 223 of 328 Level of Service Criteria Page 224 of 328 LEVEL OF SERVICE CRITERIA Signalized Intersections Average Control Level of Interpretation Delay Service (seconds per vehicle) Favorable progression. Most vehicles arrive during the A green indication and travel through the intersection 10 without stopping. Good progression, with more vehicles stopping than for B > 10 - 20 Level of Service A. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient C capacity during the cycle) may begin to appear. Number > 20 - 35 of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. The volume-to-capacity ratio is high and either progression is ineffective or the cycle length is too long. D > 35 - 55 Many vehicles stop and individual cycle failures are noticeable. Progression is unfavorable. The volume-to-capacity ratio E is high and the cycle length is long. Individual cycle > 55 - 80 failures are frequent. The volume-to-capacity ratio is very high, progression is F very poor, and the cycle length is long. Most cycles fail to > 80 clear the queue. Unsignalized Intersections Level of Service Average Total Delay (sec/veh) A 0 - 10 B > 10 - 15 C > 15 - 25 D > 25 - 35 E > 35 - 50 F > 50 Source: Highway Capacity Manual, 7th Edition. Page 225 of 328 Capacity Analysis Summary Sheets Existing Weekday Morning Peak Hour Page 226 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 13 757 320 24 378 712 926 1114 2 107 485 5 Future Volume (vph) 13 757 320 24 378 712 926 1114 2 107 485 5 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 190 505 140 505 670 0 215 0 Storage Lanes 1 1 1 2 2 0 2 0 Taper Length (ft) 140 90 290 300 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.88 0.97 0.95 0.95 0.97 0.95 0.95 Ped Bike Factor Frt 0.850 0.850 0.998 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1687 3725 1599 1805 3654 2584 3367 3505 0 3335 3452 0 Flt Permitted 0.442 0.115 0.950 0.950 Satd. Flow (perm) 785 3725 1599 218 3654 2584 3367 3505 0 3335 3452 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 35 35 Link Distance (ft) 2957 2627 1774 588 Travel Time (s) 44.8 39.8 34.6 11.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 7% 2% 1% 0% 4% 10% 4% 3% 0% 5% 4% 40% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 13 772 327 24 386 727 945 1139 0 109 500 0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Prot NA Prot NA Protected Phases 7 4 5 3 8 1 1 6 5 2 Permitted Phases 4 4 8 8 Detector Phase 7 4 5 3 8 1 1 6 5 2 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 3.0 15.0 3.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 7.5 6.5 21.0 7.5 7.5 21.0 7.5 21.0 Total Split (s) 13.5 39.0 22.5 13.5 39.0 42.0 42.0 75.0 22.5 55.5 Total Split (%) 9.0% 26.0% 15.0% 9.0% 26.0% 28.0% 28.0% 50.0% 15.0% 37.0% Yellow Time (s) 3.5 4.5 3.5 3.5 4.5 3.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.0 0.0 1.5 1.0 1.0 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 4.5 3.5 6.0 4.5 4.5 6.0 4.5 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Min None C-Min Act Effct Green (s) 45.3 38.7 55.0 46.8 41.1 85.7 38.6 77.8 10.3 49.5 Actuated g/C Ratio 0.30 0.26 0.37 0.31 0.27 0.57 0.26 0.52 0.07 0.33 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Morning Peak Hour Page 227 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR v/c Ratio 0.05 0.80 0.56 0.17 0.39 0.49 1.09 0.63 0.48 0.44 Control Delay (s/veh) 34.9 59.9 42.7 37.4 46.3 21.4 109.3 28.2 73.8 40.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.9 59.9 42.7 37.4 46.3 21.4 109.3 28.2 73.8 40.9 LOS C E D D D C F C E D Approach Delay (s/veh) 54.5 30.2 65.0 46.8 Approach LOS D C E D Queue Length 50th (ft) 9 383 261 16 153 215 ~547 415 54 202 Queue Length 95th (ft) 26 #500 365 39 224 326 #682 511 86 256 Internal Link Dist (ft) 2877 2547 1694 508 Turn Bay Length (ft) 190 505 140 505 670 215 Base Capacity (vph) 306 960 668 175 1000 1476 866 1819 400 1139 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.80 0.49 0.14 0.39 0.49 1.09 0.63 0.27 0.44 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 79.5 (53%), Referenced to phase 2:NWT and 6:SET, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.09 Intersection Signal Delay (s/veh): 52.4 Intersection LOS: D Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rand Road & Lake Cook Road 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Morning Peak Hour Page 228 of 328 HCM 7th TWSC 2: Site North Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 1600 0 0 612 0 0 Future Vol, veh/h 1600 0 0 612 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1684 0 0 644 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 842 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - - 0 - 0 308 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 308 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach SE NW NE HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NELn1 NWT SET SER Capacity (veh/h) - - - - HCM Lane V/C Ratio - - - - HCM Ctrl Dly (s/v) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) - - - - 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Morning Peak Hour Page 229 of 328 HCM 7th TWSC 3: Rand Road & Brown Tree Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1584 612 1 0 0 Future Vol, veh/h 0 1584 612 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 50 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 4 4 0 0 0 Mvmt Flow 0 1741 673 1 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 674 0 - 0 1543 337 Stage 1 - - - - 673 - Stage 2 - - - - 870 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 927 - - - 108 665 Stage 1 - - - - 474 - Stage 2 - - - - 375 - Platoon blocked, % - - - Mov Cap-1 Maneuver 927 - - - 108 665 Mov Cap-2 Maneuver - - - - 239 - Stage 1 - - - - 474 - Stage 2 - - - - 375 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 927 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Morning Peak Hour Page 230 of 328 HCM 7th TWSC 4: Site South access drive/North Acess Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 1 1583 0 0 612 1 0 0 0 0 0 1 Future Vol, veh/h 1 1583 0 0 612 1 0 0 0 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 4 2 2 1 2 2 2 2 0 2 0 Mvmt Flow 1 1779 0 0 688 1 0 0 0 0 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 689 0 0 1779 0 0 2125 2470 889 1580 2469 344 Stage 1 - - - - - - 1781 1781 - 688 688 - Stage 2 - - - - - - 344 689 - 892 1781 - Critical Hdwy 4.1 - - 4.14 - - 7.54 6.54 6.94 7.5 6.54 6.9 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.5 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.5 5.54 - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 3.5 4.02 3.3 Pot Cap-1 Maneuver 915 - - 345 - - 28 30 286 75 30 657 Stage 1 - - - - - - 85 133 - 407 445 - Stage 2 - - - - - - 645 445 - 307 133 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 915 - - 345 - - 28 30 286 75 30 657 Mov Cap-2 Maneuver - - - - - - 73 103 - 193 103 - Stage 1 - - - - - - 85 133 - 407 445 - Stage 2 - - - - - - 644 445 - 307 133 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0.01 0 0 10.48 HCM LOS A B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) - 345 - - 915 - - 657 HCM Lane V/C Ratio - - - - 0.001 - - 0.002 HCM Ctrl Dly (s/v) 0 0 - - 8.9 - - 10.5 HCM Lane LOS A A - - A - - B HCM 95th %tile Q(veh) - 0 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Morning Peak Hour Page 231 of 328 HCM 7th TWSC 5: Rand Road & Auto Brooker Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 1582 612 1 0 1 Future Vol, veh/h 1 1582 612 1 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 25 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 4 0 0 Mvmt Flow 1 1818 703 1 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 705 0 - 0 1616 352 Stage 1 - - - - 704 - Stage 2 - - - - 911 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 903 - - - 96 650 Stage 1 - - - - 457 - Stage 2 - - - - 357 - Platoon blocked, % - - - Mov Cap-1 Maneuver 903 - - - 96 650 Mov Cap-2 Maneuver - - - - 226 - Stage 1 - - - - 456 - Stage 2 - - - - 357 - Approach SE NW SW HCM Ctrl Dly, s/v 0.01 0 10.55 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 903 - 650 HCM Lane V/C Ratio - - 0.001 - 0.002 HCM Ctrl Dly (s/v) - - 9 - 10.6 HCM Lane LOS - - A - B HCM 95th %tile Q(veh) - - 0 - 0 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Morning Peak Hour Page 232 of 328 HCM 7th TWSC 6: Enterprise Access Drive/Storage Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 1577 5 6 608 2 4 0 11 0 0 1 Future Vol, veh/h 0 1577 5 6 608 2 4 0 11 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 50 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 7 50 0 4 0 0 0 9 0 0 0 Mvmt Flow 0 1714 5 7 661 2 4 0 12 0 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 663 0 0 1720 0 0 2060 2393 860 1532 2395 332 Stage 1 - - - - - - 1717 1717 - 675 675 - Stage 2 - - - - - - 343 676 - 857 1720 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 7.08 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.39 3.5 4 3.3 Pot Cap-1 Maneuver 935 - - 373 - - 33 34 286 81 34 670 Stage 1 - - - - - - 95 146 - 415 456 - Stage 2 - - - - - - 651 456 - 323 146 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 935 - - 373 - - 32 34 286 77 34 670 Mov Cap-2 Maneuver - - - - - - 82 112 - 192 108 - Stage 1 - - - - - - 95 146 - 407 448 - Stage 2 - - - - - - 638 448 - 309 146 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0 0.14 28.22 10.38 HCM LOS D B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 171 373 - - 935 - - 670 HCM Lane V/C Ratio 0.095 0.017 - - - - - 0.002 HCM Ctrl Dly (s/v) 28.2 14.8 - - 0 - - 10.4 HCM Lane LOS D B - - A - - B HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Morning Peak Hour Page 233 of 328 Capacity Analysis Summary Sheets Existing Weekday Evening Peak Hour Page 234 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 18 383 169 14 746 1067 815 846 11 219 858 5 Future Volume (vph) 18 383 169 14 746 1067 815 846 11 219 858 5 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 190 505 140 505 670 0 215 0 Storage Lanes 1 1 1 2 2 0 2 0 Taper Length (ft) 140 90 290 300 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.88 0.97 0.95 0.95 0.97 0.95 0.95 Ped Bike Factor Frt 0.850 0.850 0.998 0.999 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 3762 1538 1736 3762 2814 3400 3495 0 3467 3571 0 Flt Permitted 0.117 0.432 0.950 0.950 Satd. Flow (perm) 210 3762 1538 789 3762 2814 3400 3495 0 3467 3571 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 35 35 Link Distance (ft) 2957 2627 1774 588 Travel Time (s) 44.8 39.8 34.6 11.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 1% 5% 4% 1% 1% 3% 3% 9% 1% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 19 395 174 14 769 1100 840 883 0 226 890 0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Prot NA Prot NA Protected Phases 7 4 5 3 8 1 1 6 5 2 Permitted Phases 4 4 8 8 Detector Phase 7 4 5 3 8 1 1 6 5 2 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 3.0 15.0 3.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 7.5 6.5 21.0 7.5 7.5 21.0 7.5 21.0 Total Split (s) 13.5 39.0 22.5 13.5 39.0 42.0 42.0 75.0 22.5 55.5 Total Split (%) 9.0% 26.0% 15.0% 9.0% 26.0% 28.0% 28.0% 50.0% 15.0% 37.0% Yellow Time (s) 3.5 4.5 3.5 3.5 4.5 3.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.0 0.0 1.5 1.0 1.0 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 4.5 3.5 6.0 4.5 4.5 6.0 4.5 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Min None C-Min Act Effct Green (s) 46.6 41.0 61.8 45.3 38.7 83.4 38.7 73.4 14.9 49.5 Actuated g/C Ratio 0.31 0.27 0.41 0.30 0.26 0.56 0.26 0.49 0.10 0.33 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Evening Peak Hour Page 235 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR v/c Ratio 0.14 0.38 0.27 0.05 0.79 0.70 0.96 0.52 0.66 0.76 Control Delay (s/veh) 36.9 46.3 30.9 34.9 59.3 28.3 76.1 28.2 74.4 49.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 36.9 46.3 30.9 34.9 59.3 28.3 76.1 28.2 74.4 49.8 LOS D D C C E C E C E D Approach Delay (s/veh) 41.4 41.0 51.5 54.8 Approach LOS D D D D Queue Length 50th (ft) 13 157 104 9 381 458 425 311 111 409 Queue Length 95th (ft) 33 228 177 27 #488 567 #566 389 154 491 Internal Link Dist (ft) 2877 2547 1694 508 Turn Bay Length (ft) 190 505 140 505 670 215 Base Capacity (vph) 166 1027 666 311 969 1564 878 1709 416 1178 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.38 0.26 0.05 0.79 0.70 0.96 0.52 0.54 0.76 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 79.5 (53%), Referenced to phase 2:NWT and 6:SET, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay (s/veh): 47.3 Intersection LOS: D Intersection Capacity Utilization 80.5% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rand Road & Lake Cook Road 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Evening Peak Hour Page 236 of 328 HCM 7th TWSC 2: Site North Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 1142 0 0 1194 0 0 Future Vol, veh/h 1142 0 0 1194 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1202 0 0 1257 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 601 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - - 0 - 0 443 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 443 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach SE NW NE HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NELn1 NWT SET SER Capacity (veh/h) - - - - HCM Lane V/C Ratio - - - - HCM Ctrl Dly (s/v) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) - - - - 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Evening Peak Hour Page 237 of 328 HCM 7th TWSC 3: Rand Road & Brown Tree Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1133 1195 1 0 0 Future Vol, veh/h 0 1133 1195 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 50 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 4 4 0 0 0 Mvmt Flow 0 1245 1313 1 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1314 0 - 0 1936 657 Stage 1 - - - - 1314 - Stage 2 - - - - 623 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 533 - - - 59 412 Stage 1 - - - - 219 - Stage 2 - - - - 503 - Platoon blocked, % - - - Mov Cap-1 Maneuver 533 - - - 59 412 Mov Cap-2 Maneuver - - - - 161 - Stage 1 - - - - 219 - Stage 2 - - - - 503 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 533 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Evening Peak Hour Page 238 of 328 HCM 7th TWSC 4: Site South access drive/North Acess Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 1133 0 0 1194 0 0 0 0 0 0 2 Future Vol, veh/h 0 1133 0 0 1194 0 0 0 0 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 4 2 2 1 2 2 2 2 0 2 0 Mvmt Flow 0 1273 0 0 1342 0 0 0 0 0 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1342 0 0 1273 0 0 1944 2615 637 1978 2615 671 Stage 1 - - - - - - 1273 1273 - 1342 1342 - Stage 2 - - - - - - 671 1342 - 637 1273 - Critical Hdwy 4.1 - - 4.14 - - 7.54 6.54 6.94 7.5 6.54 6.9 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.5 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.5 5.54 - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 3.5 4.02 3.3 Pot Cap-1 Maneuver 520 - - 541 - - 39 24 420 38 24 404 Stage 1 - - - - - - 177 237 - 163 219 - Stage 2 - - - - - - 412 219 - 437 237 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 520 - - 541 - - 39 24 420 38 24 404 Mov Cap-2 Maneuver - - - - - - 127 115 - 122 115 - Stage 1 - - - - - - 177 237 - 163 219 - Stage 2 - - - - - - 410 219 - 437 237 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0 0 0 13.97 HCM LOS A B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) - 541 - - 520 - - 404 HCM Lane V/C Ratio - - - - - - - 0.006 HCM Ctrl Dly (s/v) 0 0 - - 0 - - 14 HCM Lane LOS A A - - A - - B HCM 95th %tile Q(veh) - 0 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Evening Peak Hour Page 239 of 328 HCM 7th TWSC 5: Rand Road & Auto Brooker Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1133 1194 0 0 0 Future Vol, veh/h 0 1133 1194 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 25 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 4 0 0 Mvmt Flow 0 1302 1372 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1372 0 - 0 2024 686 Stage 1 - - - - 1372 - Stage 2 - - - - 651 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 506 - - - 51 394 Stage 1 - - - - 204 - Stage 2 - - - - 486 - Platoon blocked, % - - - Mov Cap-1 Maneuver 506 - - - 51 394 Mov Cap-2 Maneuver - - - - 150 - Stage 1 - - - - 204 - Stage 2 - - - - 486 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 506 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Evening Peak Hour Page 240 of 328 HCM 7th TWSC 6: Enterprise Access Drive/Storage Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 1 1129 3 5 1192 1 1 0 9 4 0 1 Future Vol, veh/h 1 1129 3 5 1192 1 1 0 9 4 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 50 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 7 50 0 4 0 0 0 9 0 0 0 Mvmt Flow 1 1227 3 5 1296 1 1 0 10 4 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1297 0 0 1230 0 0 1890 2539 615 1923 2540 648 Stage 1 - - - - - - 1231 1231 - 1307 1307 - Stage 2 - - - - - - 659 1308 - 616 1233 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 7.08 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.39 3.5 4 3.3 Pot Cap-1 Maneuver 541 - - 573 - - 44 28 417 41 28 418 Stage 1 - - - - - - 191 252 - 172 232 - Stage 2 - - - - - - 424 232 - 450 251 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 541 - - 573 - - 43 27 417 40 27 418 Mov Cap-2 Maneuver - - - - - - 136 122 - 126 121 - Stage 1 - - - - - - 191 251 - 170 229 - Stage 2 - - - - - - 419 229 - 438 251 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0.01 0.05 15.75 30.6 HCM LOS C D Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 346 573 - - 541 - - 146 HCM Lane V/C Ratio 0.031 0.009 - - 0.002 - - 0.037 HCM Ctrl Dly (s/v) 15.7 11.3 - - 11.7 - - 30.6 HCM Lane LOS C B - - B - - D HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 25-373 - Industrial Development - Palatine Synchro 12 Report Existing Weekday Evening Peak Hour Page 241 of 328  Capacity Analysis Summary Sheets Year 2031 No-Build Weekday Morning Peak Hour Page 242 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 13 780 330 25 389 733 954 1147 2 110 500 5 Future Volume (vph) 13 780 330 25 389 733 954 1147 2 110 500 5 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 190 505 140 505 670 0 215 0 Storage Lanes 1 1 1 2 2 0 2 0 Taper Length (ft) 140 90 290 300 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.88 0.97 0.95 0.95 0.97 0.95 0.95 Ped Bike Factor Frt 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1687 3725 1599 1805 3654 2584 3367 3505 0 3335 3456 0 Flt Permitted 0.435 0.105 0.950 0.950 Satd. Flow (perm) 772 3725 1599 200 3654 2584 3367 3505 0 3335 3456 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 35 35 Link Distance (ft) 2957 2627 1774 588 Travel Time (s) 44.8 39.8 34.6 11.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 7% 2% 1% 0% 4% 10% 4% 3% 0% 5% 4% 40% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 13 796 337 26 397 748 973 1172 0 112 515 0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Prot NA Prot NA Protected Phases 7 4 5 3 8 1 1 6 5 2 Permitted Phases 4 4 8 8 Detector Phase 7 4 5 3 8 1 1 6 5 2 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 3.0 15.0 3.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 7.5 6.5 21.0 7.5 7.5 21.0 7.5 21.0 Total Split (s) 13.5 39.0 22.5 13.5 39.0 42.0 42.0 75.0 22.5 55.5 Total Split (%) 9.0% 26.0% 15.0% 9.0% 26.0% 28.0% 28.0% 50.0% 15.0% 37.0% Yellow Time (s) 3.5 4.5 3.5 3.5 4.5 3.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.0 0.0 1.5 1.0 1.0 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 4.5 3.5 6.0 4.5 4.5 6.0 4.5 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Min None C-Min Act Effct Green (s) 45.8 39.2 55.6 47.5 41.7 85.7 38.0 77.1 10.4 49.5 Actuated g/C Ratio 0.31 0.26 0.37 0.32 0.28 0.57 0.25 0.51 0.07 0.33 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Morning Peak Hour Page 243 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR v/c Ratio 0.05 0.82 0.57 0.19 0.39 0.51 1.14 0.65 0.48 0.45 Control Delay (s/veh) 34.9 60.3 42.8 37.8 46.1 21.7 126.6 29.2 74.0 41.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.9 60.3 42.8 37.8 46.1 21.7 126.6 29.2 74.0 41.1 LOS C E D D D C F C E D Approach Delay (s/veh) 54.9 30.3 73.4 47.0 Approach LOS D C E D Queue Length 50th (ft) 9 399 271 17 158 224 ~577 433 55 208 Queue Length 95th (ft) 26 #530 378 41 231 338 #712 533 87 265 Internal Link Dist (ft) 2877 2547 1694 508 Turn Bay Length (ft) 190 505 140 505 670 215 Base Capacity (vph) 306 973 673 171 1015 1476 853 1801 400 1140 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.82 0.50 0.15 0.39 0.51 1.14 0.65 0.28 0.45 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 79.5 (53%), Referenced to phase 2:NWT and 6:SET, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay (s/veh): 56.1 Intersection LOS: E Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rand Road & Lake Cook Road 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Morning Peak Hour Page 244 of 328 HCM 7th TWSC 2: Site North Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 1648 0 0 630 0 0 Future Vol, veh/h 1648 0 0 630 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1735 0 0 663 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 867 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - - 0 - 0 296 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 296 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach SE NW NE HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NELn1 NWT SET SER Capacity (veh/h) - - - - HCM Lane V/C Ratio - - - - HCM Ctrl Dly (s/v) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) - - - - 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Morning Peak Hour Page 245 of 328 HCM 7th TWSC 3: Rand Road & Brown Tree Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1632 630 1 0 0 Future Vol, veh/h 0 1632 630 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 50 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 4 4 0 0 0 Mvmt Flow 0 1793 692 1 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 693 0 - 0 1590 347 Stage 1 - - - - 693 - Stage 2 - - - - 897 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 911 - - - 100 655 Stage 1 - - - - 463 - Stage 2 - - - - 363 - Platoon blocked, % - - - Mov Cap-1 Maneuver 911 - - - 100 655 Mov Cap-2 Maneuver - - - - 231 - Stage 1 - - - - 463 - Stage 2 - - - - 363 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 911 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Morning Peak Hour Page 246 of 328 HCM 7th TWSC 4: Site South access drive/North Acess Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 1 1630 0 0 630 1 0 0 0 0 0 1 Future Vol, veh/h 1 1630 0 0 630 1 0 0 0 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 4 2 2 1 2 2 2 2 0 2 0 Mvmt Flow 1 1831 0 0 708 1 0 0 0 0 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 709 0 0 1831 0 0 2188 2543 916 1626 2542 354 Stage 1 - - - - - - 1834 1834 - 708 708 - Stage 2 - - - - - - 354 709 - 918 1834 - Critical Hdwy 4.1 - - 4.14 - - 7.54 6.54 6.94 7.5 6.54 6.9 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.5 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.5 5.54 - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 3.5 4.02 3.3 Pot Cap-1 Maneuver 899 - - 329 - - 25 27 275 69 27 648 Stage 1 - - - - - - 79 125 - 396 436 - Stage 2 - - - - - - 636 435 - 296 125 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 899 - - 329 - - 25 27 275 69 27 648 Mov Cap-2 Maneuver - - - - - - 68 97 - 185 97 - Stage 1 - - - - - - 79 125 - 396 436 - Stage 2 - - - - - - 635 435 - 296 125 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0.01 0 0 10.57 HCM LOS A B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) - 329 - - 899 - - 648 HCM Lane V/C Ratio - - - - 0.001 - - 0.002 HCM Ctrl Dly (s/v) 0 0 - - 9 - - 10.6 HCM Lane LOS A A - - A - - B HCM 95th %tile Q(veh) - 0 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Morning Peak Hour Page 247 of 328 HCM 7th TWSC 5: Rand Road & Auto Brooker Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 1629 630 1 0 1 Future Vol, veh/h 1 1629 630 1 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 25 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 4 0 0 Mvmt Flow 1 1872 724 1 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 725 0 - 0 1663 363 Stage 1 - - - - 725 - Stage 2 - - - - 939 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 887 - - - 90 640 Stage 1 - - - - 446 - Stage 2 - - - - 346 - Platoon blocked, % - - - Mov Cap-1 Maneuver 887 - - - 90 640 Mov Cap-2 Maneuver - - - - 218 - Stage 1 - - - - 445 - Stage 2 - - - - 346 - Approach SE NW SW HCM Ctrl Dly, s/v 0.01 0 10.64 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 887 - 640 HCM Lane V/C Ratio - - 0.001 - 0.002 HCM Ctrl Dly (s/v) - - 9.1 - 10.6 HCM Lane LOS - - A - B HCM 95th %tile Q(veh) - - 0 - 0 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Morning Peak Hour Page 248 of 328 HCM 7th TWSC 6: Enterprise Access Drive/Storage Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 1624 5 6 626 2 4 0 11 0 0 1 Future Vol, veh/h 0 1624 5 6 626 2 4 0 11 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 50 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 7 50 0 4 0 0 0 9 0 0 0 Mvmt Flow 0 1765 5 7 680 2 4 0 12 0 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 683 0 0 1771 0 0 2121 2464 885 1577 2465 341 Stage 1 - - - - - - 1768 1768 - 695 695 - Stage 2 - - - - - - 353 696 - 883 1771 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 7.08 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.39 3.5 4 3.3 Pot Cap-1 Maneuver 920 - - 357 - - 29 31 274 75 31 660 Stage 1 - - - - - - 89 138 - 404 447 - Stage 2 - - - - - - 642 446 - 311 138 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 920 - - 357 - - 29 30 274 71 30 660 Mov Cap-2 Maneuver - - - - - - 76 105 - 185 101 - Stage 1 - - - - - - 89 138 - 396 439 - Stage 2 - - - - - - 629 438 - 298 138 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0 0.14 29.76 10.46 HCM LOS D B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 162 357 - - 920 - - 660 HCM Lane V/C Ratio 0.101 0.018 - - - - - 0.002 HCM Ctrl Dly (s/v) 29.8 15.3 - - 0 - - 10.5 HCM Lane LOS D C - - A - - B HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Morning Peak Hour Page 249 of 328  Capacity Analysis Summary Sheets Year 2031 No-Build Weekday Evening Peak Hour Page 250 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 19 394 174 18 768 1099 839 871 11 226 884 5 Future Volume (vph) 19 394 174 18 768 1099 839 871 11 226 884 5 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 190 505 140 505 670 0 215 0 Storage Lanes 1 1 1 2 2 0 2 0 Taper Length (ft) 140 90 290 300 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.88 0.97 0.95 0.95 0.97 0.95 0.95 Ped Bike Factor Frt 0.850 0.850 0.998 0.999 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 3762 1538 1736 3762 2814 3400 3495 0 3467 3571 0 Flt Permitted 0.104 0.397 0.950 0.950 Satd. Flow (perm) 186 3762 1538 725 3762 2814 3400 3495 0 3467 3571 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 35 35 Link Distance (ft) 2957 2627 1774 588 Travel Time (s) 44.8 39.8 34.6 11.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 1% 5% 4% 1% 1% 3% 3% 9% 1% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 20 406 179 19 792 1133 865 909 0 233 916 0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Prot NA Prot NA Protected Phases 7 4 5 3 8 1 1 6 5 2 Permitted Phases 4 4 8 8 Detector Phase 7 4 5 3 8 1 1 6 5 2 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 3.0 15.0 3.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 7.5 6.5 21.0 7.5 7.5 21.0 7.5 21.0 Total Split (s) 13.5 39.0 22.5 13.5 39.0 42.0 42.0 75.0 22.5 55.5 Total Split (%) 9.0% 26.0% 15.0% 9.0% 26.0% 28.0% 28.0% 50.0% 15.0% 37.0% Yellow Time (s) 3.5 4.5 3.5 3.5 4.5 3.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.0 0.0 1.5 1.0 1.0 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 4.5 3.5 6.0 4.5 4.5 6.0 4.5 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Min None C-Min Act Effct Green (s) 46.1 39.1 60.2 45.9 39.0 83.4 38.4 72.8 15.1 49.5 Actuated g/C Ratio 0.31 0.26 0.40 0.31 0.26 0.56 0.26 0.49 0.10 0.33 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Evening Peak Hour Page 251 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR v/c Ratio 0.16 0.41 0.29 0.07 0.81 0.72 0.99 0.54 0.67 0.78 Control Delay (s/veh) 37.4 48.3 32.4 35.2 60.0 29.1 84.1 28.8 74.7 50.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 37.4 48.3 32.4 35.2 60.0 29.1 84.1 28.8 74.7 50.8 LOS D D C D E C F C E D Approach Delay (s/veh) 43.2 41.8 55.8 55.6 Approach LOS D D E E Queue Length 50th (ft) 13 178 121 13 395 481 ~460 324 114 425 Queue Length 95th (ft) 34 236 183 33 #515 597 #592 404 159 509 Internal Link Dist (ft) 2877 2547 1694 508 Turn Bay Length (ft) 190 505 140 505 670 215 Base Capacity (vph) 160 980 646 296 977 1564 870 1697 416 1178 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.41 0.28 0.06 0.81 0.72 0.99 0.54 0.56 0.78 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 79.5 (53%), Referenced to phase 2:NWT and 6:SET, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay (s/veh): 49.4 Intersection LOS: D Intersection Capacity Utilization 82.4% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rand Road & Lake Cook Road 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Evening Peak Hour Page 252 of 328 HCM 7th TWSC 2: Site North Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 1176 0 0 1230 0 0 Future Vol, veh/h 1176 0 0 1230 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1238 0 0 1295 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 619 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - - 0 - 0 432 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 432 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach SE NW NE HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NELn1 NWT SET SER Capacity (veh/h) - - - - HCM Lane V/C Ratio - - - - HCM Ctrl Dly (s/v) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) - - - - 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Evening Peak Hour Page 253 of 328 HCM 7th TWSC 3: Rand Road & Brown Tree Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1167 1231 1 0 0 Future Vol, veh/h 0 1167 1231 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 50 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 4 4 0 0 0 Mvmt Flow 0 1282 1353 1 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1354 0 - 0 1995 677 Stage 1 - - - - 1353 - Stage 2 - - - - 641 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 515 - - - 54 400 Stage 1 - - - - 209 - Stage 2 - - - - 492 - Platoon blocked, % - - - Mov Cap-1 Maneuver 515 - - - 54 400 Mov Cap-2 Maneuver - - - - 154 - Stage 1 - - - - 209 - Stage 2 - - - - 492 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 515 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Evening Peak Hour Page 254 of 328 HCM 7th TWSC 4: Site South access drive/North Acess Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 1167 0 0 1230 0 0 0 0 0 0 2 Future Vol, veh/h 0 1167 0 0 1230 0 0 0 0 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 4 2 2 1 2 2 2 2 0 2 0 Mvmt Flow 0 1311 0 0 1382 0 0 0 0 0 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1382 0 0 1311 0 0 2002 2693 656 2038 2693 691 Stage 1 - - - - - - 1311 1311 - 1382 1382 - Stage 2 - - - - - - 691 1382 - 656 1311 - Critical Hdwy 4.1 - - 4.14 - - 7.54 6.54 6.94 7.5 6.54 6.9 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.5 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.5 5.54 - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 3.5 4.02 3.3 Pot Cap-1 Maneuver 502 - - 523 - - 35 21 408 34 21 392 Stage 1 - - - - - - 168 227 - 154 210 - Stage 2 - - - - - - 401 210 - 426 227 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 502 - - 523 - - 35 21 408 34 21 392 Mov Cap-2 Maneuver - - - - - - 121 109 - 115 109 - Stage 1 - - - - - - 168 227 - 154 210 - Stage 2 - - - - - - 399 210 - 426 227 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0 0 0 14.24 HCM LOS A B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) - 523 - - 502 - - 392 HCM Lane V/C Ratio - - - - - - - 0.006 HCM Ctrl Dly (s/v) 0 0 - - 0 - - 14.2 HCM Lane LOS A A - - A - - B HCM 95th %tile Q(veh) - 0 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Evening Peak Hour Page 255 of 328 HCM 7th TWSC 5: Rand Road & Auto Brooker Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1167 1230 0 0 0 Future Vol, veh/h 0 1167 1230 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 25 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 4 0 0 Mvmt Flow 0 1341 1414 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1414 0 - 0 2084 707 Stage 1 - - - - 1414 - Stage 2 - - - - 671 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 488 - - - 47 382 Stage 1 - - - - 194 - Stage 2 - - - - 475 - Platoon blocked, % - - - Mov Cap-1 Maneuver 488 - - - 47 382 Mov Cap-2 Maneuver - - - - 143 - Stage 1 - - - - 194 - Stage 2 - - - - 475 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 488 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Evening Peak Hour Page 256 of 328 HCM 7th TWSC 6: Enterprise Access Drive/Storage Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 1 1163 3 5 1228 1 1 0 9 4 0 1 Future Vol, veh/h 1 1163 3 5 1228 1 1 0 9 4 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 50 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 7 50 0 4 0 0 0 9 0 0 0 Mvmt Flow 1 1264 3 5 1335 1 1 0 10 4 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1336 0 0 1267 0 0 1946 2615 634 1980 2616 668 Stage 1 - - - - - - 1268 1268 - 1346 1346 - Stage 2 - - - - - - 678 1347 - 634 1270 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 7.08 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.39 3.5 4 3.3 Pot Cap-1 Maneuver 523 - - 555 - - 40 25 406 37 25 406 Stage 1 - - - - - - 181 242 - 162 222 - Stage 2 - - - - - - 413 222 - 438 241 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 523 - - 555 - - 39 24 406 36 24 406 Mov Cap-2 Maneuver - - - - - - 129 116 - 119 115 - Stage 1 - - - - - - 181 241 - 161 220 - Stage 2 - - - - - - 408 220 - 427 241 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0.01 0.05 16.14 32.06 HCM LOS C D Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 334 555 - - 523 - - 138 HCM Lane V/C Ratio 0.033 0.01 - - 0.002 - - 0.039 HCM Ctrl Dly (s/v) 16.1 11.5 - - 11.9 - - 32.1 HCM Lane LOS C B - - B - - D HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 25-373 - Industrial Development - Palatine Synchro 12 Report No-Build Weekday Evening Peak Hour Page 257 of 328  Capacity Analysis Summary Sheets Year 2031 Total Projected Weekday Morning Peak Hour Page 258 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 13 780 333 26 389 733 954 1153 2 110 502 6 Future Volume (vph) 13 780 333 26 389 733 954 1153 2 110 502 6 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 190 505 140 505 670 0 215 0 Storage Lanes 1 1 1 2 2 0 2 0 Taper Length (ft) 140 90 290 300 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.88 0.97 0.95 0.95 0.97 0.95 0.95 Ped Bike Factor Frt 0.850 0.850 0.998 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1687 3725 1599 1805 3654 2584 3367 3505 0 3335 3450 0 Flt Permitted 0.435 0.105 0.950 0.950 Satd. Flow (perm) 772 3725 1599 200 3654 2584 3367 3505 0 3335 3450 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 35 35 Link Distance (ft) 2957 2627 1774 588 Travel Time (s) 44.8 39.8 34.6 11.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 7% 2% 1% 0% 4% 10% 4% 3% 0% 5% 4% 40% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 13 796 340 27 397 748 973 1179 0 112 518 0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Prot NA Prot NA Protected Phases 7 4 5 3 8 1 1 6 5 2 Permitted Phases 4 4 8 8 Detector Phase 7 4 5 3 8 1 1 6 5 2 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 3.0 15.0 3.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 7.5 6.5 21.0 7.5 7.5 21.0 7.5 21.0 Total Split (s) 13.5 39.0 22.5 13.5 39.0 42.0 42.0 75.0 22.5 55.5 Total Split (%) 9.0% 26.0% 15.0% 9.0% 26.0% 28.0% 28.0% 50.0% 15.0% 37.0% Yellow Time (s) 3.5 4.5 3.5 3.5 4.5 3.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.0 0.0 1.5 1.0 1.0 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 4.5 3.5 6.0 4.5 4.5 6.0 4.5 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Min None C-Min Act Effct Green (s) 45.8 39.2 55.6 47.5 41.7 85.7 38.0 77.1 10.4 49.5 Actuated g/C Ratio 0.31 0.26 0.37 0.32 0.28 0.57 0.25 0.51 0.07 0.33 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Morning Peak Hour Page 259 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR v/c Ratio 0.05 0.82 0.57 0.20 0.39 0.51 1.14 0.65 0.48 0.46 Control Delay (s/veh) 34.9 60.4 43.1 38.0 46.1 21.7 126.6 29.3 74.0 41.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.9 60.4 43.1 38.0 46.1 21.7 126.6 29.3 74.0 41.2 LOS C E D D D C F C E D Approach Delay (s/veh) 55.0 30.3 73.3 47.0 Approach LOS D C E D Queue Length 50th (ft) 9 399 275 18 158 224 ~577 437 55 210 Queue Length 95th (ft) 26 #531 382 42 231 338 #712 537 87 266 Internal Link Dist (ft) 2877 2547 1694 508 Turn Bay Length (ft) 190 505 140 505 670 215 Base Capacity (vph) 306 972 673 171 1015 1476 853 1801 400 1138 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.82 0.51 0.16 0.39 0.51 1.14 0.65 0.28 0.46 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 79.5 (53%), Referenced to phase 2:NWT and 6:SET, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay (s/veh): 56.1 Intersection LOS: E Intersection Capacity Utilization 76.6% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rand Road & Lake Cook Road 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Morning Peak Hour Page 260 of 328 HCM 7th TWSC 2: Site North Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 1651 7 0 633 0 1 Future Vol, veh/h 1651 7 0 633 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1738 7 0 666 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 873 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - - 0 - 0 294 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 294 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach SE NW NE HCM Ctrl Dly, s/v 0 0 17.31 HCM LOS C Minor Lane/Major Mvmt NELn1 NWT SET SER Capacity (veh/h) 294 - - - HCM Lane V/C Ratio 0.004 - - - HCM Ctrl Dly (s/v) 17.3 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0 - - - 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Morning Peak Hour Page 261 of 328 HCM 7th TWSC 3: Rand Road & Brown Tree Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1636 633 0 0 0 Future Vol, veh/h 0 1636 633 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 50 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 4 4 0 0 0 Mvmt Flow 0 1798 696 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 696 0 - 0 1595 348 Stage 1 - - - - 696 - Stage 2 - - - - 899 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 910 - - - 100 654 Stage 1 - - - - 461 - Stage 2 - - - - 363 - Platoon blocked, % - - - Mov Cap-1 Maneuver 910 - - - 100 654 Mov Cap-2 Maneuver - - - - 230 - Stage 1 - - - - 461 - Stage 2 - - - - 363 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 910 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Morning Peak Hour Page 262 of 328 HCM 7th TWSC 4: Site South access drive/North Acess Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 3 1632 1 4 634 1 1 0 0 0 0 3 Future Vol, veh/h 3 1632 1 4 634 1 1 0 0 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 4 2 2 1 2 2 2 2 0 2 0 Mvmt Flow 3 1834 1 4 712 1 1 0 0 0 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 713 0 0 1835 0 0 2206 2563 917 1646 2563 357 Stage 1 - - - - - - 1841 1841 - 722 722 - Stage 2 - - - - - - 365 722 - 924 1842 - Critical Hdwy 4.1 - - 4.14 - - 7.54 6.54 6.94 7.5 6.54 6.9 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.5 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.5 5.54 - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 3.5 4.02 3.3 Pot Cap-1 Maneuver 896 - - 328 - - 25 26 274 67 26 646 Stage 1 - - - - - - 78 124 - 389 429 - Stage 2 - - - - - - 626 429 - 294 124 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 896 - - 328 - - 24 25 274 66 25 646 Mov Cap-2 Maneuver - - - - - - 67 95 - 179 92 - Stage 1 - - - - - - 78 124 - 382 422 - Stage 2 - - - - - - 613 422 - 293 124 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0.02 0.37 59.94 10.61 HCM LOS F B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 67 22 - - 896 - - 646 HCM Lane V/C Ratio 0.017 0.014 - - 0.004 - - 0.005 HCM Ctrl Dly (s/v) 59.9 16.1 0.3 - 9 - - 10.6 HCM Lane LOS F C A - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Morning Peak Hour Page 263 of 328 HCM 7th TWSC 5: Rand Road & Auto Brooker Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 1630 634 1 0 1 Future Vol, veh/h 1 1630 634 1 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 25 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 4 0 0 Mvmt Flow 1 1874 729 1 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 730 0 - 0 1668 365 Stage 1 - - - - 729 - Stage 2 - - - - 939 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 883 - - - 89 638 Stage 1 - - - - 443 - Stage 2 - - - - 345 - Platoon blocked, % - - - Mov Cap-1 Maneuver 883 - - - 89 638 Mov Cap-2 Maneuver - - - - 217 - Stage 1 - - - - 443 - Stage 2 - - - - 345 - Approach SE NW SW HCM Ctrl Dly, s/v 0.01 0 10.66 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 883 - 638 HCM Lane V/C Ratio - - 0.001 - 0.002 HCM Ctrl Dly (s/v) - - 9.1 - 10.7 HCM Lane LOS - - A - B HCM 95th %tile Q(veh) - - 0 - 0 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Morning Peak Hour Page 264 of 328 HCM 7th TWSC 6: Enterprise Access Drive/Storage Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 1625 5 6 630 2 4 0 11 0 0 1 Future Vol, veh/h 0 1625 5 6 630 2 4 0 11 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 50 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 7 50 0 4 0 0 0 9 0 0 0 Mvmt Flow 0 1766 5 7 685 2 4 0 12 0 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 687 0 0 1772 0 0 2124 2469 886 1582 2471 343 Stage 1 - - - - - - 1769 1769 - 699 699 - Stage 2 - - - - - - 355 700 - 883 1772 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 7.08 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.39 3.5 4 3.3 Pot Cap-1 Maneuver 916 - - 356 - - 29 31 274 75 31 658 Stage 1 - - - - - - 88 138 - 401 445 - Stage 2 - - - - - - 640 444 - 311 137 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 916 - - 356 - - 29 30 274 70 30 658 Mov Cap-2 Maneuver - - - - - - 76 105 - 184 101 - Stage 1 - - - - - - 88 138 - 394 437 - Stage 2 - - - - - - 628 436 - 298 137 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0 0.14 29.8 10.48 HCM LOS D B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 161 356 - - 916 - - 658 HCM Lane V/C Ratio 0.101 0.018 - - - - - 0.002 HCM Ctrl Dly (s/v) 29.8 15.3 - - 0 - - 10.5 HCM Lane LOS D C - - A - - B HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Morning Peak Hour Page 265 of 328  Capacity Analysis Summary Sheets Year 2031 Total Projected Weekday Evening Peak Hour Page 266 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 19 394 175 19 768 1099 839 874 11 229 890 8 Future Volume (vph) 19 394 175 19 768 1099 839 874 11 229 890 8 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 190 505 140 505 670 0 215 0 Storage Lanes 1 1 1 2 2 0 2 0 Taper Length (ft) 140 90 290 300 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.88 0.97 0.95 0.95 0.97 0.95 0.95 Ped Bike Factor Frt 0.850 0.850 0.998 0.999 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 3762 1538 1736 3762 2814 3400 3495 0 3467 3571 0 Flt Permitted 0.104 0.397 0.950 0.950 Satd. Flow (perm) 186 3762 1538 725 3762 2814 3400 3495 0 3467 3571 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 35 35 Link Distance (ft) 2957 2627 1774 588 Travel Time (s) 44.8 39.8 34.6 11.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 1% 5% 4% 1% 1% 3% 3% 9% 1% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 20 406 180 20 792 1133 865 912 0 236 926 0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Prot NA Prot NA Protected Phases 7 4 5 3 8 1 1 6 5 2 Permitted Phases 4 4 8 8 Detector Phase 7 4 5 3 8 1 1 6 5 2 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 3.0 15.0 3.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 7.5 6.5 21.0 7.5 7.5 21.0 7.5 21.0 Total Split (s) 13.5 39.0 22.5 13.5 39.0 42.0 42.0 75.0 22.5 55.5 Total Split (%) 9.0% 26.0% 15.0% 9.0% 26.0% 28.0% 28.0% 50.0% 15.0% 37.0% Yellow Time (s) 3.5 4.5 3.5 3.5 4.5 3.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.0 0.0 1.5 1.0 1.0 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 4.5 3.5 6.0 4.5 4.5 6.0 4.5 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Min None C-Min Act Effct Green (s) 46.1 39.1 60.2 45.9 39.0 83.4 38.4 72.7 15.2 49.5 Actuated g/C Ratio 0.31 0.26 0.40 0.31 0.26 0.56 0.26 0.48 0.10 0.33 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Evening Peak Hour Page 267 of 328 Lanes, Volumes, Timings 1: Rand Road & Lake Cook Road 02/09/2026 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR v/c Ratio 0.16 0.41 0.29 0.07 0.81 0.72 0.99 0.54 0.67 0.79 Control Delay (s/veh) 37.4 48.3 32.4 35.3 60.0 29.1 84.1 29.0 74.7 51.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 37.4 48.3 32.4 35.3 60.0 29.1 84.1 29.0 74.7 51.2 LOS D D C D E C F C E D Approach Delay (s/veh) 43.2 41.8 55.8 56.0 Approach LOS D D E E Queue Length 50th (ft) 13 178 122 13 395 481 ~460 327 116 431 Queue Length 95th (ft) 34 236 184 34 #515 597 #592 406 161 516 Internal Link Dist (ft) 2877 2547 1694 508 Turn Bay Length (ft) 190 505 140 505 670 215 Base Capacity (vph) 159 979 646 296 977 1564 870 1694 416 1178 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.41 0.28 0.07 0.81 0.72 0.99 0.54 0.57 0.79 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 79.5 (53%), Referenced to phase 2:NWT and 6:SET, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay (s/veh): 49.5 Intersection LOS: D Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rand Road & Lake Cook Road 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Evening Peak Hour Page 268 of 328 HCM 7th TWSC 2: Site North Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 1178 3 0 1242 0 4 Future Vol, veh/h 1178 3 0 1242 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1240 3 0 1307 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 622 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - - 0 - 0 430 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 430 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach SE NW NE HCM Ctrl Dly, s/v 0 0 13.46 HCM LOS B Minor Lane/Major Mvmt NELn1 NWT SET SER Capacity (veh/h) 430 - - - HCM Lane V/C Ratio 0.01 - - - HCM Ctrl Dly (s/v) 13.5 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0 - - - 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Evening Peak Hour Page 269 of 328 HCM 7th TWSC 3: Rand Road & Brown Tree Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1173 1243 1 0 0 Future Vol, veh/h 0 1173 1243 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 50 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 4 4 0 0 0 Mvmt Flow 0 1289 1366 1 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1367 0 - 0 2011 684 Stage 1 - - - - 1366 - Stage 2 - - - - 645 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 509 - - - 52 396 Stage 1 - - - - 206 - Stage 2 - - - - 490 - Platoon blocked, % - - - Mov Cap-1 Maneuver 509 - - - 52 396 Mov Cap-2 Maneuver - - - - 151 - Stage 1 - - - - 206 - Stage 2 - - - - 490 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 509 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Evening Peak Hour Page 270 of 328 HCM 7th TWSC 4: Site South access drive/North Acess Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 1177 2 1 1232 0 12 0 2 0 0 2 Future Vol, veh/h 0 1177 2 1 1232 0 12 0 2 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 4 2 2 1 2 2 2 2 0 2 0 Mvmt Flow 0 1322 2 1 1384 0 13 0 2 0 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1384 0 0 1325 0 0 2018 2710 662 2048 2711 692 Stage 1 - - - - - - 1324 1324 - 1387 1387 - Stage 2 - - - - - - 694 1387 - 661 1325 - Critical Hdwy 4.1 - - 4.14 - - 7.54 6.54 6.94 7.5 6.54 6.9 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.5 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.5 5.54 - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 3.5 4.02 3.3 Pot Cap-1 Maneuver 501 - - 517 - - 34 21 404 33 21 391 Stage 1 - - - - - - 165 224 - 153 208 - Stage 2 - - - - - - 399 208 - 423 223 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 501 - - 517 - - 34 21 404 33 21 391 Mov Cap-2 Maneuver - - - - - - 119 108 - 114 107 - Stage 1 - - - - - - 165 224 - 153 208 - Stage 2 - - - - - - 395 208 - 420 223 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0 0.05 35.95 14.26 HCM LOS E B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 132 3 - - 501 - - 391 HCM Lane V/C Ratio 0.119 0.002 - - - - - 0.006 HCM Ctrl Dly (s/v) 36 12 0 - 0 - - 14.3 HCM Lane LOS E B A - A - - B HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Evening Peak Hour Page 271 of 328 HCM 7th TWSC 5: Rand Road & Auto Brooker Access Drive 02/09/2026 Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 0 1173 1232 0 0 0 Future Vol, veh/h 0 1173 1232 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 25 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 4 0 0 Mvmt Flow 0 1348 1416 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1416 0 - 0 2090 708 Stage 1 - - - - 1416 - Stage 2 - - - - 674 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 487 - - - 46 382 Stage 1 - - - - 193 - Stage 2 - - - - 473 - Platoon blocked, % - - - Mov Cap-1 Maneuver 487 - - - 46 382 Mov Cap-2 Maneuver - - - - 142 - Stage 1 - - - - 193 - Stage 2 - - - - 473 - Approach SE NW SW HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 487 - - HCM Lane V/C Ratio - - - - - HCM Ctrl Dly (s/v) - - 0 - 0 HCM Lane LOS - - A - A HCM 95th %tile Q(veh) - - 0 - - 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Evening Peak Hour Page 272 of 328 HCM 7th TWSC 6: Enterprise Access Drive/Storage Access Drive & Rand Road 02/09/2026 Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 1 1169 3 5 1230 1 1 0 9 4 0 1 Future Vol, veh/h 1 1169 3 5 1230 1 1 0 9 4 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 50 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 7 50 0 4 0 0 0 9 0 0 0 Mvmt Flow 1 1271 3 5 1337 1 1 0 10 4 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1338 0 0 1274 0 0 1954 2623 637 1986 2624 669 Stage 1 - - - - - - 1274 1274 - 1348 1348 - Stage 2 - - - - - - 679 1349 - 638 1276 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 7.08 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.39 3.5 4 3.3 Pot Cap-1 Maneuver 522 - - 552 - - 39 24 403 37 24 405 Stage 1 - - - - - - 180 240 - 162 221 - Stage 2 - - - - - - 412 221 - 437 240 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 522 - - 552 - - 39 24 403 36 24 405 Mov Cap-2 Maneuver - - - - - - 128 115 - 118 114 - Stage 1 - - - - - - 179 240 - 160 219 - Stage 2 - - - - - - 407 219 - 425 239 - Approach SE NW NE SW HCM Ctrl Dly, s/v 0.01 0.05 16.21 32.17 HCM LOS C D Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 332 552 - - 522 - - 138 HCM Lane V/C Ratio 0.033 0.01 - - 0.002 - - 0.039 HCM Ctrl Dly (s/v) 16.2 11.6 - - 11.9 - - 32.2 HCM Lane LOS C B - - B - - D HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 25-373 - Industrial Development - Palatine Synchro 12 Report Projected Weekday Evening Peak Hour Page 273 of 328 Page 274 of 328 Page 275 of 328  IV.C 560 S. Hicks Road STAFF REPORT: TO: Palatine Planning and Zoning Commission Jan Wood, Chair FROM: Ben Vyverberg PETITIONER: Taz Holdings LLC - MBL Recycling Series PLAN NUMBER: SU-000228-2025 BACKGROUND: The Subject Property is approximately 2.4 acres and is zoned manufacturing. The property is improved with an approximately 60,000 square foot building, associated parking lot and exterior paved areas. The Petitioners are proposing to operate another material processing facility (the Petitioners operate a similar use at the property directly south @ 630 S. Hicks Road). The Village Code was amended in 2005 to recognize uses which provide services for the "... Transfer, Storage, and Treatment of General Construction Materials, Demolition Debris, and Wood Waste...", as Special Uses in the Zoning Ordinance. Therefore, the Petitioner is requesting the following: Special Use to allow for a use that will provide for the transfer, storage, and treatment of general construction materials, demolition debris, and wood waste and accessory permitted office uses. KEY ISSUES: • The Petitioners have acquired the property and are proposing to expand the existing Economy Disposal Service into the Subject Property. The existing waste management uses and operations at 630 S. Hicks Road would continue to function in their current capacity and the Subject Property would function in a similar manner. • The proposed materials served by the 560 building would include brick, concrete, and masonry materials, rock, and wood (including non-hazardous painted, treated and coated wood, and wood products). Additionally, such materials including plaster, drywall, plumbing fixtures, non-asbestos insulation, roofing materials, asphalt, glass, plastics (not sealed to conceal waste/contaminates), and electric wiring or piping would also be processed. • The Subject Building is approximately 60,000 square feet and the waste Page 276 of 328  management process would include material sorting and bailing, followed by processing and refinement. The waste management process would be completed through packaging and distribution. • The floor plan of the building would be separated into various stages and work areas to address the internal processing of each phase of the waste management process: • The internal equipment necessary for the waste management services include balers, palletizing equipment, separators, conveyors, and quality testing units. The installation of these items into the 560 building would be subject to building permit review, which would also include an egress route to the exit doors on the Page 277 of 328  west side of the property. Although both waste management uses are proposed to operate on adjacent properties, the existing building and parking configurations are not conducive to allowing any interconnections of the buildings and uses. Nevertheless, there is likely a shared benefit provided in the proximity of the buildings and uses. STANDARDS FOR SPECIAL USE: Since this Petition is not for a use publicly operated or traditionally affected with the public interest, those standards under Section 14.05 D (2) and (3) are applicable. Specifically, the Petitioners must show that the Special Use, if granted, is so designed, located, and proposed to be operated that the public health, safety, and welfare will be protected and will not cause substantial injury to the value of other property in the neighborhood in which it is located. The Petitioners have attempted to address the required standards. STAFF RECOMMENDATION: The submitted business plan and information indicate that the proposed business expansion would operate in a similar manner to the existing Special Use at 630 S. Hicks Road. As the use is contemplated as a Special Use in the manufacturing district, Staff does not believe that the use should impact the surrounding properties and would be compatible with the surrounding manufacturing uses within the corridor along S. Hicks Road. Additionally, in addition to the proposed Special Use conditions, the waste management use would be required to adhere to the performance standards in the manufacturing district. Therefore, Staff recommends approval subject to the following conditions: 1. The Special Use shall substantially conform to the business plan and floorplan, submitted by the Petitioner, except as such plans may be changed to conform to Village Codes and Ordinances. 2. The business operations are limited to the receiving, sorting, storing, and consolidating for shipment of "Debris Material." Debris Material consists of and is limited to the following non-hazardous substances resulting from construction, remodeling, repair, and demolition of utilities, structures, and roads, as identified in the business plan. Debris does not include asbestos or asbestos-containing material, as defined by the most stringent of the Illinois Environmental Protection Act, Clean Air Act or regulations adopted thereunder. 3. All required extra agency permits (e.g. IEPA, MWRD, etc.) shall be submitted to the Village in conjunction with the business license. 4. All business operations shall occur within the existing building, except for the storage of vehicles associated with the use and the screened dumpster storage. There shall be no stockpiling of material outside the building. 5. The final screening plan shall be submitted in a manner acceptable to the Director of Page 278 of 328 Planning and Zoning for the dumpster area on the north side of the building. 6. Any change or expansion to the proposed business operations will require approval of the Village. 7. All operations must be in compliance with all applicable State and Federal laws and regulations and operate without creating or perpetuating a public nuisance. 8. Other than the girding of wood, there shall be no crushing, grinding, reducing, shredding, burning or other treatment of any other debris material on site. 9. As part of the building permit/occupancy process, an NFPA 25 hazard evaluation of the sprinkler system shall be completed in a manner acceptable to the Fire Marshal. Also, a clear and unobstructed access route to the fire hydrant in the north parking lot shall be provided in a manner acceptable to the Fire Marshal. 10. If qualified and required by the State of Illinois, as a General Construction or Demolition Debris (GCDD) facility, a copy of the GCCG permit shall be forwarded to the Environmental Health Department, as part of the business license process. ATTACHMENTS: 1. Aerial Map 2. Business Plan and Floorplan 3. Special Use Application 4. Plat of Survey 5. Public Notice Page 279 of 328  560-630 S. Hicks Road Legend 0 300 600 Print Date: 12/12/2025 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground. Page 280 of 328 Page 281 of 328 Page 282 of 328 Page 283 of 328 Page 284 of 328 Page 285 of 328 Page 286 of 328  SPECIAL USE APPLICATION Department of Planning & Zoning 200 E. Wood Street  Palatine, IL  60067-5339 Telephone: (847) 359-9047  Fax (847) 963-6247 Petitioner Name Business Name (if applicable) Taz Holdings Economy Disposal Service Subject Property Address 560 S. Hicks Road Please provide a description of your proposed request: Waste management, as fully described in the business plan. Petitioner Justification Special Uses shall not be granted except on findings based upon the evidence in each specific case. Please address the following standards as these will be used in considering the specific relief you are seeking. That use deemed necessary for the public convenience at that location. Explain: The use is necessary for public convenience at this location because the applicant can provide better and more reliable waste management services to local businesses, communities, and projects from this location. The use is intended to work in tandem with the same special use that is currently allowed on 630 S Hicks Road, an abutting property to the south which is also owned and operated by the applicant. The use is designed, located, and proposed to be operated that the public health, safety, welfare will be protected. Explain: The use will be designed, located, and proposed to be operated in a way that the public health, safety, welfare will be protected. The applicant currently relies on the same special use on 630 S Hicks Road (the abutting property to the south that is owned and operated by the applicant). The applicant has done so since 2005 without causing any issues to public health, safety, and welfare. The use will not cause substantial injury to nearby property values. Explain: The use will not cause substantial injury to nearby property values. The applicant already engages in the same special use on 630 S Hicks Road (the abutting property to the south that is owned and operated by the applicant). The same use on 630 S Hicks Road has not caused substantial injury to nearby property values since it was approved in 2005. The use on this property will merely be an extension of the currently permitted use. Page 287 of 328 In order to supplement the above standards, the Planning and Zoning Commission may also consider the following: With respect to front yard fencing and fencing in a rear yard/side yard abutting a street, the following additional standards must be met: a. Will meet the following aesthetic criteria: i. Will not destroy existing vistas in the area; ii. Will enhance the appearance of the homes and the streets in the area; and iii. Will not detract from the overall appearance of the community; or b. The fencing is found to be necessary to protect private property or the safety of the inhabitants of the property. Page 2 of 2 Page 288 of 328 Page 289 of 328  LEGAL DESCRIPTION Common Address: 560 South Hicks Road, Palatine, Illinois 60067 PIN: 02-23-313-023-0000 Page 290 of 328  PUBLIC NOTICE A Public Hearing will be held before the Village of Palatine Planning and Zoning Commission on Tuesday, April 28, 2026 at 7 PM, in the Village Council Chambers in the Palatine Village Hall, 200 E. Wood Street, relative to a request for the following: Special Use to allow for a use that will provide for the transfer, storage, and treatment of general construction materials, demolition debris, and wood waste and accessory permitted office uses. The property is commonly known as 560 S. Hicks Road. The Petitioners, Economy Disposal Services, are proposing for a use the provides for the transfer, storage, and treatment of general construction materials, demolition debris, and wood waste at the Subject Property. The proposed would be a continuation of the existing Special Use operated by the Petitioners on the property directly to the south. The proposed use will utilize the existing building and property. The above petition has been filed by Keito Ido, agent, and is available for examination in the office of the Village Clerk, 200 E. Wood Street. FILE #: SU-000228-2025 VILLAGE OF PALATINE Jan Wood, Chair Palatine Planning & Zoning Commission DATED: This 9th day of April, 2026 Page 291 of 328 Page 292 of 328  IV.D 630 S Hicks Road STAFF REPORT: TO: Palatine Planning and Zoning Commission Jan Wood, Chair FROM: Ben Vyverberg PETITIONER: Economy Disposal Service PLAN NUMBER: SU-000227-2025 BACKGROUND: The Subject Property is approximately 5.2 acres and is zoned M, manufacturing district. It has operated as a material processor and waste distributor at this location under an existing Special Use since 2005. The current owner acquired the business and completed a Special Use transfer in 2021. In 2025, the Village received an inquiry and concern regarding the storage of portable toilets on the Subject Property. As this was not part of the 2005 Special Use approval, Staff contacted the business owner and indicated that a Special Use Amendment would be required to allow the proposed operation. Therefore, the Petitioner is requesting the following: Special Use Amendment Special Use Amendment to Special Use # O-39-05, which allows the transfer, storage, and treatment of general construction materials, demolition debris, and wood waste to allow for the storage, distribution, and general cleaning of portable toilets on the Subject Property. KEY ISSUES: • The existing business operates within numerous Special Use conditions. The business owner recently began servicing, renting, and supplying portable toilets and handwashing stations from this location. This service is regulated through licensure from the required Federal and State agencies, including the Illinois Department of Public Health and MWRD. The business plan further indicates compliance with the Clean Water Act and following OSHA standards. The Petitioner maintains active permits from the required regulatory agencies for this use. The business plan indicates that this operation includes 14 employees. • Mechanically, all the toilet rental units are cleaned by a pumper truck at the customer location and then transferred to a licensed treatment facility, prior to the Page 293 of 328  clean pumper truck returning to the Subject Property. Therefore, no unclean/loaded toilets are ever returned to this location. Due to the rotation of toilets that are rented and in use, the Petitioner anticipated a maximum of 50 units being stored onsite, when otherwise not being rented. • As part of the business plan review, the Petitioners identified an approximately 4500 square foot location in the southwest corner of the property for storing the units. Staff also notes that the property directly west of the site also maintains a manufacturing zoning. Per Code, this area is required to be solidly screened through the height of the item/materials being stored. The units are approximately 7.5 to 7.75 feet tall. The zoning ordinance requires that this area is screened accordingly. There is existing chain link fencing, with barbed wire, which is 8 feet in height. The proposed 4500 SF area will need to be screened to the height of the portable toilets. • The portable toilet rental and storage is an accessory use to the principal use of the property and is incorporated into the existing property. STANDARDS FOR SPECIAL USE: Since this Petition is not for a use publicly operated or traditionally affected with the public interest, those standards under Section 14.05 D (2) and (3) are applicable. Specifically, the Petitioners must show that the Special Use, if granted, is so designed, located, and proposed to be operated that the public health, safety, and welfare will be protected and will not cause substantial injury to the value of other property in the neighborhood in which it is located. The Petitioners have attempted to address the required standards. STAFF RECOMMENDATION: The proposed Special Use Amendment aligns with the storage, transfer, and servicing uses contemplated in the manufacturing district. Additionally, there are numerous other regulatory agencies for the use and its operations and the Petitioner maintains those required permits. Staff does not disagree that the storage and distribution components are compatible with the surrounding uses. Additionally, as each unit is maintained and cleaned externally and with the proposed business plan requirements, there should not be any issues associated with this amendment. Therefore, Staff recommends approval of the proposed Special Use Amendment, subject to the following conditions: 1. The Special Use Amendment shall substantially conform to the business plan, including the site plan, submitted by the Petitioner, except as such plans may be changed to conform with Village Codes and Ordinances. All conditions of Special Use Ordinance #O-39-05, as amended, shall remain in active and in effect. 2. All required extra-agency permits (e.g. IEPA. IDPH (Portable Sanitation Business License), MWRD (Chemical Toilet Waste Disposal), Cook County Page 294 of 328  Public Health) be provided to the Village as a component of the business license. 3. The final fencing and screening plan for the portable toilet storage area shall be revised in a manner acceptable to the Director of Planning and Zoning. ATTACHMENTS: 1. Aerial Map 2. Plans 3. Business Plan 4. Special Use Application 5. Plat of Survey 6. O-39-05 7. Public Notice Page 295 of 328  560-630 S. Hicks Road Legend 0 300 600 Print Date: 12/12/2025 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground. Page 296 of 328 Page 297 of 328 Page 298 of 328 Option 2 Page 299 of 328 Page 300 of 328 Page 301 of 328  EXHIBIT C Patriot Portables Business Plan Page 302 of 328  PATRIOT PORTABLES Business Plan 560-630 South Hicks Road, Palatine, Illinois 60067 Created on January 26, 2026 by TAZ Holdings LLC – Patriot Portable Series Page 303 of 328  Executive Summary Our Specialty TAZ Holdings LLC – Patriot Portable Series (“Patriot Portables”) is a supplier and servicer of rentable portable toilets for events and construction projects. Our Unique Value Our business provides efficient and eco-friendly waste disposal services on and flexible rental terms. Our focus is on customer service and hospitality, going beyond the norm, especially when it comes to cleanliness of our products. Company Description Industry Sanitation and Waste Management Mission Statement Provide clean, reliable, and environmentally responsible portable sanitation solutions Principal Members Ronald Tazelaar — Owner Daniel Rudman – Owner Legal Structure Patriot Portable Series is a series company associated with Taz Holdings, LLC, an Illinois limited liability company. Other associated entities include Economy Disposal Services and C&D Recycling. History Taz Holdings, LLC acquired a small sanitation business with 18 years of experience. Taz Holdings, LLC has over 26 years of experience in the sanitation and waste management industry. Products and Services Products Standard Units, XL ADA Units, Crane Units, and Handwash Stations. Services Delivering and setting up our products Performing scheduled waste removal and cleaning Finance Revenue Sources o Rentals (daily/weekly/monthly) o Service contracts Expenditures o Products – maintenance and new acquisition o Trucks – maintenance and new acquisition o Others (e.g., cleaning supplies, insurance, and permits) Page 304 of 328 Customers Construction companies Event organizers Municipalities Disaster relief agencies Marketing Local advertising Partnerships with event planners Online booking system Operations Employees Managers - 1 Dispatchers - 1 Drivers - 5 Cleaners – 5 Administrative Support Staff - 2 Equipment 5 pumper trucks 1 delivery truck 754 toilets 43 handwash stations Experience and Qualification Our business operates with an Illinois Department of Public Health Portable Sanitation Business License (#900-00189). Per Ill. Admin. Code tit. 77, § 905.135(a), any person operating in Illinois who sells, rents, leases, transports, services, cleans, sanitizes or maintains a portable toilet or portable potable hand- washing unit or pumps, transports or disposes of waste from portable toilets or portable potable hand- washing units shall be licensed as a portable sanitation business. Per Ill. Admin. Code tit. 77, § 905.135(b), only a portable sanitation technician or portable sanitation technician trainee certified by the Department as working for a portable sanitation business may service, clean, sanitize or maintain a portable toilet or portable potable hand-washing unit, or pump, transport or dispose of waste from portable toilets or portable potable hand-washing units. Our business employs five Certified Portable Sanitation Technicians. Per Ill. Admin. Per Code tit. 77, §905.135(f)-(m), our business is involved in the certification and training of sanitation technicians. Our business operates under a Metropolitan Water Reclamation District of Greater Chicago Chemical Toilet Wastes Disposal Permit (#2026-31240). The Metropolitan Water Reclamation District of Greater Chicago (MWRD) enacted an ordinance setting forth a uniform policy for permittees of chemical toilet wastes disposal to the facilities of the MWRD in order to ensure compliance with all applicable State and Federal laws, including the Clean Water Act (33 United States Code U.S.C. Section 1251 et seq.) and the General Pretreatment Regulations (Title 40 of the Code of Federal Regulations Part 403). Our business is a permittee under this ordinance. Page 305 of 328 Cleaning and Waste Disposal Process Step 1: Suck down unit and remove waste. Clean unit inside and out. Refill unit with blue and water. Restock hand dispenser and toilet paper. Finish by wiping unit down. Step 2: Transport waste by truck to a licensed treatment facility in accordance with the New Employee Training Manual & Safety Rules. Step 3: Dispose of the waste at a licensed treatment facility in accordance with the company’s dumping procedures. See Patriot Portables Dumping Procedures. Step 4: Inspect pumper trucks before and after each daily use, log any issues for mechanics. Occupational Safety and Health Administration (OSHA) Standards At the request of our customers, our business provides portable toilets for compliance with OSHA standards relating to the provision of portable toilets at jobsites, including but not limited to §1926.51(c). Page 306 of 328  EXHIBIT D Business Plan Proposal – Material Processing Facility at 560 South Hicks Road, Palatine, Illinois 60067 Page 307 of 328  PATRIOT PORTABLES Business Plan 560-630 South Hicks Road, Palatine, Illinois 60067 Created on January 26, 2026 by TAZ Holdings LLC – Patriot Portable Series Page 308 of 328  Executive Summary Our Specialty TAZ Holdings LLC – Patriot Portable Series (“Patriot Portables”) is a supplier and servicer of rentable portable toilets for events and construction projects. Our Unique Value Our business provides efficient and eco-friendly waste disposal services flexible rental terms. Our focus is on customer service and hospitality, going beyond the norm, especially when it comes to cleanliness of our products. Company Description Industry Sanitation and Waste Management Mission Statement Provide clean, reliable, and environmentally responsible portable sanitation solutions Principal Members Ronald Tazelaar — Owner Daniel Rudman – Owner Legal Structure Patriot Portable Series is a series company associated with Taz Holdings, LLC, an Illinois limited liability company. Other associated entities include Economy Disposal Services and C&D Recycling. History Taz Holdings, LLC acquired a small sanitation business with 18 years of experience. Taz Holdings, LLC has over 26 years of experience in the sanitation and waste management industry. Products and Services Products Standard Units, XL ADA Units, Crane Units, and Handwash Stations. Services • Delivering and setting up our products • Performing scheduled waste removal and cleaning Finance • Revenue Sources o Rentals (daily/weekly/monthly) o Service contracts • Expenditures o Products – maintenance and new acquisition o Trucks – maintenance and new acquisition o Others (e.g., cleaning supplies, insurance, and permits) Page 309 of 328 Customers • Construction companies • Event organizers • Municipalities • Disaster relief agencies Marketing • Local advertising • Partnerships with event planners • Online booking system Operations Employees • Managers - 1 • Dispatchers - 1 • Drivers - 5 • Cleaners – 5 • Administrative Support Staff - 2 Equipment • 5 pumper trucks • 1 delivery truck • 754 portable toilet units • 43 handwash stations Experience and Qualification Our business operates with an Illinois Department of Public Health Portable Sanitation Business License (#900-00189). Per Ill. Admin. Code tit. 77, § 905.135(a), any person operating in Illinois who sells, rents, leases, transports, services, cleans, sanitizes or maintains a portable toilet or portable potable hand- washing unit or pumps, transports or disposes of waste from portable toilets or portable potable hand- washing units shall be licensed as a portable sanitation business. Per Ill. Admin. Code tit. 77, § 905.135(b), only a portable sanitation technician or portable sanitation technician trainee certified by the Department as working for a portable sanitation business may service, clean, sanitize or maintain a portable toilet or portable potable hand-washing unit, or pump, transport or dispose of waste from portable toilets or portable potable hand-washing units. Our business employs five Certified Portable Sanitation Technicians. Per Ill. Admin. Per Code tit. 77, §905.135(f)-(m), our business is involved in the certification and training of sanitation technicians. Our business operates under a Metropolitan Water Reclamation District of Greater Chicago Chemical Toilet Wastes Disposal Permit (#2026-31240). The Metropolitan Water Reclamation District of Greater Chicago (MWRD) enacted an ordinance setting forth a uniform policy for permittees of chemical toilet wastes disposal to the facilities of the MWRD in order to ensure compliance with all applicable State and Federal laws, including the Clean Water Act (33 United States Code U.S.C. Section 1251 et seq.) and the General Pretreatment Regulations (Title 40 of the Code of Federal Regulations Part 403). Our business is a permittee under this ordinance. Page 310 of 328 Cleaning and Waste Disposal Process • Step 1: After receiving a request from a customer to clean one or more of our portable toilet units, we first inspect the pumper truck to be used to fulfil the request. After the inspection is complete, we travel to the client’s location in the pumper truck. • Step 2: At the customer’s location, we suck out the waste from a unit using the pumper truck. We then refill the unit with water as needed, restock hand dispenser and toilet paper, and wipe down the unit’s interior and exterior. • Step 3: We transport the waste in the pumper truck to a licensed treatment facility in accordance with the New Employee Training Manual & Safety Rules and then dispose of the waste in accordance with the company’s dumping procedures (Patriot Portables Dumping Procedures). • Step 4: We return to 560-630 South Hicks Road in the pumper truck. There, we inspect the truck again, log any issues with a mechanic, and re-load the truck with fresh water and supplies. Specific Zoning Notes • Our portable toilet units are never stored at 560-630 South Hicks Road without first being emptied and cleaned at the customers’ location or a licensed treatment facility. • All pumper and delivery trucks are parked indoors at 560-630 South Hicks Road. Our business maintains four locations, including 560-630 South Hicks Road, and the trucks may be parked at 560-630 South Hicks Road or another location. • Odors may emanate from the pumper trucks. • Of the 745 portable toilet units, 90% of them are expected to be maintained at our customers’ locations at any given time. The remainder, approximately 75 units, are expected to be stored throughout the company’s four locations, including 560-630 South Hicks Road. The maximum number of units stored at 560-630 South Hicks Road is expected to be 30-50. Occupational Safety and Health Administration (OSHA) Standards At the request of our customers, our business provides portable toilets for compliance with OSHA standards relating to the provision of portable toilets at jobsites, including but not limited to §1926.51(c). Page 311 of 328  Dumping Procedures 1. Open hatch on the top of the waste tanker 2. Identify the room left in the tanker a. Max load is 12” from the bottom of the top hatch b. Once the tanker is ¾ full notify management to have switched 3. Hook hose from truck to the tanker a. Make sure both cam lock tabs are locked against the hose 4. Reverse pump on the Pumper truck. a. Once truck tank is empty, close the valve on the tanker 5. Reverse pump opposite direction while hose is still hooked and tanker valve is closed a. Once hose is dry, close the valve on the truck. 6. Turn off pump 7. Disconnect hose from tank and truck 8. Place empty hose on side of tanker 9. Suck dry the overflow containment barrel 10.Ensure there is nothing leaking a. Any leak must be reported immediately 11.Close the top hatch on the tanker Please acknowledge that you have read and understand the above instructions by printing and signing you name and dating where indicated below. Name: __________________________ Date: _________, 2025 Sign: _______________________________________________ Page 312 of 328  SPECIAL USE APPLICATION Department of Planning & Zoning 200 E. Wood Street  Palatine, IL  60067-5339 Telephone: (847) 359-9047  Fax (847) 963-6247 Petitioner Name Business Name (if applicable) Economy Disposal Service Subject Property Address 630 S. Hicks Road Please provide a description of your proposed request: The applicant requests that an existing Special Use under 12.02(h)(18) of Palatine Code Ordinances - Appendix A - Zoning be amended to include the storage and maintenance of portable toilets as a permitted use. Petitioner Justification Special Uses shall not be granted except on findings based upon the evidence in each specific case. Please address the following standards as these will be used in considering the specific relief you are seeking. That use deemed necessary for the public convenience at that location. Explain: The new use is necessary for public convenience at this location because the applicant can readily service local events, as well as events in neighboring villages, with portable toilets from this location. The new use is also necessary for public convenience at this location because the storage and maintenance of portable toilets is a large part of the applicant's business at the location. Without a special use, the applicant may be forced to scale back its operations there and The use is designed, located, and proposed to be operated that the public health, safety, welfare will be protected. Explain: The new use is designed, located, and proposed to be operated in a way that the public health, safety, welfare will be protected. The company has procedures, workplace rules, and proper employee training in place to ensure the protection of public health, safety, and welfare. Further, the applicant plans to pursue upgrades and improvements to help screen the new use and to control and eliminate noxious odors. Page 313 of 328 The use will not cause substantial injury to nearby property values. Explain: The new use will not be injurious to the use and enjoyment of other properties in the immediate vicinity for three reasons. Firstly, the property is located in a Manufacturing District and surrounded by industrial properties and uses. Accordingly, the new use, so long as it is reasonable, should not cause substantial injury to nearby property values as the storage of commercial equipment is common in industrial and manufacturing districts such as the one in which the property is located. Secondly, the applicant has procedures and rules in place relating to the new use which will ensure that no waste product or byproduct from the new use will cause substantial injury to nearby property values. Thirdly, the applicant has significant experience with the storage and maintenance of portable toilets and has a history of engaging in such use with due care. In fact, a prohibition of the new use may cause injury to nearby property values. The applicant is planning to expand its operation as it relates to the new and existing uses across this property and 560 S Hicks Road, Palatine, IL 60067. Without the Special Use, the Applicant will not be able to operate a large part of their business on the property as intended. This inability will result in reduced operational efficiency and decreased job numbers, and may force the applicant to eventually sell and vacate the site. These effects will, in turn, negatively impact village and surrounding property owners. In order to supplement the above standards, the Planning and Zoning Commission may also consider the following: With respect to front yard fencing and fencing in a rear yard/side yard abutting a street, the following additional standards must be met: a. Will meet the following aesthetic criteria: i. Will not destroy existing vistas in the area; ii. Will enhance the appearance of the homes and the streets in the area; and iii. Will not detract from the overall appearance of the community; or b. The fencing is found to be necessary to protect private property or the safety of the inhabitants of the property. Page 2 of 2 Page 314 of 328 Page 315 of 328  LEGAL DESCRIPTION Common Address: 630 S Hicks Road, Palatine, Illinois 60067 PINs: 02-23-313-006-0000 and 02-23-313-005-0000 Page 316 of 328 Page 317 of 328 Page 318 of 328 Page 319 of 328 Page 320 of 328 Page 321 of 328 Page 322 of 328 Page 323 of 328 Page 324 of 328 Page 325 of 328 Page 326 of 328  PUBLIC NOTICE A Public Hearing will be held before the Village of Palatine Planning and Zoning Commission on Tuesday, April 28, 2026 at 7 PM, in the Village Council Chambers in the Palatine Village Hall, 200 E. Wood Street, relative to a request for the following: Special Use Amendment to Special Use # O-39-05, which allows the transfer, storage, and treatment of general construction materials, demolition debris, and wood waste. The Special Use Amendment will allow for the storage, distribution, and general cleaning of portable toilets on the Subject Property. The property is commonly known as 630 S. Hicks Road. The Petitioners, Economy Disposal Services, presently operate a special use which provides for the transfer, storage, and treatment of general construction materials, demolition debris, and wood waste at the Subject Property. The proposed amendment would allow for the storage, distribution, and general clearing of portable toilets to be commercially rented at the Subject Property. The above petition has been filed by Keito Ido, agent, and is available for examination in the office of the Village Clerk, 200 E. Wood Street. FILE # SU-000227-2025: VILLAGE OF PALATINE Jan Wood, Chair Palatine Planning & Zoning Commission DATED: This 9th day of April, 2026 Page 327 of 328 Page 328 of 328