The URL can be used to link to this page

2023-11-01 - Planning and Zoning Commission - Agenda Packet Meeting of the Village of Buffalo Grove Planning and Zoning Commission Regular Meeting November 1, 2023 at 7:30 PM Fifty Raupp Blvd Buffalo Grove, IL 60089-2100 Phone: 847-459-2500 I. Call to Order II. Public Hearings/Items For Consideration Public Comment is limited to items that are not on the regular agenda. In accordance with Section 2.02.070 of the Municipal Code, discussion on questions from the audience will be limited to 5 minutes and should be limited to concerns or comments regarding issues that are relevant to Planning and Zoning Commission business. All members of the public addressing the Planning and Zoning Commission shall maintain proper decorum and refrain from making disrespectful remarks or comments relating to individuals. Speakers shall use every attempt to not be repetitive of points that have been made by others. The Planning and Zoning Commission may refer any matter of public comment to the Village Manager, Village staff or an appropriate agency for review. 1. Consideration of a Fence Variation Pertaining to Golf Course Lots, for the Purpose of Maintaining a Fence that Has Been Installed Along the Rear Property Line Abutting the Arboretum Golf Course at 2731 Acacia Terrace (Trustee Weidenfeld) (Staff Contact: Andrew Binder) 2. Consideration of an Amendment to the Planned Unit Development and Preliminary Plan Approved by Ordinance No. 2021-067 and Sign Variations to Allow the Construction of a Belle Tire and Operation of a Minor Automobile Repair with General Retail Sales Use on the Property Located at 704 E Lake Cook Road (Trustee Weidenfeld) (Staff Contact: Andrew Binder) III. Regular Meeting A. Other Matters for Discussion B. Approval of Minutes C. Chairman's Report D. Committee and Liaison Reports E. Staff Report/Future Agenda Schedule F. Public Comments and Questions Public Comment is limited to items that are not on the regular agenda. In accordance with Section 2.02.070 of the Municipal Code, discussion on questions from the audience will be limited to 5 minutes and should be limited to concerns or comments regarding issues that are relevant to Planning and Zoning Commission business. All members of the public addressing the Planning and Zoning Commission shall maintain proper decorum and refrain from making disrespectful remarks or comments relating to individuals. Speakers shall use every attempt to not be repetitive of points that have been made by others. The Planning and Zoning Commission may refer any matter of public comment to the Village Manager, Village staff or an appropriate agency for review. IV. Adjournment The Planning and Zoning Commission will make every effort to accommodate all items on the agenda by 10:30 p.m. The Board, does, however, reserve the right to defer consideration of matters to another meeting should the discussion run past 10:30 p.m. V. Action Items The Village of Buffalo Grove, in compliance with the Americans with Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in this meeting or have questions about the accessibility of the meeting or facilities, contact the ADA Coordinator at 459-2525 to allow the Village to make reasonable accommodations for those persons. Updated: 10/25/2023 10:37 AM Page 1 Action Item : Consideration of a Fence Variation Pertaining to Golf Course Lots, for the Purpose of Maintaining a Fence that Has Been Installed Along the Rear Property Line Abutting the Arboretum Golf Course at 2731 Acacia Terrace Recommendation of Action Village staff recommends denial of the requested fence variation. The Petitioner is proposing to maintain a 4’ rope fence that has been installed along the rear property line abutting the Arboretum Golf Course at 2731 Acacia Terrace. Section 15.20.050 of the Village Fence Code states that no fence is allowed in the rear yard that abuts a golf course. In this case, the Petitioner installed the fence without a building permit and is looking for a variation from the Fence Code to allow the fence to remain in place. The Planning and Zoning Commission (PZC) is requested to open a public hearing and take testimony regarding the requests. The PZC should make a recommendation to the Village Board. ATTACHMENTS: • 2731 Acacia Terrace - Staff Report (PDF) • 2731 Acacia Terrace - Plan Set (PDF) Trustee Liaison Staff Contact Weidenfeld Andrew Binder, Community Development Wednesday, November 1, 2023 2.1 Packet Pg. 3 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: November 1, 2023 SUBJECT PROPERTY LOCATION: 2731 Acacia Terrace, Buffalo Grove, IL 60089 PETITIONER: William Dolak PREPARED BY: Andrew Binder, Associate Planner REQUEST: Variation to the Fence Code, Section 15.20.050, pertaining to Golf Course Lots, for the purpose of maintaining a fence that has been installed along the rear property line abutting the Arboretum Golf Course. EXISTING LAND USE AND ZONING: The property is improved with a single-family home currently zoned R-1. COMPREHENSIVE PLAN: The Village Comprehensive Plan calls for this property and the immediate neighborhood to be detached single-family residential. PROJECT BACKGROUND The Petitioner is proposing to maintain a 4’ rope fence that has been installed along the rear property line abutting the Arboretum Golf Course, as shown in Figure 1. Section 15.20.050 of the Village Fence Code regulates fences that abut golf courses as follows: ‘No fence is allowed in any rear yard that abuts a golf course.’ In this case, the Petitioner installed the fence without a building permit and is looking for a variation from the Fence Code to allow the fence to remain in place. If granted the variation, a building permit application will need to be submitted; staff review and inspection of the fence will be required. BACKGROUND • In 1988, the Village approved the Fence Code that prohibits installation of fences in the rear of property abutting a golf course. • In 1990, the Arboretum Golf Course was opened. • In 1993, the house at 2731 Acacia Terrace was built. PLANNING & ZONING ANALYSIS • The subject property is an interior lot that abuts Arboretum Golf Course to the north. The Petitioner has installed a 4-foot rope fence to prevent trespassers who often enter the property to locate errant golf balls. The fence is non-conforming and was installed without a building permit. Figure 1: Subject Property 2.1.a Packet Pg. 4 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - S t a f f R e p o r t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) • The 4-foot rope fence marked in red in Figure 1 requires a variation because fences are not permitted on properties that abut a golf course, per the Fence Code. • The Golf Course Fence Code requirements were implemented in 1988 to ensure that the Village’s Golf Courses maintain an open feel. • The only exceptions to the prohibition of fences on lots surrounding golf courses is the allowance of a 4-foot-high fence in the following circumstances: o An in-ground swimming pool is on the property (required per building code due to health and safety reasons); o Patio or deck screenings (so long as they are attached or adjacent to the patio); o A dog run (the fence must be attached to the home and cannot extend more than 10 feet from the home). • It should be noted that a 4-foot fence is only permitted to be placed at the property line in conjunction with an inground pool. In all other instances, the 4-foot fence must be installed around accessory structures or within 10 feet of the rear of the home. VARIATIONS REQUESTED 1. A fence variation from Section 15.20.050B of the Buffalo Grove fence code, which states that “No fence is allowed in any rear yard that abuts a golf course.” DEPARTMENTAL REVIEWS Village Department Comments Engineering The Village Engineer has reviewed the proposed fence location and has no engineering or line of sight concerns with the proposed location of this fence. SURROUNDING PROPERTY OWNERS Pursuant to Village Code, the contiguous property owners were notified, and a public hearing sign was posted on the subject property. The posting of the public hearing sign and the mailed notifications were completed within the prescribed timeframe as required. As of the date of this Staff Report, the Village has not received any comments or questions related to the project. STANDARDS The Planning & Zoning Commission is authorized to make a recommendation to the Village Board regarding requests for Variations to Section 15.20.050 – Golf Course Lots, based on the following criteria: Figure 2: Existing 4-Foot Rope Fence 2.1.a Packet Pg. 5 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - S t a f f R e p o r t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 1. The plight of the owner is due to unique circumstances; 2. The proposed variation will not alter the essential character of the neighborhood; 3. There are practical difficulties or particular hardships in carrying out the strict letter of this Chapter which difficulties or hardships have not been created by the person presently having an interest in the property; and, 4. The proposed variation will not be detrimental to the public health, safety and welfare. The petitioner has provided a written response to the variation standards included in this packet. STAFF RECOMMENDATION Village staff recommends denial of the requested fence variation to allow the existing 4-foot rope fence to remain along the rear property line abutting the Arboretum Golf Course at 2731 Acacia Terrace, based on the following reasons: o The subject property has no practical difficulties or undue hardships due to the physical shape of the property or location when compared to the adjacent properties that abut the Golf Course; o Allowing the fence to remain on the subject property would impact the open character of the neighborhood, and does not coincide with the intention of the Village Code as it relates to properties abutting golf courses; o There is no precedent for a variation from the Fence Code to allow this kind of variation; granting such a variation may lead to additional variations of the same nature, which will further impact the intended character of the area. ACTION REQUESTED The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony concerning the variation request. Per 15.20.140 of the Fence Code for Golf Course Lots, the PZC shall make a recommendation to the Village Board concerning the request. SUGGESTED PZC MOTION The PZC moves to recommend denial of a variation to Section 15.20 of the Buffalo Grove Fence Code for the purpose of maintaining a fence that has been installed along the rear property line abutting the Arboretum Golf Course at 2731 Acacia Terrace. Attachments: • Narrative Description • Response to Variation Standards • Plat of Survey with Proposed Fence (X-X-X) • Photos of the Site and Existing Fence 2.1.a Packet Pg. 6 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - S t a f f R e p o r t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 7 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 8 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 9 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 10 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 11 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 12 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 13 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 14 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 15 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 16 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 17 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 18 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 19 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 20 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 21 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) 2.1.b Packet Pg. 22 At t a c h m e n t : 2 7 3 1 A c a c i a T e r r a c e - P l a n S e t ( C o n s i d e r a t i o n o f a F e n c e V a r i a t i o n a t 2 7 3 1 A c a c i a T e r r a c e ) Updated: 10/25/2023 10:47 AM Page 1 Action Item : Consideration of an Amendment to the Planned Unit Development and Preliminary Plan Approved by Ordinance No. 2021-067 and Sign Variations to Allow the Construction of a Belle Tire and Operation of a Minor Automobile Repair with General Retail Sales Use on the Property Located at 704 E Lake Cook Road Recommendation of Action Staff recommends approval of the requests, subject to the conditions in the attached staff report. Christopher Enright, of Enright Architects representing Belle Tire, is requesting approval of an amendment to the Planned Unit Development and Preliminary Plan, along with sign variations to allow the construction of a 9,800 square-foot Belle Tire store on the property located at 704 E Lake Cook Road The Planning and Zoning Commission (PZC) is requested to open a public hearing and take testimony regarding the requests. The PZC should make a recommendation to the Village Board. ATTACHMENTS: • 704 E Lake Cook Road - Staff Report (PDF) • 704 E Lake Cook Road - Plan Set (PDF) Trustee Liaison Staff Contact Weidenfeld Andrew Binder, Community Development Wednesday, November 1, 2023 2.2 Packet Pg. 23 ______________________________________________________________________________ MEETING DATE: November 1, 2023 SUBJECT PROPERTY LOCATION: 704 E Lake Cook Road PETITIONER: Christopher Enright, Enright Architects/Principal Architect PREPARED BY: Andrew Binder, Associate Planner REQUEST: The petitioner is seeking approval of an Amendment to the Planned Unit Development and Preliminary Plan approved by Ordinance No. 2021-067 and Sign Variations to allow the construction of a Belle Tire and operation of a Minor Automobile Repair with General Retail Sales use on the property located at 704 E Lake Cook Road. EXISTING LAND USE AND ZONING: The property is currently an unimproved, vacant lot and is zoned B-3, Planned Business Center District. COMPREHENSIVE PLAN: The Village of Buffalo Grove Comprehensive Plan calls for this property to be an industrial use. BACKGROUND Christopher Enright, of Enright Architects representing Belle Tire, is requesting approval of an amendment to the Planned Unit Development and Preliminary Plan, along with sign variations to allow the construction of a 9,800 square-foot Belle Tire store on the property located at 704 E Lake Cook Road. In 2021, the Village Board approved Ordinance No. 2021-067 for the development of the Ricky Rockets site with a new gas station, convenience store and car wash. As part of the Ricky Rockets project, the entire property was rezoned to a B- 3 Commercial PUD and subdivided into four lots; Lots 1 and 2 were used for the Ricky Rockets development while plans for Lot 3 and 4 were not specified and to be developed at a later date. Lot 4 recently received Village approval for a self- storage facility to be constructed on the northerly parcel of the site. The Belle Tire facility is proposed to occupy Lot 3 and would complete the development of the subdivision. Before the site was developed by Ricky Rockets, it was previously improved with a 100,000-square- foot office building that BMO Harris occupied. At the August 21, 2023, Village Board meeting, the developer presented an overview of the concept plan. The Trustees were supportive of the development and referred it to the PZC for public hearing. The following report summarizes the project and the petitioner’s requests. Lake Cook Road Lot 3 Subject Site Ricky Rockets Car Wash Lot 4 Proposed Self Storage Facility 2.2.a Packet Pg. 24 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - S t a f f R e p o r t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Page 2 of 7 PLANNING & ZONING ANALYSIS Business Operations: Belle Tire will sell and install passenger vehicle tires as well as offer various minor automotive repairs such as brakes, alignments, and oil changes. The 9,800 square-foot facility will feature 10 service bays on the west side of the building. All repair and installation work and all storage of new and scrap tires will take place inside the building. The facility will not perform any significant repairs, including engine, transmission, or bodywork. A maximum of 10-15 employees will be on-site per shift. The business hours will be Tuesday, Wednesday, Friday (8am-6pm), Monday & Thursday (8am-8pm), Saturday (8am-5pm), and closed Sundays. Business deliveries typically occur 2-3 times a week for approximately 30 minutes per visit. There will not be any outdoor annunciators, PA systems, or other sources of noxious exterior noise. Use: The proposed Belle Tire is an appropriate use for this site as it is another auto-centric use which complements Ricky Rocket’s gas station and car wash. A ‘Minor Automobile Repair’ use is not listed as a permitted or special use in the B-3 zoning district; however, the use can be considered as part of the amendment to the PUD. Setbacks and bulk requirements: The proposed building has a setback of approx. 71 feet from the front property line along Lake Cook Road and has a maximum height of 28 feet, which complies with the setback and height requirements for the B-3 Zoning District. No zoning variations are proposed for the development. Signage: Belle Tire is proposing a complete sign package for the development with multiple variations from the Village’s Sign Code to meet Belle Tire’s Corporate Signage Standards. The petitioner is proposing a combination of four wall signs; one on the south side of the building (facing Lake Cook Road), two on the west side of the building above the service bays (facing the Ricky Rockets’ property), and one on the east side of the building (facing the vacant lot). All wall signs will be internally illuminated channel letter signs. The Village’s Sign Code allows one wall sign to be installed along each frontage and above the main entrance to the tenant space when it does not face a right-of-way; therefore, a variation for the number of wall signs and a variation for the signs on the east and west elevation is required. In addition, the total square footage of signage proposed and the lengths of the signs on each elevation exceed the maximum permitted, which will also require variations. Staff is supportive of the sign variation West Elevation East Elevation 2.2.a Packet Pg. 25 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - S t a f f R e p o r t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Page 3 of 7 requests, as the overall appearance of the signs are complimentary and match the design of the building. Belle Tire is proposing a monument sign on the site's south side along Lake Cook Road. The sign will be setback 5 feet from the front property line, in lieu of the 10-foot minimum requirement, and will need a variation from the sign code. Due to the required parking lot geometry, the monument sign cannot be moved further from the front property line. The proposed monument sign does comply with the code limitations for height and sign area. In addition, the sign base material will match the brick material on the principal building and will be landscaped. Belle Tire also plans to install a directional sign at the northwest access point along the private road, which complies with the Village’s Sign Code. Lastly, Belle Tire is proposing to install a 60-foot flagpole on the site with a 600-square-foot American flag, which requires a variation from the sign code as flagpoles cannot exceed 50 feet in height and flags cannot be larger than 100 square feet. The proposed flagpole and flag are corporate standards for a Belle Tire Development. Traffic & Vehicular Accessibility: There are three proposed access drives to the site; two full access drives are proposed along the private roadway to the north of the site, and one full access drive is proposed on the southwest portion of the site that is connected to the Ricky Rocket’s property (which provides access to Lake Cook Road and Lexington Drive). The site will allow two-way traffic circulation on the north, south and west sides of the building and one-way traffic on the east side. The one-way traffic along the east side is largely due to landscaping requirements and the need for extra maneuvering space for the service bays on the west side of the building. Trucks will utilize the private road to the north of the property to access the site, and deliveries will take place north of the building. Trucks will use a portion of the self-storage lot (north of the site) to make turning movements when exiting the site. When the Ricky Rocket’s development was presented to the Village in 2021, the traffic study contemplated development of a 2,500-square-foot quick-service restaurant (QSR) with a drive-through facility for the subject property. The traffic report projected a daily trip generation of 182 vehicles for the QSR with a drive-thru. While a traffic study was not required, Belle Tire provided an example traffic study from another site to give staff an idea of what the anticipated trip generation for their use would be. The example study indicated a projected trip generation of 59 vehicles. Village Staff has no concerns with the anticipated traffic generation for the Belle Tire, as the use is projected to produce significantly fewer trips than the previously contemplated use. Proposed Monument Sign Site Plan 2.2.a Packet Pg. 26 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - S t a f f R e p o r t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Page 4 of 7 Parking: The Zoning Ordinance requires a minimum of 1 parking space per 300 square feet for general commercial/retail uses. The 9,800 square foot Belle Tire would require a total of 33 parking spaces. The project exceeds this requirement with 35 proposed parking stalls. Landscaping: The petitioner has submitted a landscape plan that includes shade trees as well as evergreen and deciduous shrubs, ornamental grasses, and perennials. Foundation landscaping is proposed on the east and south sides of the building, near the front entrance. Landscape islands are proposed throughout the site and the base of the monument sign will be landscaped, as required by Code. The Zoning Ordinance also requires a minimum landscape buffer of 12 feet adjacent to the entire length of the right-of-way. The proposed landscape buffer is compliant with this requirement. Lighting: The proposed lighting complies with the Village illumination standards of no more than .5 footcandles at the property lines. Shielded LED wallpack light fixtures are proposed for the exterior of the building. Building Elevations/Site Design: The building will have a brick veneer exterior with cast stone detailing and a small continuous EIFS cornice. The showroom and customer waiting area will have glass windows, while the service bay doors will feature multiple windows to break up the building's appearance. The materials used for the ground sign's base and the refuse enclosure have been coordinated with those on the primary building. Stormwater & Engineering: The site’s stormwater detention was coordinated as part of the Ricky Rockets PUD in 2021/2022 and is located north of Lot 4. Additional stormwater management that will connect to the Ricky Rocket’s site detention basin will be provided with this development. The Village’s Engineering staff have reviewed the preliminary submittal and have indicated that the minimal concerns related to stormwater and utilities can be addressed during the final engineering process. DEPARTMENTAL REVIEWS Village Department Comments Engineering The Village Engineer has reviewed the preliminary engineering plans and does not have any concerns. Forestry The Village Forester has reviewed the landscape plan and does not have any concerns. Fire The Fire Department has reviewed the plans and the truck turn exhibit and does not have any concerns. Building The Building Division has reviewed the plans for compliance with the ADA requirements and does not have any concerns. Color Rendering - Northeast View 2.2.a Packet Pg. 27 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - S t a f f R e p o r t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Page 5 of 7 SURROUNDING PROPERTY OWNERS Pursuant to Village Code, the surrounding property owners within 250 feet were notified by mail, notice was published in the Daily Herald, and a public hearing sign was posted on the subject property. All notifications were completed within the prescribed timeframe as required. As of the date of this Staff Report, the Village has not received any comments or questions related to the project. STANDARDS The Planning & Zoning Commission is authorized to make a recommendation to the Village Board on requested Planned Unit Developments/Amendments based upon the following criteria: 1. That the PUD has the minimum areas as set forth in Section 17.16.060. 2. The uses permitted in such development are not of such a nature or so located as to exercise an undue detrimental influence or effect upon the surrounding neighborhood; 3. The plan effectively treats the developmental possibilities of the subject property, making appropriate provisions for the preservation of streams, wooded areas, scenic views, floodplain areas, and similar physical features; 4. All requirements pertaining to commercial, residential, institutional or other uses established in the planned unit development conform to the requirements for each individual classification as established elsewhere in this Title, except as may be specifically varied for the proper planning of the planned unit development; 5. The Planning and Zoning Commission shall determine that the area and width of the lot shall be sufficient for the proposed use, and that the development of the property in the proposed manner creates no outlots which will be difficult to develop in an appropriate manner. Planned Unit Developments are also Special Uses, and therefore must meet the Special Use criteria as follows: 1. The special use will serve the public convenience at the location of the subject property; or the establishment, maintenance or operation of the special use will not be detrimental to or endanger the public health, safety, morals, comfort, or general welfare; 2. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with said special use, the size of the subject property in relation to such special use, and the location of the site with respect to streets giving access to it shall be such that it will be in harmony with the appropriate, orderly development of the district in which it is located; 3. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity of the subject property for the purposes already permitted in such zoning district, nor substantially diminish and impair other property valuations with the neighborhood; 4. The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder or discourage the development and use of adjacent land and buildings in accord with the zoning district within which they lie; 5. Adequate utilities, access roads, drainage, and/or other necessary facilities have been or will be provided; 6. Parking areas shall be of adequate size for the particular special use, which areas shall be properly located and suitably screened from adjoining residential uses, and the entrance and exit driveways to and from these parking areas shall be designed so as to prevent traffic hazards, eliminate nuisance and minimize traffic congestion in the public streets. The petitioner has provided written responses to both sets of standards, which are included in the attached packet. Sign Variation Requests: A. Except for Prohibited signs (Chapter 14.32), the Village Planning & Zoning Commission may recommend approval or disapproval of a variance from the provisions or requirements of the Sign Code subject to the following: 2.2.a Packet Pg. 28 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - S t a f f R e p o r t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Page 6 of 7 1. The literal interpretation and strict application of the provisions and requirements of this Title would cause undue and unnecessary hardships to the sign user because of unique or unusual conditions pertaining to the specific building, parcel or property in question; and 2. The granting of the requested variance would not be materially detrimental to the property owners in the vicinity; and 3. The unusual conditions applying to the specific property do not apply generally to other properties in the Village; and 4. The granting of the variance will not be contrary to the purpose of this Title pursuant to Section 14.04.020 B. Where there is insufficient evidence, in the opinion of the Planning & Zoning Commission, to support a finding under subsection (A), but some hardship does exist, the Planning & Zoning Commission may consider the requirement fulfilled if: 1. The proposed signage is of particularly good design and in particularly good taste; and 2. The entire site has been or will be particularly well landscaped. The petitioner has provided written responses to the variation standards, which are included in the attached packet. STAFF RECOMMENDATION Staff recommends approval of the amendment to the Planned Unit Development and Preliminary Plan approved by Ordinance No. 2021-067, Sign Variations, and a Minor Automobile Repair with General Retail Sales use, subject to the conditions in the Suggested PZC Motion. ACTION REQUESTED The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony concerning the requests for approval of the amendment to the Planned Unit Development and Preliminary Plan approved by Ordinance No. 2021-067, Sign Variations, and a Minor Automobile Repair with General Retail Sales use at 704 E Lake Cook Road. The PZC shall make a recommendation to the Village Board concerning the requests. Suggested PZC Motion The PZC recommends approval of the amendment to the Planned Unit Development and Preliminary Plan approved by Ordinance No. 2021-067 and Sign Variations to allow the construction of a Belle Tire and operation of a Minor Automobile Repair with General Retail Sales on the property located at 704 E Lake Cook Road, subject to the following conditions: 1. The proposed project shall be developed in substantial conformance with the plans attached as part of the petition. 2. The Final Engineering plans shall be submitted in a manner acceptable to the Village. 3. Any directional or incidental signage added to the sign package shall be reviewed administratively by staff. 4. The Final Landscape plans shall be submitted in a manner acceptable to the Village Forester. 5. The landscaping on the site shall be maintained in compliance with the approved landscape plan in perpetuity. ATTACHMENTS • Narrative Description • Architectural Plan Set (Site Plan, Elevations, Floor Plan, 3D images) • Preliminary Civil Engineering Plans • Landscape Plan • Signage Plan • Photometric Plan • Fire & Delivery Truck Turn Exhibit • Plat of Survey • Response to PUD Standards • Response to Special Use Standards • Response to the Sign Variation Standard 2.2.a Packet Pg. 29 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - S t a f f R e p o r t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Phone: 248.258.6485 (o) 628 E. Parent Avenue cenright@enrightarchitects.com 248.330.9395 (c) Suite 100 Royal Oak, MI 48067 Belle Tire Introduction and Business Operations Belle Tire, celebrating 100 years last year, is a company privately owned by the Barnes family headquartered in Allen Park, Michigan. The company was started by Mr. Sam Waze in 1922 who named the business after his wife, Belle. The Waze family eventually partnered with the Barnes family, who purchased the interests in the early 1960’s and is now in the third generation of ownership. Currently, Belle employs more than 2,000 people and has over 130 locations in Michigan, Ohio, Indiana, and Illinois. Construction is currently underway in 10 locations (Sycamore, Vernon Hills, Bloomington, Oswego, Alsip, Plainfield, Algonquin, Rockford, Crystal Lake, and Decatur) with 24 recently opened (Villa Park, Naperville, Joliet, Shorewood, Aurora, Mokena, St. Charles, West Chicago, Yorkville, Montgomery, Romeoville, Orland Park, Elgin, Bloomingdale, Melrose Park, Huntley, Bradley, Batavia, Carpentersville, Westmont, Palatine, Hoffman Estates, Crestwood, and Carol Stream) in Illinois with 60 planned in 5 years. Photos of nearby stores recently completed may be found on the next two pages. Belle sells and installs passenger vehicle tires, various automotive parts and offers minor automotive repairs such as brakes, alignments, batteries, shocks and struts and oil changes. No major engine, transmission repair or body work is conducted in the facility. All repair and installation work will take place inside the building and though rare, if vehicles are left overnight, they are stored inside. All scrap tires are stored in a specifically designated area inside the facility and are picked up by Belle vehicles on a regular basis. All floor drains in the service area are connected to an oil / water separator to prevent any unapproved chemicals from reaching the sanitary system. No outdoor displays are used. Sales staff and porters handle all customer vehicles for service, and customers are discouraged from entering the service area. A well-appointed customer lounge is provided for those who choose to wait for service and installation to be completed. Since the service doors are clear glass, staff will not use vehicle horns to alert staff to open doors. There are no outdoor annunciators, PA systems or other noxious exterior noise sources. Electric tire equipment will reduce any potential noise concerns. Belle Tire has created a significant in-house Property Management group that is responsible for all maintenance, repair and care of the property and building after construction. Should the Village require to contact Belle for any reason, staff at headquarters is available 24 hours a day, seven days a week. Hours of operation in all stores is Tuesday, Wednesday and Friday – 8:00 a.m. to 6:00 p.m., Monday and Thursday – 8:00 a.m.to 8:00 p.m., Saturday – 8:00 a.m. to 5:00 p.m. and closed on Sunday. This location anticipates a maximum employee shift of 10 to 15 employees on staff in various capacities. Business deliveries occur 2-3 times a week for approximately 30 minutes per visit. The exterior of the facility is comprised of brick veneer, cast stone detailing, small continuous EIFS cornice, clear glazing and aluminum frame at the showroom, striated clear glazing and aluminum frame at the remaining inventory areas, and wall washing feature lighting at the perimeter of the building. All landscape, lighting and site elements meet or exceed Village standards. One HVAC roof top unit is proposed and will be obscured by parapet walls and the proposed entry tower. All other roof elements such as plumbing vents, exhaust fans and the like will be obscured by the parapet walls at the rear portion of the building. The interior of the facility is completely suppressed with an NFPA approved sprinkler system. 2.2.b Packet Pg. 30 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Belle Tire – Buffalo Grove Belle Tire Introduction and Business Operations September 1, 2023 2 Palatine – Open June 2023 Vernon Hills – Opening September 2023 2.2.b Packet Pg. 31 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Belle Tire – Buffalo Grove Belle Tire Introduction and Business Operations September 1, 2023 3 Hoffman Estates – Open August 2023 Melrose Park – Open February 2023 Carpentersville – Open March 2023 2.2.b Packet Pg. 32 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) A PROFESSIONAL CORPORATION BUILDING AREA CONTACT INDEX BELLE TIRE - VILLAGE OF BUFFALO GROVE, IN. 23 - 2 4 0 B e l l e T i r e Bu f f a l o G r o v e , I L . De v e l o p m e n t P l a n Re v i s i o n p e r V i l l a g e : Oc t o b e r 1 7 , 2 0 2 3 704 E. Lake Cook Road Buffalo Grove IL. 60089 OWNER Barnes Development Company LLC 1000 Enterprise Drive Allen Park, MI 48101 313.271.9400 ALIGNMENT EQUIPMENT Hunter Engineering Company 11250 Hunter Drive Bridgeton, MO 63044 CONTACT: Jeff Russell 248.302.8890 (p) 734.513.6700 (f) jrussell@hunter.com GEOLOGICAL ENGINEER PARTNER Engineering and Science Inc. 2800 Dallas Pkwy Suite 200 Plano, TX 75093 Contact: Chris Landau, P.E. 214.702.4969 (p) clandau@partneresi.com TIRE MACHINES / EQUIPMENT Hennessy Industries / Coats 1601 J.P. Hennessy Drive La Vergne, TN 37086 Contact: Bob Beitz 800.688.6359(p) bob.beitz@ammcoats.com FLAG POLE Rocket Enterprises 30660 Ryan Road Warren, MI 48092 CONTACT: 586.751.7600 (p) 586.751.7636 (f) info@rocketenterprise.com RACKS / STORAGE SYSTEMS Rayhaven Group 35901 Schoolcraft Rd. Livonia, MI 48150 Contact: Peter Huebner 734.744.9260 (p) 734.744.9270 (f) phuebner@rayhaven.com DRAWING INDEX A201 CIVIL COVER SHEET ARCHITECT Christopher Enright Architects 628 E.Parent Ave, Suite 106 RoyalOak,MI48067 Contact: Chris Enright 248.258.6485 (p) 248.330.9395 (c) cenright@enrightarchitects.com DRAWING ISSUE 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com 1. OWNER AGREES TO SEASONAL MAINTENANCE PROGRAM AND WILL REPLACE ALL DISEASED, DEAD OR DAMAGED PLANTS, REPLENISH MULCH, CONTROL WEEDS, FERTILIZE AND PRUNE BEGINNING UPON COMPLETION OF CONSTRUCTION OF LANDSCAPING 2. ANY HAZARDOUS MATERIALS USED, STORED OR PROCESSED ON SITE WILL BE SUBJECT TO ALLAPPLICABLE REGULATIONS. 3. ALL SITE LIGHTING SHALL BE SHIELDED OR DIRECTED TO REMAIN WITHIN THE SITE BOUNDARIES. THIS SHALL INCLUDE SHIELDING FROM VIEW FROM OFFSITE THE HOTSPOT OF LIGHTS 4. OWNER AGREES TO PICK-UP DEBRIS ON PROPERTY AND BLOWING FROM PROPERTY WEEKLY AS NEEDED. 5. ALL SIGNAGE TO CONFORM TO THE CITY OF Buffalo Grove ZONING ORDINANCE 6. OWNER AGREES THAT PAVED SURFACES, WALKWAYS, SIGNS, LIGHTING AND OTHER STRUCTURES AND SURFACES SHALL BE MAINTAINED IN A SAFE, ATTRACTIVE CONDITION AS ORIGINALLY DESIGNED AND CONSTRUCTED. PARKING LOT STRIPING AND MARKING SHALL BE MAINTAINED IN A CLEARLY VISIBLE CONDITION. 7. HAZARDOUS MATERIALS: ALL WASTE LIQUIDS GENERATED FROM THE REPAIR OF VEHICLES IN THE FACILITY ARE TO BE CAPTURED AND DISPOSED OFF SITE BY LICENSED WASTE HAULERS. USED TIRES ARE STORED INSIDE THE FACILITY IN SPECIFICALLY DESIGNATED AREAS AND ARE DISPOSED / RECYCLED OFF-SITE BY LICENSED WASTE HAULERS. ALL LICENSES ARE AVAILABLE FOR REVIEW UPON REQUEST. 8. NO VEHICLES TO BE LEFT OUTSIDE THE BUILDING OVERNIGHT, AND NO OUTDOOR STORAGE OF NEW OR USED AUTO PARTS. 9. GENERAL CONTRACTOR TO PROVIDE ASSISTANCE TO ALL VENDORS OF OWNER SUPPLIED AND INSTALLED ELEMENTS IN UNLOADING AND PLACING SAID MATERIAL ON PROJECT SITE. 10. DESCRIPTION OF OPERATIONS: BELLE TIRE FACILITY SELLS AND INSTALLS TIRES AND AUTOMOTIVE PARTS FOR PASSENGER AND SMALL COMMERCIAL VEHICLES. BELLE ALSO OFFERS AUTOMOTIVE SERVICE INDEPENDENT FROM THE PRODUCTS THAT ARE SOLD ON SITE AS WELLAS REPAIR OF WINDSHIELDS. SALES ARE CONDUCTED IN THE SHOWROOM / WAITING AREAAND INSTALLED IN THE 10 CONNECTED SERVICE BAYS. MAXIMUM AMOUNT OF EMPLOYEES ON ANY SHIFT IS 10. NOTES PLASTIC LAM. / CABINETRY Cabinet One 4571 White Lake Court Clarkston, MI 48346 248.625.9440 p 248.625.0544 f cabinetone@sprintpcs.com HOISTS / LIFTS Challenger Lifts Contact: Trevor Coleman Sr. Key Account Manager Great Lakes Regional Manager (419) 349-6834 Trevor@challengerlifts.com BUILDING ELEVATIONS TABLE 1004.1.1 1016.1 2014 IBC 1015.2.1 2014 IBC TABLE 1005.1 TABLE 1005.1 EXIT ACCESS TRAVEL DISTANCE USE "M" WITHOUT SPRINKLER SYSTEM = 250 FEET USE "S-1" WITHOUT SPRINKLER SYSTEM = 250 FEET TWO EXITS OR EXIT ACCESS DOORWAYS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING. EXIT STAIR WIDTH - 36" BETWEEN HANDRAILS 32 INCHES MINIMUM CLEAR WIDTH PROVIDED ENGINEERING SERVICES 51 Raupp Blvd. Buffalo Grove, IL 60089 Darren Monico, Village Engineer dmonico@vbg.org 847.459.2523 Village of Buffalo Grove, IL PLANNING & ZONING 50 Raupp Blvd. Buffalo Grove, IL 60089 Nicole Woods, Dir of Community Development nwoods@vbg.org 847.459.5539 Andrew Binder, AICP, Associate Planner Abinder@vbg.org 847.459.5592 PUBLIC WORKS SERVICES Michael Skibbe Director of Public Works mskibbe@vbg.org 847.459.2545 CIVIL ENGINEERING/SANITARY STORM Ted Sianis tsianis@vbg.org 847.459.2545 847.790.6067 BUILDING SERVICES Adam Garcia, Manager permits@vbg.org 847.459.2530 ELECTRIC: ComEd 630.576.7094 A202 BUILDING ELEVATIONS A203 BUILDING ELEVATIONS R 101 RENDERINGS CIVIL ENGINEER Christopher Enright Architects 628 E.Parent Ave, Suite 106 Royal Oak, MI 48067 Contact: Shannon Green, PE 248.258.6485 (p) 847.682.0576 (c) sgreen@enrightarchitects.com GAS SERVICE PROVIDER NICOR Gas Jamie Kuney x2jkkune@southernco.com 815.491.9166 West Shore Pipeline Dave Jones DAJones@buckeye.com 610.904.4409 TELECOM PROVIDER: Comcast Martha Gieras 224.229.5862 martha_gieras@cable.comcast.com AT&T Bobby Akhter g11629@att.com 630.390.0089 630.719.1483 Verizon invesigations@verizon.com C-000 - COVER SHEET ALTA (1of2)ALTA/NSPS LAND TITLE & TOPOGRAPHIC SURVEY ALTA (2of2)ALTA/NSPS LAND TITLE & TOPOGRAPHIC SURVEY C-001 - GENERAL NOTES C-002 - BUFFALO GROVE GENERAL NOTES C-100 - DEMOLITION PLAN C-200 - SITE PLAN C-300 - GRADING PLAN C-301 - EROSION & SEDIMENT CONTROL PLAN C-302 - EROSION & SEDIMENT CONTROL DETAILS C-303 - EROSION & SEDIMENT CONTROL DETAILS C-400 - UTILITY PLAN C-600 - DETAILS C-601 - DETAILS C-602 - DETAILS L.1 – TREE PROTECTION AND REMOVAL PLAN L.2 – LANDSCAPE PLAN PROJECT SITE L.3 – LANDSCAPE DETAILS & NOTES SL 1.1 – SITE LIGHTING SL 1.2 – SITE LIGHTING OCCUPANT LOAD SHOWROOM AREA CUSTOMER WAITING - ROOM 112 396 S.F. - USE "BUSINESS AREAS" - 100 S.F. PER OCCUPANT 396 S.F. / 100 = 4 OCCUPANTS SALES AREA - ROOM 110 900 S.F. - USE "MERCANTILE - BASEMENT AND MAIN FLOOR AREAS" - 30 S.F. PER OCCUPANT 900 S.F. / 30 S.F. PER OCCUPANT = 30 OCCUPANTS OFFICE - ROOM 109 79 S.F. - USE "BUSINESS AREAS" - 100 S.F. PER OCCUPANT 79S.F/100=.79OCCUPANTS CUSTOMER TOILET - ROOM 108 60 S.F - USE "BUSINESS AREAS" - 100 S.F. PER OCCUPANT 60S.F/100=.60OCCUPANTS TOTAL SHOWROOM OCCUPANTS - 35.39 = 36 OCCUPANTS ONE EXIT REQUIRED SHOP AREA MECHANICAL - ROOM 104 156 S.F. - USE "MECHANICAL ROOMS" 300 S.F PER OCCUPANT 156 S.F. / 300 = .52 OCCUPANTS PARTS - ROOM 105 196 S.F. - USE "WAREHOUSES" - 500 S.F. PER OCCUPANT 196 S.F. / 500 = .39 OCCUPANTS STORAGE - ROOM 113 130 S.F - USE 'WAREHOUSES" - 500 S.F. PER OCCUPANT 130 / 500 = .26 OCCUPANTS LUNCH ROOM - ROOM 115 100 S.F. - USE "BUSINESS AREAS" - 100 S.F PER OCC. 100 / 100 = 1 OCCUPANT LOCKER ROOM - ROOM 107 100 S.F. - "USE LOCKER ROOMS" - 50 S.F. PER OCCUPANT 100 / 50 = 2 OCCUPANTS INVENTORY - ROOM 102 1730 S.F. - USE "WAREHOUSES" -500 S.F. PER OCCUPANT 1730 /500 - = 3.46 OCCUPANTS SERVICE BAYS - ROOM 102 4600 S.F. - USE "PARKING GARAGES" - 200 S.F. PER OCC. 4600 / 200 = 23 OCCUPANTS SCRAP TIRES - ROOM 101 420 S.F - USE "WAREHOUSES" - 500 S.F. PER OCCUPANT 420 / 500 = .84 OCCUPANTS UPPER LEVEL INVENTORY 3000 S.F. - USE 'WAREHOUSES" - 500 S.F. PER OCCUPANT 3000/ 500 = 6 OCCUPANTS TOTAL SERVICE AREA OCCUPANTS - 38 ONE EXIT REQUIRED TOTAL OCCUPANTS IN FACILITY - 76 OCCUPANTS A101 FLOOR PLAN A204 DUMPSTER Village SubmittalSeptember 1, 2023 Se p t e m b e r 1 , 2 0 2 3 Vi l l a g e S u b m i t t a l ARCHITECTURAL A001 SIGN PLAN BUFFALO GROVE FIRE DEPARTMENT 1051 Highland Grove Drive Buffalo Grove, Illinois 60089 Mike Baker, Fire Chief wbaker@vbg.org 847.537.0995 Se p t e m b e r 2 9 , 2 0 2 3 Vi l l a g e R e - S u b m i t t a l Village Re-SubmittalSeptember 29, 2023 Revision per VillageOctober 17, 2023 Oc t o b e r 1 7 , 2 0 2 3 Re v i s i o n p e r V i l l a g e 2.2.b Packet Pg. 33 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Building Elevations A201 Belle Tire 704 E. Lake Cook Road Buffalo Grove IL 60089 Buffalo Grove, IL 23-240 628 Parent Avenue Suite 100 Royal Oak, MI 48067 TEL: 248.330.9395 cenright@enrightarchitects.com A PROFESSIONAL CORPORATION Sheet Number Project Number Issued for Sheet Project Consultant Seal Sheet Number Project Number Issued for Sheet Project Consultant Seal F Copyright 2022, Enright ArchitectsC 1 2 E D 345 C B A 76 89 Issued for Village Submittal: September 1, 2023 Village Re-Submittal: September 29, 2023 163'-0" 2346789101165432132 2'-6" 59'-6" C BA 3'-4"159'-8" 9 TIREMAN 12 11357 C1 A203 F1 A203 SCALE: East Elevation 1/8" = 1'-0" F1 A201 SCALE: North Elevation 1/8" = 1'-0" D5 A201SCALE: South Elevation 1/8" = 1'-0" D1 A201 F1 A202 28 ' - 0 " SCALE: West Elevation 1/8" = 1'-0" B1 A201 C1 A202 DIMENSION SHEET S102C DIMENSION SHEET S102B DIMENSION SHEET S102A (FOUNDATION) DIMENSION SHEET S102C DIMENSION SHEET S102B DIMENSION SHEET S102A (FOUNDATION) DIMENSION SHEET S102C DIMENSION SHEET S102B DIMENSION SHEET S102A (FOUNDATION) DIMENSION SHEET S102C DIMENSION SHEET S102B DIMENSION SHEET S102A (FOUNDATION) 22 ' - 8 " 704 E. LAKE COOK ROAD FREE AIR CB EXTERIOR MATERIALS / COLORS MARK MC-1 DURO-LAST / FIRESTONE 2 PIECE SNAP-ON METAL FASCIA - COLOR TO MATCH EIFS - KYNAR FINISH PS-1 PRE-CAST STONE COLOR - BUFF. CONTRACTOR TO SUBMIT SAMPLE FOR ARCHITECT APPROVAL P-1 #2333 CAPE COD GREY - INDUSTRIAL ENAMEL - PRATT & LAMBERT GRENADIER RED - INDUSTRIAL ENAMEL - PRATT & LAMBERTP-2 COLOR TO MATCH BRICK VENEER - TO BE DETERMINEDP-3 DRYFALL BRILLIANT WHITE - @ INTERIOR ROOF DECK ONLYP-4 GENERAL WHITE - INDUSTRIAL ENAMEL - PRATT & LAMBERTP-5 SHERWIN WILLIAMS #7038 TONY TAUPE SATINP-6 BLACK SEMI-GLOSS SHERWIN WILLIAMS - INDUSTRIAL ENAMELP-7 BENJAMIN MOORE - "MARYVILLE BROWN" HC-75P-8 GLAZING: STOREFRONT - 1" INSUL. - PPG SOLARBRAND 60 SOLAR CONTROL LOW "E" CLEAR, LOW REFLECTIVE INSULATING GLASS - IN BRONZE ANODIZED FRAMING SYSTEM (TO MATCH EXISTING OR ARCHITECT APPROVED EQUAL) PROVIDE TEMPERED GLASS AS INDICATED ON A701 GL-1 GLAZING: 3/8" CLEAR TWIN WALL HONEYCOMB POLYCARBONATE PANELS - IN CLEAR ANODIZED FRAMING SYSTEM SERIES 200 BY TUBELIGHT CORP. GL-2 DESCRIPTION MARYSVILLE BY GLEN-GERY BRICK CO.B-1 SHERWIN WILLIAMS - SW7047 "PORPOISE"P-9 704 E. LAKE COOK ROAD 2.2.b Packet Pg. 34 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Building Elevations A202 Belle Tire 704 E. Lake Cook Road Buffalo Grove IL 60089 Buffalo Grove, IL 23-240 628 Parent Avenue Suite 100 Royal Oak, MI 48067 TEL: 248.330.9395 cenright@enrightarchitects.com A PROFESSIONAL CORPORATION Sheet Number Project Number Issued for Sheet Project Consultant Seal Sheet Number Project Number Issued for Sheet Project Consultant Seal F Copyright 2022, Enright ArchitectsC 1 2 E D 345 C B A 76 89 Issued for Village Submittal: September 1, 2023 Village Re-Submittal: September 29, 2023 SCALE: South Elevation 1/4" = 1'-0" F1 A202 HE HE (B-1) BRICK SOLDIER COURSE 28 ' - 0 " ( T . O . M A S O N R Y ) 2' - 0 " 24 ' - 4 " 18 ' - 6 " 2' - 0 " 2' - 0 " 2' - 0 " 1 6 ' - 1 0 " 6" 22 ' - 8 " 12 ' - 0 " 1' - 4 " 2' - 0 " 22 ' - 8 " ( T . O . M A S O N R Y ) 8' - 6 " 13 ' - 6 " ( M O U N T I N G H E I G H T ) 2' - 0 " 1 6 ' - 1 0 " 6" 10 ' - 0 " MW C J MW C J 12345611 6' - 8 " 8" 6' - 0 " 13 ' - 6 " MW C J HE MW C J 13 ' - 6 " 12 ' - 0 " 8' - 8 " 2' - 0 " SIM 1' - 4 " 2' - 0 " 24 ' - 4 " 2' - 0 " 28 ' - 0 " ( T . O . M A S O N R Y ) 2' - 0 " 1 6 ' - 6 " 8 ' - 6 " 2' - 0 " 1 0 ' - 0 " 8 ' - 8 " 2' - 0 " 16 ' - 1 0 " 6" 1' - 4 " 22 ' - 8 " ( T O P O F M A S O N R Y ) MW C J SCALE: West Elevation 1/4" = 1'-0" C1 A202 BC 1' - 4 " 2' - 0 " 8'-0" 2' - 0 " 2' - 0 " 7 CR S 2' - 0 " C1 A401 F8 A601 F1 A401 C1 A402 F8 A601 F8 A601 B3 A601 F8 A601 T.O. MASONRY 28'-0" C3 A601 A B DDD C3 A601 T.O. MASONRY 28'-0" JOIST BEARING 18'-0" T.O. MASONRY 22'-8" JOIST BEARING 26'-0" MW C J MW C J 103A 103H 103J 103K103G C 110A 110C A HE 7 CR S 2' - 0 " 7 CR S 7 CR S C3 A601 C3 A601 T.O. MASONRY 22'-8" 4'-7"8'-0"4'-7" 3'-0"11'-2"3'-0" 4'-7"4'-7" 3'-0"11'-2"3'-0" NOTE: SIGN SHOWN FOR GENERAL PLACEMENT AND GRAPHIC INTENT ONLY. SEE SUBMISSION DETAILS BY SIGN CONTRACTOR 8'-0" X 2'-0" PRECAST CONCRETE ADDRESS PANEL (PC-1) WITH RECESSED LETTERING PAINTED BLACK. CONTRACTOR TO SUBMIT SHOP DRAWING AND RECEIVE WRITTEN APPROVAL BY ARCHITECT BEFORE FABRICATION (PS-1) 6" PRECAST CAP (TYP @ ALL PIERS) (B-1) BRICK VENEER MASONRY CONTROL JOINT - TYPICALAS SHOWN (MC-1) CONT. METAL COPING (EIFS-1) PRE-FORMED EIFS CORNICE & FREIZE (B-1) 2 ROWS BRICK SOLDIER COURSE (P-9) PAINTED TUBE STEEL COLUMN (P-9) PAINTED TUBE STEEL COLUMN SECTIONAL METAL O.H. DOOR (P-9) PAINTED TUBE STEEL COLUMN (B-1) CONTINUOUS BRICK ROWLOCK SURFACE MOUNTED LIGHT FIXTURE - SEE FIXTURE SCHEDULE SHEET E101 F.D.C. CENTERED ON CMU PIER @ 2'-8" A.F.F. - VERIFY WITH FIRE DEPARTMENT 6" DIA. STEEL BOLLARDS FILLED W/ CONC. (P-2) (TYPICAL ALL) A.A.A.PROVIDE KNOX BOX @ 60" A.F.F. - VERIFY WITH FIRE DEPARTMENT FIXED INSULATED GLASS IN ANODIZED ALUMINUM FRAME FIXED INSULATED GLASS IN ANODIZED ALUMINUM FRAME (MC-1) CONT. METAL COPING (EIFS-1) PRE-FORMED EIFS CORNICE & FREIZE (B-1) 2ROWSSOLDIER COURSE (PS-1) PRE-CAST LINTEL (GL-1) FIXED INSULATED GLASS IN ANODIZED ALUMINUM FRAME (B-1) BRICK VENEER (B-1) CONTINUOUS BRICK ROWLOCK (B-1) BRICK VENEER ON CONCRETE BLOCK BASE (B-1) SOLDIER COURSE (PS-1) 6" PRECAST CAP (MC-1) CONT. METAL COPING NOTE: SIGN SHOWN FOR GENERAL PLACEMENT AND GRAPHIC INTENT ONLY. DETAILS BY SIGN CONTRACTOR FOR SPECIFIC AREAS, DETAILS AND COLORS. (EIFS-1) PRE-FORMED CORNICE & FREIZE (B-1) 2 COURSES OF BRICK SOLDIER COURSE 8'-0" X 2'-0" PRECAST CONCRETE ADDRESS PANEL (PC-1) WITH RECESSED LETTERING PAINTED BLACK. VERIFY ADDRESS NUMBER WITH ARCHITECT BEFORE FABRICATION (MC-1) CONT. METAL COPING (EIFS-1) PRE-FORMED CORNICE & FREIZE (B-1) 2 COURSES OF BRICK SOLDIER COURSE (PS-1) PRECAST CONCRETE LINTEL (GL-1) FIXED INSULATED GLASS IN CLEAR ANODIZED ALUMINUM FRAME (B-1) BRICK VENEER OVER CONCRETE BLOCK (B-1) CONTINUOUS BRICK ROWLOCK SILL POURED CONCRETE FOUNDATION MIN. 42" BELOW GRADE. SEE STRUCTURAL PLANS FOR MORE INFORMATION POURED CONCRETE FOUNDATION - SEE SHEET S-100 704 E. LA K E C O O K R O A D ROOFTOP MECHANICAL UNIT SCREENED BEHIND PARAPET EXTERIOR MATERIALS / COLORS MARK MC-1 DURO-LAST / FIRESTONE 2 PIECE SNAP-ON METAL FASCIA - COLOR TO MATCH EIFS - KYNAR FINISH PS-1 PRE-CAST STONE COLOR - BUFF. CONTRACTOR TO SUBMIT SAMPLE FOR ARCHITECT APPROVAL P-1 #2333 CAPE COD GREY - INDUSTRIAL ENAMEL - PRATT & LAMBERT GRENADIER RED - INDUSTRIAL ENAMEL - PRATT & LAMBERTP-2 COLOR TO MATCH BRICK VENEER - TO BE DETERMINEDP-3 DRYFALL BRILLIANT WHITE - @ INTERIOR ROOF DECK ONLYP-4 GENERAL WHITE - INDUSTRIAL ENAMEL - PRATT & LAMBERTP-5 SHERWIN WILLIAMS #7038 TONY TAUPE SATINP-6 BLACK SEMI-GLOSS SHERWIN WILLIAMS - INDUSTRIAL ENAMELP-7 BENJAMIN MOORE - "MARYVILLE BROWN" HC-75P-8 GLAZING: STOREFRONT - 1" INSUL. - PPG SOLARBRAND 60 SOLAR CONTROL LOW "E" CLEAR, LOW REFLECTIVE INSULATING GLASS - IN BRONZE ANODIZED FRAMING SYSTEM (TO MATCH EXISTING OR ARCHITECT APPROVED EQUAL) PROVIDE TEMPERED GLASS AS INDICATED ON A701 GL-1 GLAZING: 3/8" CLEAR TWIN WALL HONEYCOMB POLYCARBONATE PANELS - IN CLEAR ANODIZED FRAMING SYSTEM SERIES 200 BY TUBELIGHT CORP. GL-2 DESCRIPTION MARYSVILLE BY GLEN-GERY BRICK CO.B-1 SHERWIN WILLIAMS - SW7047 "PORPOISE"P-9 704 E. LAKE COOK ROAD 2.2.b Packet Pg. 35 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Building Elevations A203 Belle Tire 704 E. Lake Cook Road Buffalo Grove IL 60089 Buffalo Grove, IL 23-240 628 Parent Avenue Suite 100 Royal Oak, MI 48067 TEL: 248.330.9395 cenright@enrightarchitects.com A PROFESSIONAL CORPORATION Sheet Number Project Number Issued for Sheet Project Consultant Seal Sheet Number Project Number Issued for Sheet Project Consultant Seal F Copyright 2022, Enright ArchitectsC 1 2 E D 345 C B A 76 89 Issued for Village Submittal: September 1, 2023 Village Re-Submittal: September 29, 2023 1' - 8 " 4" 16 ' - 1 0 " 6" 2' - 2 " 1 ' - 2 " 1' - 8 " 4" 10 ' - 0 " 8" 6' - 8 " 1' - 4 " 2' - 0 " 22 ' - 8 " 1' - 8 " 4" 16 ' - 1 0 " 6" 1' - 4 " 2' - 0 " 22 ' - 8 " ( T . O . M A S O N R Y ) MW C J 3' - 0 " 12 ' - 8 " 1' - 8 " 4" 16 ' - 1 0 " 6" 1' - 4 " 2' - 0 " 22 ' - 8 " ( T . O . M A S O N R Y ) 7' - 4 " 12 ' - 0 " 1' - 8 " 4" 17 ' - 4 " 1' - 4 " 2' - 0 " E.Q. MW C J MW C J MW C J MW C J MW C J SCALE: East Elevation 1/4" = 1'-0" C1 A203 1 2 3 5 11 E.Q. 12 ' - 4 " F1 A401 F5 A503 C1 A401 C1 A402 HE F8 A601 F8 A601 E C3 A601 JOIST BEARING 20'-8" T.O. MASONRY 22'-8" C3 A601 T.O. MASONRY 22'-8" JOIST BEARING 18'-0" 'HE''HE' RE 102B 101 'HE' 12 ' - 4 " JJ 'HE' 12 ' - 4 " 12 ' - 4 " 12 ' - 4 " 'HE' F7 A503 8' - 8 " 1 0 ' - 8 " 10 ' - 8 " 8' - 8 " 10 ' - 8 " 7' - 4 " MW C J MW C J C3 A601 C3 A601 SCALE: North Elevation 1/4" = 1'-0" F1 A203 6"Ø CONC. FILLED STEEL BOLLARD SET 36" FROM BLDG. 17 ' - 0 " 17 ' - 0 " F5 A503 102A GAS METER - COORDINATE WITH GAS SUPPLIER 6"Ø CONC. FILLED STEEL BOLLARD SET 36" FROM BLDG. 1' - 4 " 102C 6" PRECAST CAP (B-1) BRICK SOLDIER COURSE (GL-1) FIXED INSULATED GLASS IN ANODIZED ALUMINUM FRAME (B-1) BRICK VENEER ON CONCRETE BLOCK STRUCTURE (B-1) CONTINUOUS BRICK ROWLOCK SILL (B-1) BRICK SILL @ FIXED GLAZING POURED CONCRETE FOUNDATION - SEE SHEET S101 NOTE: SIGN SHOWN FOR GENERAL PLACEMENT AND GRAPHIC INTENT ONLY. SEE SUBMISSION DETAILS BY SIGN CONTRACTOR CONT. METAL COPING (MC-1) PRE-FORMED CORNICE & FREIZE (EIFS-1) 2 ROWS BRICK SOLDIER COURSE CLEAR POLYCARBONATE CELLULAR GLAZING (BY EXTECH EXTERIOR TECHNOLOGIES 800.500.8083 OR SIMILAR ) IN CLEAR ANONDIZED ALUMINUM FRAME TO MATCH STOREFRONT SYSTEM BRICK ROWLOCK SILL (B-1) BRICK VENEER ON CONCRETE BLOCK (B-1) (MC-1) CONT. METAL COPING (EIFS-1) PRE-FORMED CORNICE & FREIZE (B-1) TWO ROWS OF BRICK SOLDIER COURSES EMERGENCY EXIT FIXTURE (P-8) STEEL DOOR & FRAME - PAINT A.A. (B-1) BRICK VENEER ON CONCRETE BLOCK STRUCTURE A.A (B-1) BRICK ROWLOCK SILL CONCRETE FILLED STEEL BOLLARD IN CONCRETE FOUNDATION BRICK PILASTER (B-1) ONE ROW BRICK SOLDIER (LD-1) 42" X 36" MECHANICAL LOUVERED VENT PAINT (P-3) (EIFS-1) EXTERIOR INSULATED FINISH SYSTEM C.T. CABINET FDC - COORDINATE FIRE DPT. CONNECTION FREE AIR STATION REF. E7/A203 Free Air Station ExampleE7 A203 FREE AIR B C EXTERIOR MATERIALS / COLORS MARK MC-1 DURO-LAST / FIRESTONE 2 PIECE SNAP-ON METAL FASCIA - COLOR TO MATCH EIFS - KYNAR FINISH PS-1 PRE-CAST STONE COLOR - BUFF. CONTRACTOR TO SUBMIT SAMPLE FOR ARCHITECT APPROVAL P-1 #2333 CAPE COD GREY - INDUSTRIAL ENAMEL - PRATT & LAMBERT GRENADIER RED - INDUSTRIAL ENAMEL - PRATT & LAMBERTP-2 COLOR TO MATCH BRICK VENEER - TO BE DETERMINEDP-3 DRYFALL BRILLIANT WHITE - @ INTERIOR ROOF DECK ONLYP-4 GENERAL WHITE - INDUSTRIAL ENAMEL - PRATT & LAMBERTP-5 SHERWIN WILLIAMS #7038 TONY TAUPE SATINP-6 BLACK SEMI-GLOSS SHERWIN WILLIAMS - INDUSTRIAL ENAMELP-7 BENJAMIN MOORE - "MARYVILLE BROWN" HC-75P-8 GLAZING: STOREFRONT - 1" INSUL. - PPG SOLARBRAND 60 SOLAR CONTROL LOW "E" CLEAR, LOW REFLECTIVE INSULATING GLASS - IN BRONZE ANODIZED FRAMING SYSTEM (TO MATCH EXISTING OR ARCHITECT APPROVED EQUAL) PROVIDE TEMPERED GLASS AS INDICATED ON A701 GL-1 GLAZING: 3/8" CLEAR TWIN WALL HONEYCOMB POLYCARBONATE PANELS - IN CLEAR ANODIZED FRAMING SYSTEM SERIES 200 BY TUBELIGHT CORP. GL-2 DESCRIPTION MARYSVILLE BY GLEN-GERY BRICK CO.B-1 SHERWIN WILLIAMS - SW7047 "PORPOISE"P-9 2.2.b Packet Pg. 36 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Dumpster A204 Belle Tire 704 E. Lake Cook Road Buffalo Grove IL 60089 Buffalo Grove, IL 23-240 628 Parent Avenue Suite 100 Royal Oak, MI 48067 TEL: 248.330.9395 cenright@enrightarchitects.com A PROFESSIONAL CORPORATION Sheet Number Project Number Issued for Sheet Project Consultant Seal Sheet Number Project Number Issued for Sheet Project Consultant Seal F Copyright 2022, Enright ArchitectsC 1 2 E D 345 C B A 76 89 Issued for Village Submittal: September 1, 2023 Village Re-Submittal: September 29, 2023 6' - 0 " 33 / 4 " 11'-0" 33/4" BRICK VENEER TO MATCH STYLE & COLOR OF BUILDING FOUNDATION PS-1 SLOPED PRE-CAST CONC. 6" (INTERIOR DIAMETER) GALVANIZED SCHEDULE 40 STEEL POST 3.5" FROM WALL FACE SECURED INTO CONC. FOOTING BOTTOM BEARING ASSEMBLY WITH HARDWARE TOP BEARING ASSEMBLY WITH HARDWARE 6' - 0 " 33 / 4 " 10'-0" 33/4" PS-1 SLOPED PRE-CAST CONC. CANE BOLT ASSEMBLY EXPOSED CMU INTERIOR FACE CONC. FOUNDATION 12'-0" 6' - 0 " 33 / 4 " BRICK VENEER TO MATCH STYLE & COLOR OF BUILDING BOTTOM BEARING ASSEMBLY WITH HARDWARE CANE BOLT ASSEMBLY 1x6 PAINTED WOOD TRIM 6" (INTERIOR DIAMETER) GALVANIZED SCHEDULE 40 STEEL POST 3.5" FROM WALL FACE SECURED INTO CONC. FOOTING TOP BEARING ASSEMBLY WITH HARDWARE PS-1 SLOPED PRE-CAST CONC. Dumpster SCALE: Side Elevation 1/2" = 1'-0" C1 A204 SCALE: Section 1/2" = 1'-0" E1 A204 SCALE: Front Elevation 1/2" = 1'-0" C5 A204 SCALE: Overhead Perspetive 1/2" = 1'-0" E5 A204 EXTERIOR MATERIALS / COLORS MARK MC-1 DURO-LAST / FIRESTONE 2 PIECE SNAP-ON METAL FASCIA - COLOR TO MATCH EIFS - KYNAR FINISH PS-1 PRE-CAST STONE COLOR - BUFF. CONTRACTOR TO SUBMIT SAMPLE FOR ARCHITECT APPROVAL P-1 #2333 CAPE COD GREY - INDUSTRIAL ENAMEL - PRATT & LAMBERT GRENADIER RED - INDUSTRIAL ENAMEL - PRATT & LAMBERTP-2 COLOR TO MATCH BRICK VENEER - TO BE DETERMINEDP-3 DRYFALL BRILLIANT WHITE - @ INTERIOR ROOF DECK ONLYP-4 GENERAL WHITE - INDUSTRIAL ENAMEL - PRATT & LAMBERTP-5 SHERWIN WILLIAMS #7038 TONY TAUPE SATINP-6 BLACK SEMI-GLOSS SHERWIN WILLIAMS - INDUSTRIAL ENAMELP-7 BENJAMIN MOORE - "MARYVILLE BROWN" HC-75P-8 GLAZING: STOREFRONT - 1" INSUL. - PPG SOLARBRAND 60 SOLAR CONTROL LOW "E" CLEAR, LOW REFLECTIVE INSULATING GLASS - IN BRONZE ANODIZED FRAMING SYSTEM (TO MATCH EXISTING OR ARCHITECT APPROVED EQUAL) PROVIDE TEMPERED GLASS AS INDICATED ON A701 GL-1 GLAZING: 3/8" CLEAR TWIN WALL HONEYCOMB POLYCARBONATE PANELS - IN CLEAR ANODIZED FRAMING SYSTEM SERIES 200 BY TUBELIGHT CORP. GL-2 DESCRIPTION MARYSVILLE BY GLEN-GERY BRICK CO.B-1 SHERWIN WILLIAMS - SW7047 "PORPOISE"P-9 2.2.b Packet Pg. 37 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Floor Plan A101 Belle Tire 704 E. Lake Cook Road Buffalo Grove IL 60089 Buffalo Grove, IL 23-240 628 Parent Avenue Suite 100 Royal Oak, MI 48067 TEL: 248.330.9395 cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Sheet Number Project Number Issued for Sheet Project Consultant Seal Sheet Number Project Number Issued for Sheet Project Consultant Seal F Copyright 2022, Enright ArchitectsC 1 2 E D 345 C B A 76 89 Issued for Village Submittal: September 1, 2023 Village Re-Submittal: September 29, 2023 N 2.2.b Packet Pg. 38 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Sign Plan A001 Belle Tire 704 E. Lake Cook Road Buffalo Grove IL 60089 Buffalo Grove, IL 23-240 628 Parent Avenue Suite 100 Royal Oak, MI 48067 TEL: 248.330.9395 cenright@enrightarchitects.com A PROFESSIONAL CORPORATION Sheet Number Project Number Issued for Sheet Project Consultant Seal Sheet Number Project Number Issued for Sheet Project Consultant Seal F Copyright 2022, Enright ArchitectsC 1 2 E D 345 C B A 76 89 Issued for Village Submittal: September 1, 2023 Village Re-Submittal: September 29, 2023 N6 Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date:08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description#1 2 34 56 -- -- ---- ---- Initial- - -- -- 704 E. Lake Look RoadBuffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #:E10975 - 7 of 8 Flush mounted S/F Interior Lighted Lobby Logo 5’ - 0 ” 46 7/8” Front Elevation Scale: 1 1/2"=1'-0" 19.53 Sq Ft Electric SignComplies withUL48 N4 Color Specifications White Black PMS 294 C blue All paint finishes to be Satin unless otherwise specified PMS 1805 C DESIGN INTENT ONLYEngineering Required to Determine Actual Production & Installation Requirements DESIGN INTENT ONLYEngineering Required to Determine Actual Production & Installation Requirements General Specifications Face: .177" Polycarbonate Embossed Back Sprayed Face w/ 2" Black Jewelite. Returns: .063" Pre-Finished Black Coil Stock Backs: .080" Aluminum Illum: White LEDs as required by manufacturer, Remote power supplies Quantity:(1) Interior Logo Capsules Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date:08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales:DB Design:SK PM:SS Date Description# 12 34 5 6 ---- ---- -- -- Initial -- -- - - 704 E. Lake Look RoadBuffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #:E10975 - 4 of 8 5’ Logo 36” BT LettersN1 Logo: LED lighted channel with Pan formed face stood off building Letters: LED lighted flush mounted to building Power Supplies: Remote located Power: 120V primary electrical feed with disconnect by others Quantity:(1) Logo/Belle Tire All paint finishes to be Satin unless otherwise specified Color Specifications PMS 1805 C-CMYK 21/100/100/17 PMS 294 C-CMYK 100/87/22/20 2793 Red Acrylic PMS Black-CMYK 75/68/75/90 3M 3630-73 Dark Red Vinyl 3M 7725-17 Vivid Blue General Specifications Total SF - 86.905 36” letters - 67.375 Sq. Ft. Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date:08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales:DB Design:SK PM:SS Date Description# 12 34 5 6 ---- ---- -- -- Initial -- -- - - 704 E. Lake Look RoadBuffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #:E10975 - 8 of 8 Standard Monument Sign - 50 sqft Internal LED Illumination 5” Deep Internally LightedCapsule With Embossed Face 9'-11" (Brick) 10'-0" 1'-4"(Brick) 1'-5" 2'-2" 5"5" Color Specifications PMS 1805 C - RGB 172/51/54CMYK 21/100/100/17 PMS 294 C - RGB 51/68/117 CMYK 100/87/22/20 2793 Red Acrylic PMS Black C - RGB 0/0/0CMYK 75/68/75/90 Vinyl Specifications 3M 3630-73 Dark Red Vinyl 3M 680-10 Reflective White Vinyl 3M 7725-17 Vivid Blue All paint finishes to be Satin unless otherwise specified White Paint to Match 3M 3630-73 Dark Red VinylW/ Satin Clear to prevent Fading MAP 41-313 Dark Bronze Paint Specifications DESIGN INTENT ONLYEngineering Required to Determine Actual Production & Installation Requirements DESIGN INTENT ONLYEngineering Required to Determine Actual Production & Installation Requirements ĈĀą Face: .125" Alum. Face Painted White w/ 3M 7725-17 Vivid Blue Vinyl Applied 1st Surface Logo: 5" Deep Internally Illuminated Channel Letter w/ .040" Returns and .063" Backs. .177" PolycarbonateEmbossed Back Sprayed Face w/ 1" Black Jewelite. Attached to Cabinet Face via #8 x ¾” Self Drilling Screws Copy: "Belle Tire" 5" Deep Internally Illuminated Channel Letters w/ .040" Returns and .063 Backs.2793 Red Acrylic Faces w/ 1" Black Jewelite. Attached to Cabinet Face via #8 x ¾” Self Drilling Screws "Certified Auto Service" 3/4" thick clear push thru acrylic w/ 3M 3630-73 Dark Red Vinyl Applied to Face; Cabinet: 17" Deep SIGNCOMP Extruded Alum. Cabinet. Part #2005, 2065, 2075Paint to Match 3M 3630-73 Dark Red Vinyl. Satin Finiish Illum: White/Red LEDs as required by manufacturer, Remote power supplies Electrical:(1) 20 AMP Circuit, 120 Volts Actual Number of Circuits to be determined by Licensed Electrical Contractor; Quantity:(1) Front View Scale: 3/8"=1'-0" Side View Scale: 3/8"=1'-0" 5" (5.563" OD) Schedule 40 Pipe(Pipe to be Primed) Brick, Foundation & PipeAll Supplied by the GC(Final Sizing Determinedper Engineering if Required) 5” Deep Internally Lighted Letters 1/2” Push Thru Acrylic Letters3M 3630-73 Dark Red Vinyl Applied 1st Surface 1/8" Alum. Face w/ Vinyl Graphics 3M 7725-17 Vivid Blue Vinyl 2 1/4” Retainer 1 1/2” .063" Aluminum RevealPaint to Match 3M 3630-73 Dark Red Vinyl 1/4" Alum. Address Panel w/6” White Reﬂective Vinyl NumbersPainted MAP 41-313 Dark Bronze Soldier Course of Brick on Top of Base 1' - 6 " 1 1 / 2 " 3'- 5 7 / 8 " 5'- 0 " 2'- 1 0 1 / 2 " 8'- 0 " 1'- 6 " N5 Electric SignComplies withUL48 Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date:08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description#1 2 34 56 -- -- ---- ---- Initial- - -- -- 704 E. Lake Look RoadBuffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #:E10975 - 6 of 8 Flush mounted 84/36 Channel logo & letters Front Elevation Scale: 1/2"=1'-0" 28’ 11” 5’ 5-1/2" 7’ 0 ” 22’ 5-1/2" 3’ 0 ” N3 Total SF - 105.575 36” letters - 67.375 Sq. Ft. 84” logo - 38.2 Sq. Ft. Logo: LED lighted channel with Pan formed face stood off building Letters: LED lighted flush mounted to building Power Supplies: Remote located Power: 120V primary electrical feed with disconnect by others Quantity: (1) Logo/Belle Tire All paint finishes to be Satin unless otherwise specified Color Specifications PMS 1805 C-CMYK 21/100/100/17 PMS 294 C-CMYK 100/87/22/20 2793 Red Acrylic PMS Black-CMYK 75/68/75/90 3M 3630-73 Dark Red Vinyl 3M 7725-17 Vivid Blue General Specifications Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date:08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales:DB Design:SK PM:SS Date Description# 12 34 5 6 ---- ---- -- -- Initial -- -- - - 704 E. Lake Look RoadBuffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #:E10975 - 3 of 8 Elevations 10’ 0” 6’ 0” eq. eq. eq. eq. 162’ 10” West Elevation East Elevation North ElevationSouth Elevation Scale: 1/16"=1'-0" Scale: 1/16"=1'-0" Scale: 1/16"=1'-0"Scale: 1/16"=1'-0" CLeq . eq . N4 CL CL eq . eq . eq . eq . Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date:08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description#1 2 34 56 -- -- ---- ---- Initial- - -- -- 704 E. Lake Look RoadBuffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #:E10975 - 5 of 8 Flush mounted Front Elevation Scale: 3/8"=1'-0" 24” CAS letters 29’-2" 24 ” 5’ Logo 36” BT LettersN2 Logo: LED lighted channel with Pan formed face stood off building Letters: LED lighted flush mounted to building Power Supplies: Remote located Power: 120V primary electrical feed with disconnect by others Quantity:(1) Logo/Belle Tire (1) Certified Auto Service All paint finishes to be Satin unless otherwise specified Color Specifications PMS 1805 C-CMYK 21/100/100/17 PMS 294 C-CMYK 100/87/22/20 2793 Red Acrylic PMS Black-CMYK 75/68/75/90 3M 3630-73 Dark Red Vinyl 3M 7725-17 Vivid Blue General Specifications Total SF - 142.655 36” letters - 67.375 Sq. Ft. 24” CAS letters - 55.75 Sq. Ft. F. F . E . = 6 6 6 . 9 5 BE L L E T I R E 9, 8 0 0 S F 4 8 8 15 EXISTING RICKY ROCKETS DEVELOPMENT 18'10'20' 9' 9'8'8'8'8' 20 ' 24 ' 7' 5'5'12'17.68' 0.58' 7.3' 9' 25' 5' 5' 18'30' 6'24' 9' 0.58' 5' 0.58' 11' 0.58' 14.85' 5' 57.04 ' 1. 2 7 ' 3. 3 1 ' 84.59' R2' R5' R1 0 ' R30 ' R20'R5' R 3 ' R3' 0. 5 8 ' 17 . 0 5 ' 51 . 7 9 ' 53.41' 47.48' 73 . 4 6 ' 1' 1' 1' 81.24'36.13'3' 23 . 9 ' R 5 ' R74' R3' R3' R3' 11 ' 3' R60 ' R5' GROUND SIGN. SEEARCHITECTURAL PLANS C13 C-600 60' FLAG POLE 20'x30' FLAG C08 C-600 CONCRETE PAVEMENT THICKENED EDGE CURB TRANSITION TRANSFORMER PAD PERCOMED STANDARDS ACCESSIBLE PARKING STALLS TO BESTRIPED WITH YELLOW PAINT,SPECIFICALLY FOR PAVEMENT STRIPING(SEE DETAIL C14 ON C601) C05C-600 B-6.12CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER DUMPSTER ENCLOSURE.SEE ARCHITECTURAL PLANS C11 C-600 INTEGRAL WALK & CURB EXTERIOR DOORS. SEE ARCHITECTURAL PLANS. OVERHEAD DOORS (10). SEE ARCHITECTURAL PLANS. 4" WIDE PAINTED WHITE PARKING STRIPE (TYP.) 4" WIDE PAINTED WHITEPARKING STRIPE (TYP.) C06 C-600 REVERSE PITCH, B-6.12 CURB & GUTTER C05C-600 B-6.12CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER R20 ' R30'5' 3' 3'34.07' 29 . 5 4 ' C05 C-600 B-6.12 CURB & GUTTER GROUND SIGN. SEE ARCHITECTURAL PLANS C14C-601 ACCESSIBLEPARKING SIGN 21 . 5 8 ' 24.33' 3' LIGHT POLE (TYP.) MEET EXISTING CURB AND GUTTER, TYP. MEET EXISTING CURBAND GUTTER, TYP. MEET EXISTING CURBAND GUTTER, TYP. R5' N1 N2 N3 N4 N5 N6 5' SETBACK150'-0" 2.2.b Packet Pg. 39 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Renderings R101 Belle Tire 704 E. Lake Cook Road Buffalo Grove IL 60089 Buffalo Grove, IL 23-240 628 Parent Avenue Suite 100 Royal Oak, MI 48067 TEL: 248.330.9395 cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Sheet Number Project Number Issued for Sheet Project Consultant Seal Sheet Number Project Number Issued for Sheet Project Consultant Seal F Copyright 2022, Enright ArchitectsC 1 2 E D 345 C B A 76 89 Issued for Village Submittal: September 1, 2023 Village Re-Submittal: September 29, 2023 View From South West 2.2.b Packet Pg. 40 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) BE L L E T I R E 9,8 0 0 S F W COVER SHEET C-000 FINAL ENGINEERING PLANSBELLE TIRE 704 EAST LAKE COOK ROAD BUFFALO GROVE, T43N, LAKE COUNTY, ILLINOIS LOCATION MAP NO SCALE VICINITY MAP NO SCALE SITE PROJECT TEAM OWNER/DEVELOPER/APPLICANT ARCHITECT CHRISTOPHER ENRIGHT ARCHITECTS 628 E. PARENT AVE, SUITE 100 ROYAL OAK, MI 48067 CONTACT: CHRISTOPHER ENRIGHT, NCARB PHONE: 248.258.6485 CIVIL ENGINEER LANDSCAPE ARCHITECT CHRISTOPHER ENRIGHT ARCHITECTS 628 E. PARENT AVE, SUITE 100 ROYAL OAK, MI 48067 CONTACT: SHANNON GREEN, PE PHONE: 847.682.0576 LG WORKSHOP, LLC 1955 N. WILMOT AVE. CHICAGO, IL 60647 CONTACT: LARRY GLASSCOCK, P.L.A. PHONE: 773.697.4388 LAND SURVEYOR COMPASS SURVEYING LTD 2631 GINGER WOODS PARKWAY, STE. 100 AURORA, IL 60502 CONTACT: DANIEL WALTER, PLS PHONE: 630.820.9100 SECTION 34, TOWNSHIP 43N, RANGE 11E CHRISTOPHER ENRIGHT ARCHITECTS 628 E. PARENT AVE, SUITE 100 ROYAL OAK, MI 48067 CONTACT: CHRISTOPHER ENRIGHT, NCARB PHONE: 248.258.6485 AGENCY/UTILITY CONTACTS VILLAGE OF BUFFALO GROVE UTILITIES WATER: VILLAGE OF BUFFALO GROVE TED SIANIS TSIANIS@VBG.ORG 847.459.2545 GAS: NICOR GASMAPS@NICOR.COM 888.642.6748 WEST SHORE PIPELINE DAVE JONES DAJONES@BUCKEYE.COM 610.904.4409 ELECTRIC: COMED 630.576.7094 TELECOM: AT&T DISTRIBUTION G11629@ATT.COM AT&T - T-TCG BOBBY AKHTER 630.390.0089 COMCAST MARTHA GIERAS MARTHA_GIERAS@COMCAST.COM 224.229.5862 BUILDING AND ZONING: 50 RAUPP BLVD. BUFFALO GROVE, IL 60089 ANDREW BINDER ASSOCIATE PLANNER 847.459.5592 PUBLIC WORKS: 50 RAUPP BLVD. BUFFALO GROVE, IL 60089 MICHAEL SKIBBE DIRECTOR OF PUBLIC WORKS 847.459.2545 ENGINEERING: 50 RAUPP BLVD. BUFFALO GROVE, IL 60089 MICHAEL SKIBBE DIRECTOR OF PUBLIC WORKS 847.459.2545 Know what's R LOT 3 IN THE FINAL PLAT OF BLUESTONE RESUBDIVISION BEING A SUBDIVISION IN PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 43 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN AND PART OF THE NORTHWEST QUARTER OF OF SECTION 3, TOWNSHIP 42 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN IN LAKE AND COOK COUNTIES, ILLINOIS. PART OF PARCEL NUMBERS 15-34-310-026 AND 03-03-100-064 LEGAL DESCRIPTION LEX I N G T O N D R I V E HA S T I N G S D R I V E LAKE COOK ROAD F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE E LAKE COOK ROAD FIRE DEPARTMENT VILLAGE OF BUFFALO GROVE 1051 HIGHLAND GROVE DRIVE BUFFALO GROVE, IL 60089 MIKE BAKER FIRE CHIEF 847.537.0995 SEWER & STORM WATER PROVIDER VILLAGE OF BUFFALO GROVE TED SIANIS TSIANIS@VBG.ORG 847.459.2545 ADD/REV NO. DATE SHEET NUMBER SHEET TITLE 10/17/2023 C-000 COVER SHEET 06/29/2023 ALTA (1 OF 2)ALTA/NSPS LAND TITLE & TOPOGRAPHIC SURVEY 06/29.2023 ALTA (2 OF 2)ALTA/NSPS LAND TITLE & TOPOGRAPHIC SURVEY 10/17/2023 C-001 GENERAL NOTES 10/17/2023 C-002 BUFFALO GROVE GENERAL NOTES 10/17/2023 C-100 DEMOLITION PLAN 10/17/2023 C-200 SITE PLAN 10/17/2023 C-300 GRADING PLAN 10/17/2023 C-301 EROSION & SEDIMENT CONTROL PLAN 10/17/2023 C-302 EROSION & SEDIMENT CONTROL DETAILS 10/17/2023 C-303 EROSION & SEDIMENT CONTROL DETAILS 10/17/2023 C-400 UTILITY PLAN 10/17/2023 C-600 DETAILS 10/17/2023 C-601 DETAILS 10/17/2023 C-602 DETAILS 10/17/2023 L.1 TREE PROTECTION & REMOVAL PLAN 10/17/2023 L.2 LANDSCAPE PLAN PROJECT SITE 10/17/2023 L.3 LANDSCAPE DETAILS & NOTES 10/17/2023 SL 1.1 SITE LIGHTING 10/17/2023 SL 1.2 SITE LIGHTING HA S T I N G S D R I V E ARMSTRONG DRIVE 2.2.b Packet Pg. 41 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) 2.2.b Packet Pg. 42 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) 2.2.b Packet Pg. 43 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) GENERAL NOTES C-001 GENERAL NOTES 1. ALL CURRENT AND APPLICABLE ORDINANCES, STANDARDS AND SPECIFICATIONS OF THE AUTHORITIES HAVING JURISDICTION, IE, THE MUNICIPALITY, STATE, REGIONAL AND LOCAL UTILITY PROVIDERS AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION SHALL GOVERN ALL CONSTRUCTION ITEMS IN THESE PLANS UNLESS OTHERWISE NOTED. WHERE ANY CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY DIRECTED OTHERWISE BY THE PROFESSIONAL OF RECORD. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY FEDERAL, STATE AND LOCAL PERMITS PRIOR TO CONSTRUCTION. ANY PERFORMANCE OR MAINTENANCE BONDS, LETTER OF CREDIT OR OTHER FINANCIAL SURETY REQUIRED FOR ANY PERMITS SHALL BE PROVIDED BY THE CONTRACTOR TO OBTAIN PERMITS. 3. THE CONTRACTOR AND SUBCONTRACTORS ARE SOLELY RESPONSIBLE TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN ACCORDANCE WITH THE FEDERAL, STATE, LOCAL, AND OSHA REQUIREMENTS. 4. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL EXAMINE AND VERIFY SURVEY BENCHMARKS, PROPERTY BOUNDARY, DIMENSIONS AND ACTUAL CONDITIONS TO CONFIRM ALIGNMENT WITH THE CONSTRUCTION PLANS. ANY DISCREPANCIES SHOULD BE PRESENTED TO THE OWNER, SURVEYOR, ENGINEER OR CONSTRUCTION MANAGER IMMEDIATELY FOR INSTRUCTION. ANY WORK PERFORMED THEREAFTER WITHOUT INSTRUCTION SHALL BE AT CONTRACTOR'S EXPENSE. 5. BEFORE BIDDING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND ACCOMMODATE RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT AND ANY ENVIRONMENTAL PHASE 1 OR PHASE 2 REPORTS PROVIDED IN THE CONTRACT DOCUMENTS. THIS INCLUDES:REMOVAL OF POOR SOILS, SUB-GRADE PREPARATION, ETC. ANY COSTS ASSOCIATED WITH THESE ITEMS AND AS THEY RELATE TO SCHEDULE ARE TO BE INCLUDED IN FINAL BIDS. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WORK OFF THE MOST RECENT SET OF CONSTRUCTION PLANS. CONTRACTOR SHALL CONFIRM WITH ENGINEER THE MOST RECENT APPROVED, STAMPED AND CERTIFIED SET ISSUED FOR CONSTRUCTION. 7. AT LEAST 72 HRS PRIOR TO CONSTRUCTION, AND SUBJECT TO LONGER REQUIRED TIMEFRAMES, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE FEDERAL, STATE AND/OR LOCAL AUTHORITIES AS REQUIRED. THE CONTRACTOR SHALL ABIDE BY AGENCY AND MUNICIPALITY STANDARDS FOR NOTIFICATION, TESTING AND INSPECTION DURING CONSTRUCTION. ANY DELAY IN SCHEDULE OR TIME LOST DUE TO IMPROPER CONTRACTOR INSPECTION CONDITIONS OR SCHEDULING SHALL BE AT CONTRACTOR'S EXPENSE. 8. THE EXISTING CONDITIONS DEPICTED ON THE PLANS ARE APPROXIMATE AND INFORMATIONAL IN NATURE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ACTUAL CONDITIONS, LOCATIONS OF ANY NATURAL FEATURES AND ALL PUBLIC/PRIVATE UNDERGROUND UTILITIES BOTH HORIZONTALLY AND VERTICALLY. ANY EXPLORATORY SUBSURFACE INVESTIGATION SHALL BE AT THE EXPENSE OF THE CONTRACTOR. ANY SIGNIFICANT DIFFERENCES FROM THE PLANS SHALL BE COMMUNICATED WITH THE ENGINEER PRIOR TO COMPLETING ASSOCIATED WORK. 9. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, OWNERS' AGENTS, ENGINEER OF RECORD, CHRISTOPHER ENRIGHT ARCHITECTS, THE MUNICIPALITY AND ANY OTHER AGENCY FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES RESULTING FROM PERFORMANCE OF THE CONTRACTOR'S WORK. 10. ANY WORK TO BE PERFORMED WITHIN A PUBLIC RIGHT OF WAY SHALL BE COMPLETED IN ACCORDANCE WITH THAT PUBLIC ENTITIES' PERMIT REQUIREMENTS, STANDARDS AND SPECIFICATIONS. ANY REQUIRED SAFETY PRECAUTIONS, WARNING DEVICES, ADDITIONAL SIGNAGE, AND MAINTENANCE OF TRAFFIC REQUESTED DURING CONSTRUCTION AND SUPPLEMENTAL TO THE PLANS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. THE CONTRACTOR IS RESPONSIBLE FOR ASSIGNING AN ON-SITE RESPONSIBLE PARTY FOR RECORDING AND MAINTAINING ALL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIRED INSPECTIONS AND DOCUMENTATION. THE REPORT SHALL BE KEPT UP TO DATE ON-SITE AND AVAILABLE UPON REQUEST. 12. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS/SUBMITTALS FOR REVIEW AND APPROVAL OF PROPOSED WORK BY THE OWNER AND OWNER'S ENGINEER WITH ADEQUATE TIME PROVIDED FOR THE REVIEW. 13. CONTRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION DEBRIS, TRASH, SPILLS, OILS/FUELS, MISCELLANEOUS EQUIPMENT UN-SUITABLE MATERIAL AND PROPERLY DISPOSE OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR PERMITS REQUIRED FOR PREPARATION, HAULING AND DISPOSAL. 14. ANY DAMAGE OR STRUCTURAL FAILURE TO EXISTING PAVEMENTS, CURBING, SIDEWALKS, LANDSCAPING, POLES, UTILITY STRUCTURES, AND ALIKE, INTENDED TO REMAIN, AS A RESULT OF HEAVY CONSTRUCTION EQUIPMENT AND OPERATIONS, SHALL BE REMOVED AND PROPERLY RESTORED IN KIND AT CONTRACTOR'S EXPENSE. 15. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AS-BUILTS OR PROVIDING ANY REQUIRED FIELDWORK AND PREPARING RECORD DRAWINGS FOR PROJECT CLOSEOUT. ANY COSTS INCURRED FOR REQUIRED CLEANING, FLUSHING, STREET SWEEPING, TELEVISING OR ON-SITE INSPECTIONS BY AGENCY STAFF SHALL BE PROVIDED BY THE CONTRACTOR. RECORD DRAWINGS SHALL BE PROVIDED TO THE OWNER AND OWNER'S ENGINEER FOR DOCUMENTATION. 16. BEFORE INSTALLATION OF WET AND DRY UTILITIES, CONTRACTOR SHALL VERIFY ALL CROSSINGS AND INFORM THE ENGINEER OF ANY POTENTIAL CONFLICTS FOR REVIEW AND DIRECTION. ANY REWORK REQUIRED DUE TO THE CONTRACTOR NOTIFYING ENGINEER AFTER WORK STARTED WILL BE AT THE EXPENSE OF THE CONTRACTOR. 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE DURATION OF THE PROJECT. FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF DEFECTIVE WORK. IT IS RECOMMENDED THAT THE OWNER OR CONTRACTOR HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES TO INSURE COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. Know what's R DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY DEMOLITION PERMITS. 2. ALL ITEMS SCHEDULED FOR REMOVAL IN THE PLANS OR SPECIFICATIONS ARE TO BE REMOVED IN THEIR ENTIRETY ABOVE AND BELOW GROUND TO SUBGRADE, INCLUDING BUT NOT LIMITED TO, STRUCTURES COMPLETE TO FOUNDATIONS AND APPURTENANCES, PAVEMENTS, BASE AGGREGATES, TREES, LANDSCAPING, UTILITIES, MANHOLES, ETC. ANY REQUIRED BACKFILL SHALL MEET MATERIAL, LIFT AND COMPACTION SPECIFICATIONS PER THE GEOTECHNICAL REPORT. ANY RE-USE OR WORKING IN OF BASE AGGREGATES FOR PROPOSED WORK MUST MEET APPROPRIATE SPECIFICATIONS FOR MATERIAL GRADATION, CONSISTENCY AND MUST BE APPROVED FOR RE-USE BY THE OWNER, CIVIL ENGINEER AND GEOTECHNICAL ENGINEER. 3. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND INFORMATIONAL IN NATURE. DATA IS GATHERED FROM SEVERAL DIFFERENT SOURCES OVER EXTENDED PERIODS OF TIME TO OBTAIN THE BEST INFORMATION POSSIBLE. THE ENGINEER IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE LOCATIONS. THE CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITY LOCATIONS, SIZES AND DEPTHS ON-SITE WITH UTILITY COMPANIES PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL COORDINATE ANY REMOVAL, RELOCATION OR DISCONNECTION OF UTILITY SERVICES WITH RESPECTIVE UTILITY COMPANY PRIOR TO ANY DEMOLITION. CONTRACTOR VERIFY IF LINES ARE ACTIVE OR ENERGIZED PRIOR TO EXCAVATION. 5. CONTRACTOR SHALL USE CARE WHEN WORKING AROUND ANY EXISTING UTILITIES TO REMAIN, ESPECIALLY HIGH PRESSURE GAS MAINS, FIBER OPTIC, OLDER LARGE DIAMETER WATER MAINS, AND ELECTRICAL TRANSMISSION/PRIMARY SERVICES TO NOT DAMAGE OR INTERRUPT EXISTING SERVICES. CONTRACTOR SHALL EXPOSE SENSITIVE LINES USING NON-DESTRUCTIVE METHODS, AND HAVE THE UTILITY COMPANY AND QUALIFIED PERSONNEL ASSIST IN THE PROTECTION OF THEIR LINES. 6. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IS TO BE REMOVED AND DISPOSED OF OFF-SITE PROPERLY IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ANY MATERIAL PROCESSING, HAULING AND DUMPING IS CONTRACTOR'S RESPONSIBILITY AND EXPENSE. 7. ALL TREE PROTECTION SHALL BE INSTALLED AT THE DRIPLINE OF THE TREE CANOPY TO PRESERVE THE EXISTING ROOT SYSTEMS. 8. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS NECESSARY TO KEEP ALL SEDIMENT ASSOCIATED WITH DEMOLITION AND EARTHMOVING ACTIVITIES ON-SITE. CONTRACTOR SHALL EMPLOY WATER SPRINKLING, SPRAYING OFF TIRES AND STREET SWEEPING TO REDUCE SEDIMENT TRACKING AND DUST CONTROL AS NEEDED FOR LARGE PROJECTS, DRY SEASONS, AND AT CONSTRUCTION ENTRANCES/EXITS. EROSION CONTROL MEASURES SHALL BE INSPECTED AND REPLACED WHEN NEEDED. 9. DEWATERING SHOULD BE ANTICIPATED, INCLUDED IN THE CONTRACTORS BID, AND PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 10. NO DISRUPTION OF EXISTING UTILITY SERVICES TO EXISTING BUSINESSES IS ALLOWED WITHOUT EXPRESS PERMISSION FROM THE BUSINESS OWNERS AND UTILITY COMPANIES. 11. ALL PAVEMENT SAWCUTS SHALL BE FULL DEPTH, NEAT AND TRUE TO LINE. 12. SAWCUTS OF EXISTING CURBS AND SIDEWALKS SHALL BE AT THE NEAREST JOINT BEYOND REMOVAL LIMITS. 13. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 14. ANY DISCREPANCIES OR CONFLICTS WHICH ARISE SHALL BE COMMUNICATED TO THE ATTENTION OF THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION. GRADING/EARTHWORK NOTES 1. REFER TO THE GEOTECHNICAL REPORT PROVIDED IN THE CONTRACT DOCUMENTS AND ADHERE TO ALL RECOMMENDATIONS SPECIFIED THEREIN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE SITE, AND THE CONDITIONS OF THE SITE PRIOR TO FINAL BIDDING. 2. RIM ELEVATIONS AND GRADES SHOWN AT CURB INLETS INDICATE FLOW LINE ELEVATIONS, IE, ELEVATIONS AT THE LOWEST DRAWDOWN POINT ON THE GRATE. 3. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND EROSION CONTROL DURING CONSTRUCTION TO MINIMIZE STANDING WATER AND ENSURE SEDIMENT DOES NOT LEAVE THE SITE. 4. ALL GRADE ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 5. PRIOR TO MASS GRADING, GROUND SHALL BE CLEARED AND GRUBBED, TOPSOIL STRIPPED AND STOCKPILED AND ANY UNSUITABLE SOIL/MATERIAL TESTED AND DISPOSED OF AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 6. ANY DISTURBED AREAS SHALL BE STABILIZED AND SEEDED WITHIN 7 DAYS. 7. THE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SITE. ANY DISCREPANCIES FOUND IN THE PLANS SHALL BE COMMUNICATED WITH THE OWNER OR ENGINEER PRIOR TO EARTHMOVING ACTIVITIES. IF THE IMPORT OF CLEAN ENGINEERED FILL OR THE EXPORT OF EXCESS SOIL MATERIAL IS KNOWN AND REQUIRED, THE CONTRACTOR SHALL PROVIDE FOR IT IN FINAL BIDDING. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR IMPORT/EXPORT OF SOIL DURING CONSTRUCTION OR AFTER BIDDING. 8. ANY SOFT OR UNSUITABLE SOILS ENCOUNTERED IN STRUCTURAL SOIL AREAS SHALL BE REMOVED AND REPLACED WITH APPROPRIATE STRUCTURAL FILL IN ACCORDANCE WITH THE GEOTECHNICAL MATERIAL RECOMMENDATIONS. 9. EARTHWORK ACTIVITIES DURING RAINY SEASONS SHALL BE ACCOUNTED FOR IN THE CONTRACTOR'S FINAL BIDDING. THIS INCLUDES "MEANS AND METHODS" RELATED TO SUBGRADE PREPARATION, IE, SUBGRADE CHEMICAL MODIFICATION AS OPPOSED TO SCARIFYING, DISCING AND AERATING TO DRY SOFT SOILS DUE TO EXCESS MOISTURE CONTENT AND AGGRESSIVE PROJECT SCHEDULING. 10. ANY IMPORTED FILL MATERIAL SHALL BE CLEAN ENGINEERED FILL. 11. TOPSOIL TO BE RE-SPREAD IN NON-STRUCTURAL AREAS, IE, GRASS AND LANDSCAPE AREAS, SHALL BE FREE OF CLAY AND SPREAD TO A MINIMUM DEPTH OF 6". REFER TO LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. 12. THROUGHOUT CONSTRUCTION, EROSION CONTROL SHALL BE MAINTAINED BY THE CONTRACTOR AT ALL TIMES IN CONFORMANCE WITH THE EROSION CONTROL MEASURES PROVIDED IN THE PLANS AND THE ILLINOIS URBAN MANUAL (IUM) 13. DEWATERING SHOULD BE ANTICIPATED, INCLUDED IN THE CONTRACTORS BID, AND PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 14. CONTRACTOR IS RESPONSIBLE FOR CONTRACTING A THIRD-PARTY INDEPENDENT TESTING AGENCY FOR QUALITY CONTROL AND QUALITY ASSURANCE. THE GEOTECHNICAL ENGINEER AND TESTING AGENCY SHALL WORK IN CONCERT TO INSURE GOVERNING MATERIAL SPECIFICATIONS ARE MET. 12. SIDEWALK AND PAVEMENT SLOPES IN ACCESSIBLE PARKING SPACES AND ROUTES SHALL CONFORM TO THE CURRENT EDITION OF THE ILLINOIS ACCESSIBILITY CODE (IAC), ADA ACCESSIBILITY GUIDELINES (ADAAG), PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINES (PROWAG) AND/OR IDOT STANDARDS. 13. ADEQUATE SOIL COVER OVER THE TOP OF EXISTING AND PROPOSED UTILITIES SHALL BE PROVIDED BY THE CONTRACTOR AT ALL TIMES DURING CONSTRUCTION OPERATIONS TO INSURE STRUCTURAL INTEGRITY OF UTILITIES IS NOT COMPROMISED. 14. REFER TO SOIL EROSION AND SEDIMENT CONTROL PLAN SHEETS IN THIS SET FOR TEMPORARY EROSION CONTROL BEST MANAGEMENT PRACTICES (BMP) MEASURES, DETAILS WITH INSTALLATION AND MAINTENANCE PROCEDURES, CONSTRUCTION SEQUENCE AND ALL EROSION CONTROL NOTES. UTILITY NOTES 1. ALL CONSTRUCTION OF UTILITY WORK SHALL BE GOVERNED BY THE VILLAGE OF BUFFALO GROVE PUBLIC WORKS AND ENGINEERING STANDARDS AND SPECIFICATIONS, CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" AND ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION". 1.1. NOTE: VILLAGE OF BUFFALO GROVE DETAILS/ EXHIBITS SUPERSEDE ALL OTHER DETAILS/ EXHIBITS. 2. CONTRACTOR SHALL REFER TO ALL OTHER GENERAL NOTES RELATED TO UTILITY WORK AND INCORPORATE HEREIN. CONTRACTOR REFER TO PLANS AND DETAIL SHEETS FOR ADDITIONAL UTILITY SPECIFICATIONS. 3. CONTRACTOR SHALL REFER TO THE MEP PLANS FOR UTILITY SERVICE LOCATIONS TO AREAS FIVE FEET (5') OUTSIDE THE BUILDING AND IN. COORDINATE WITH THE UTILITY PLANS IN THIS SET. ANY DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR COORDINATION PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL ALL UTILITIES PRIOR TO PAVING. 5. ALL EXISTING AND PROPOSED UTILITY SURFACE FEATURES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE ADJUSTED TO FINISHED GRADE, INCLUDING BUT NOT LIMITED TO CASTINGS, VALVE COVERS, HYDRANTS, PEDESTALS, UTILITY PADS, ETC. 6. PIPE LENGTHS SHOWN ON THE UTILITY PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 7. CONTRACTOR SHALL MAINTAIN PROPER SEPARATION FROM WATER MAIN TO ALL OTHER SEWERS: 7.1. TEN FEET (10') MINIMUM HORIZONTAL SEPARATION FROM OUTSIDE OF WATER MAIN TO OUTSIDE OF SEWER 7.2. EIGHTEEN INCHES (18") MINIMUM VERTICAL SEPARATION FROM OUTSIDE OF WATER MAIN TO OUTSIDE OF SEWER. " 7.3. WHERE VERTICAL SEPARATION NOT POSSIBLE, SEWER SHALL BE CONSTRUCTED WITH WATER MAIN QUALITY RATED PIPE AT AND EXTENDING TEN FEET (10') ON BOTH SIDES OF CROSSING. 8. ALL UTILITIES UNDER AND WITHIN TWO FEET (2') OF PAVED AREAS OR CURB SHALL RECEIVE GRANULAR BACKFILL. 9. STORM SEWER NOTES: 9.1. RIM ELEVATIONS ON STORM STRUCTURES INDICATE TOP OF CLOSED LID, OR WHERE THE STORMWATER FLOW ENTERS A CURB GRATE OR OPEN CASTING. 9.2. ANY FIELD TILES ENCOUNTERED DRAINING OFF-SITE AREAS SHALL BE PICKED UP AND TIED INTO THE NEAREST STORM STRUCTURE. 9.3. ALL INLETS IN SAG CONDITIONS SHALL HAVE FOUR INCH (4") DIAMETER PERFORATED UNDERDRAINS A MINIMUM OF TWENTY FEET (20') LONG. SEE UTILITY PLAN AND DETAIL. 9.4. STORM SEWER SYSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL INSPECTION. 9.5. ALL MANHOLES, INLETS, FRAMES, GRATES, CONNECTIONS, ROOF DRAINS, ETC., SHALL BE CONSTRUCTED ACCORDING TO THE ORDINANCES AND STANDARDS OF THE AUTHORITY HAVING JURISDICTION. 10. SANITARY SEWER NOTES: 10.1. INSPECTION AND TESTING ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE A PART OF THE CONTRACT. ANY REWORK AS A RESULT OF FAILED INSPECTION / TESTING WILL BE AT CONTRACTOR'S EXPENSE. 10.2. CONNECTIONS TO PUBLIC SEWERS SHALL NOT BE COMPLETED UNTIL AUTHORIZED BY THE UTILITY HAVING JURISDICTION. 10.3. INVERTS GREATER THAN TWENTY-FOUR INCHES (24") BETWEEN INCOMING AND OUTGOING SEWER IN A MANHOLE SHALL REQUIRE A DROP MANHOLE. 10.4. ALL SANITARY CONNECTIONS TO AN EXISTING MANHOLE SHALL BE MADE WITH A FLEXIBLE BOOT CONNECTOR. 11. WATER MAIN NOTES: 11.1. INSPECTION, TESTING, FLUSHING AND CHLORINATION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE PART OF THE CONTRACT. ANY REWORK AS A RESULT OF FAILED INSPECTION / TESTING WILL BE AT CONTRACTOR'S EXPENSE. 11.2. MINIMUM COVER FOR WATER MAINS IS SIXTY INCHES (60") MINIMUM. 11.3. FIRE SERVICE REQUIREMENTS AND FIRE HYDRANT LOCATIONS SHALL BE PER LOCAL FIRE DEPARTMENT AND CONFIRMED PRIOR TO INSTALLATION. 11.4. WATER MAIN AND DOMESTIC WATER SERVICE SHALL BE COORDINATED WITH THE AUTHORITY HAVING JURISDICTION AND CONFIRMED PRIOR TO INSTALLATION. SITE PLAN NOTES 1. THE MUNICIPALITY AND ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) CURRENT EDITION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" SHALL GOVERN ALL SITE PLAN CONSTRUCTION ITEMS. 2. CONTRACTOR SHALL FOLLOW GEOTECHNICAL REPORT RECOMMENDATIONS FOR ALL PAVEMENT THICKNESSES, SITE AND SUBGRADE PREPARATION, AND LIFT AND COMPACTION REQUIREMENTS. WHERE CONFLICTS ARISE WITH LOCAL OR STATE REQUIREMENTS, THE MORE STRINGENT REQUIREMENT TAKES PRECEDENCE UNLESS DIRECTED OTHERWISE BY THE CIVIL ENGINEER. 3. REFER TO ARCHITECTURAL, STRUCTURAL AND MEP PLANS FOR ALL BUILDING ELEMENTS RELATED TO THE SITE PLAN INCLUDING BUILDING DIMENSIONS, DOOR LOCATIONS, STOOPS, BOLLARDS, ETC. 4. DIMENSIONS ARE TO FACE OF CURB IN ALL PAVED AREAS, BACK OF CURB IN GRASS/LANDSCAPE AREAS AND OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. ALL PAVEMENT AND/OR CURB RADII TO BE THREE FOOT (3') UNLESS OTHERWISE NOTED. 6. ALL CONCRETE SIDEWALK SHALL BE BROOM FINISHED PERPENDICULAR TO DIRECTION OF TRAVEL. 7. ALL WORK WITHIN A PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE PUBLIC AUTHORITY STANDARDS AND SPECIFICATIONS. 8. CONCRETE JOINTING AND ANY REQUIRED DOWELING FOR PAVEMENT, CURBING AND SIDEWALK SHALL BE AS SHOWN ON THE DETAILS IN THE PLANS, MUNICIPALITY REQUIREMENTS OR PER STATE DOT STANDARDS AND SPECIFICATIONS, WHICHEVER MORE STRINGENT. 9. PAVEMENT QUALITY CONTROL TESTING AND INSPECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COPIES OF TEST RESULTS SHOULD BE PROVIDED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. 10. PRIOR TO INSTALLATION OF CURB AND GUTTER AND BASE MATERIAL, FINE GRADED COMPACTED SUBGRADE SHALL EXTEND TWO FEET (2') BEYOND THE BACK OF CURB. 11. ALL PAVEMENT MARKING AND SIGNAGE SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE STATE DEPARTMENT OF TRANSPORTATION (DOT) STANDARDS. 12. ACCESSIBLE SPACES AND ROUTES SHALL BE GOVERNED AND CONSTRUCTED IN CONFORMANCE WITH THE CURRENT EDITION OF THE ILLINOIS ACCESSIBILITY CODE (IAC), ADA ACCESSIBILITY GUIDELINES (ADAAG), PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINES (PROWAG) AND/OR IDOT STANDARDS. EROSION CONTROL NOTES 1. REFER TO SOIL EROSION AND SEDIMENT CONTROL PLAN SHEETS IN THIS SET FOR TEMPORARY EROSION CONTROL MEASURES, BEST MANAGEMENT PRACTICES (BMP'S), DETAILS WITH INSTALLATION AND MAINTENANCE PROCEDURES, CONSTRUCTION SEQUENCE AND ALL EROSION CONTROL NOTES. F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 44 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) VILLAGE OF BUFFALO GROVE GENERAL NOTES AND SPECIFICATIONS C-002 Know what's R F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 45 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) EAST LAKE COOK ROAD XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XXXXXXXXXXXXX XXXXXX X X X X X X X X X XXXXXXXXXXXXXXXX 81 LF B6.12 CURB TO BE REMOVED STORM STRUCTURE TO REMAIN. REFER TO SHEET C300 FOR FINISH GRADE STORM STRUCTURE TO REMAIN. REFER TO SHEET C300 FOR FINISH GRADE 45 LF B6.12 CURB TO BE REMOVED 49 LF B6.12 CURB TO BE REMOVED 31 LF B6.12 CURB TO BE REMOVED SIDEWALK TO BE REMOVED FULL DEPTH SAWCUT ASPHALT PAVEMENT THREE FEET (3') BEYOND PROPOSED CURB EDGE OF PAVEMENT AND REMOVE ASPHALT TO SUBGRADE. FULL DEPTH SAWCUT ASPHALT PAVEMENT THREE FEET (3') BEYOND PROPOSED CURB EDGE OF PAVEMENT AND REMOVE ASPHALT TO SUBGRADE. FULL DEPTH SAWCUT ASPHALT PAVEMENT THREE FEET (3') BEYOND PROPOSED CURB EDGE OF PAVEMENT AND REMOVE ASPHALT TO SUBGRADE. FULL DEPTH SAWCUT ASPHALT PAVEMENT THREE FEET (3') BEYOND PROPOSED CURB EDGE OF PAVEMENT AND REMOVE ASPHALT TO SUBGRADE. 8" SANITARY SEWER STUB TO BE REMOVED. FIRE HYDRANT ASSEMBLY TO BE RELOCATED. SEE SHEET C400 FOR LOCATION. REMOVE EXISTING TREE EXISTING RICKY ROCKETS DEVELOPMENT REMOVE SECTION OF 24" RCP STORM SEWER PIPE FOR PROPOSED STRUCTURE AS NECESSARY. REFER TO SHEET C-400 FOR LOCATION. CONNECT EXISTING 24" RCP TO PROPOSED STRUCTURE. LEGEND FULL DEPTH ASPHALT PAVEMENT REMOVAL CURB LINE REMOVALXXXXXXXXXXXXXXXXXXXXXXXXX FULL DEPTH SAWCUT LINE NOTES 1. REFER TO GENERAL NOTES ON SHEET C-001 AND C-002 FOR ADDITIONAL INFORMATION. 2. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION COMPLETELY. STRIP TOPSOIL COMPLETELY AND STOCKPILE FOR REDISTRIBUTION. SEE EROSION CONTROL PLANS. 3. ANY UNSUITABLE SOILS IN STRUCTURAL FILL AREAS SHALL BE ADDRESSED PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. 4. DIMENSIONS ARE TO FACE OF CURB. 5. ANY CONTRACTOR DAMAGE TO EXISTING PAVEMENT OR CURBS TO REMAIN SHALL BE REMOVED AND RESTORED TO PROPOSED SPECIFICATIONS. 6. EXISTING CONDITIONS ARE AS SHOWN PER SURVEY BY OTHERS. REFER TO SHEETS ALTA 1 OF 2 AND ALTA 2 OF 2. 7. SET TEMPORARY BENCHMARK PRIOR TO RELOCATION OF FIRE HYDRANT. REFERENCE BENCHMARKS REFERENCE BENCHMARK: REFERENCE BENCHMARK BUFFALO GROVE # 07 BRASS MONUMENT SET IN CONCRETE 2.7' EAST OF FENCE ALONG THE WEST PROPERTY LINE BEING ALSO 42' SOUTHWEST CORNER OF BUILDING 495-481 AND 35.8' NORTHWEST CORNER OF 501-515 OF LEPARC CIRCLE. DATUM: NAVD 88 ELEVATION : 677.73 SITE BENCHMARKS: SITE BENCHMARK 1 SQUARE CUT ON EAST SIDE OF LIGHTPOLE BASE NEAR THE SOUTHWEST CORNER OF SUBJECT SITE. ELEVATION = 667.70 SITE BENCHMARK 2 TAG BOLT ON FIRE HYDRANT AT THE NORTH END OF SUBJECT SITE ELEVATION = 667.74 F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE DEMOLITION PLAN C-100 Know what's R 02040 1" = 20' 2.2.b Packet Pg. 46 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) F. F . E . = 6 6 6 . 9 5 BE L L E T I R E 9, 8 0 0 S F 4 8 8 15 EXISTING RICKY ROCKETS DEVELOPMENT EAST LAKE COOK ROAD 18'10'20' 9' 9'8'8'8'8' 20 ' 24 ' 7' 5'5'12'17.68' 0.58' 7.3' 9' 25' 5' 5' 18'30' 6'24' 9' 0.58' 5' 0.58' 11' 0.58' 5' 84.59' R2' R5 ' R3 0 ' R20'R5' R 3 ' R3' 0. 5 8 ' 17 . 0 5 ' 51 . 7 9 ' 53.41' 47.48' 73 . 4 6 ' 1' 1' 1' 81.24'36.13'3' 23 . 9 ' R 5 ' R74' R3' R 3 ' R3' 11 ' 3' R60 ' R5' GROUND SIGN. SEE ARCHITECTURAL PLANS C13 C-600 60' FLAG POLE 20'x30' FLAG C08 C-600 CONCRETE PAVEMENT THICKENED EDGE CURB TRANSITION TRANSFORMER PAD PER COMED STANDARDS ACCESSIBLE PARKING STALLS TO BE STRIPED WITH YELLOW PAINT, SPECIFICALLY FOR PAVEMENT STRIPING (SEE DETAIL C14 ON C601) C05 C-600 B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS C11 C-600 INTEGRAL WALK & CURB EXTERIOR DOORS. SEE ARCHITECTURAL PLANS. OVERHEAD DOORS (10). SEE ARCHITECTURAL PLANS. 4" WIDE PAINTED WHITE PARKING STRIPE (TYP.) 4" WIDE PAINTED WHITE PARKING STRIPE (TYP.) C06 C-600 REVERSE PITCH, B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER R2 0 ' R30 ' 5' 3' 3'34.07' 29 . 5 4 ' C05 C-600 B-6.12 CURB & GUTTER GROUND SIGN. SEE ARCHITECTURAL PLANS C14 C-601 ACCESSIBLE PARKING SIGN 21 . 5 8 ' 24.33' 3' LIGHT POLE (TYP.) MEET EXISTING CURB AND GUTTER, TYP. MEET EXISTING CURB AND GUTTER, TYP. MEET EXISTING CURB AND GUTTER, TYP. LEVEL LANDING HANDRAILS R5' 33 . 6 9 ' 0. 5 8 ' 5. 0 6 ' 5' 5' 9.85' R22' LEGEND NOTES 1. REFER TO GENERAL NOTES ON SHEET C-001 and C-002 FOR ADDITIONAL INFORMATION. 2. THE BASIS FOR THE GEOMETRIC LAYOUT IS THE WESTERN PROPERTY LINE. 3. DIMENSIONS ARE TO EDGE OF PAVEMENT IN ALL PAVED AREAS, BACK OF CURB IN GRASS/LANDSCAPE AREAS AND OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 4. ANY CONTRACTOR DAMAGE TO EXISTING PAVEMENT OR CURBS TO REMAIN SHALL BE REMOVED AND RESTORED TO PROPOSED SPECIFICATIONS. 5. EXISTING CONDITIONS ARE AS SHOWN PER SURVEY BY OTHERS. SITE SUMMARY LOT SIZE: ±1.063 AC. ZONING: B-3 PLANNED BUSINESS CENTER DISTRICT BUILDING SIZE: 9,800 S.F. BUILDING SETBACKS: FRONT 50 FT. SIDE (EAST) 25 FT. SIDE (WEST) 0 FT. REAR 0 FT. SURROUNDING ZONING: NORTH = B-3 PLANNED BUSINESS CENTER DISTRICT SOUTH = HIGHWAY E. LAKE COOK ROAD EAST = I INDUSTRIAL DISTRICT WEST = B-3 PLANNED BUSINESS CENTER DISTRICT MAX LOT COVERAGE (90%): 81.5% PARKING SUMMARY MIN. SIZE: 9 FT. x 18 FT. MIN. DRIVE WIDTH: 24 FT. MIN. SPACES REQUIRED: SPACES PROVIDED: 35 ADA SPACES REQUIRED: 2 ADA SPACES PROVIDED: 2 NO. OF PARKING STALLS: 33 C01 C-600 HEAVY DUTY ASPHALT PAVEMENT C02 C-600 LIGHT DUTY ASPHALT PAVEMENT C03 C-600 HEAVY DUTY CONCRETE PAVEMENT C04 C-600 CONCRETE SIDEWALK FULL DEPTH HEAVY DUTY ASPHALT PAVEMENT PATCH BID ALTERNATE #1: INSTALLATION OF REGULAR DUTY AND HEAVY DUTY CONCRETE PAVEMENT PER DETAILS ON SHEET C600 IN LIEU OF REGULAR DUTY AND HEAVY DUTY ASPHALT PAVEMENT, RESPECTIVELY, AS INDICATED HEREIN. C06 C-600 REVERSE PITCH CURB & GUTTER C07 C-600 DEPRESSED CURB & GUTTER SITE PLAN C-200 Know what's R 02040 1" = 20' F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 47 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) LEGEND NOTES 1. REFER TO GENERAL NOTES ON SHEET C-001 AND C-002 FOR PERTINENT INFORMATION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, IDENTIFY AND PROTECT ANY EXISTING UTILITIES. ANY PROPOSED WORK NEAR OR WITH EXISTING UTILITIES SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY COMPANY. 3. PROPER COVER OVER EXISTING OR NEWLY INSTALLED UTILITIES SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 4. FOR AREAS DESIGNED TO FLOW AWAY FROM THE CURB AND GUTTER, CONTRACTOR SHALL PROVIDE REVERSE SLOPED CURB AND GUTTER. 5. CONTRACTOR SHALL FOLLOW CURRENT ADA ACCESSIBILITY GUIDELINES FOR SLOPES WITHIN ACCESSIBLE PARKING SPACES, LOADING ZONES AND ALL ACCESSIBLE ROUTES. EXISTING CONTOUR PROPOSED CONTOUR 640.00 RIM:640.00 TC:640.00 PAVEMENT/GROUND ELEVATIONS RIM ELEVATIONS RIDGE LINE SWALE/CHANNEL FLOWLINE RIDGE LINE ME: (640.00)MATCH EXISTING (APPROX. ELEV.) REFERENCE BENCHMARKS EMERGENCY OVERFLOW ROUTE GRADE FLOW ARROW TOP OF CURB ELEVATIONS REFERENCE BENCHMARK: REFERENCE BENCHMARK BUFFALO GROVE # 07 BRASS MONUMENT SET IN CONCRETE 2.7' EAST OF FENCE ALONG THE WEST PROPERTY LINE BEING ALSO 42' SOUTHWEST CORNER OF BUILDING 495-481 AND 35.8' NORTHWEST CORNER OF 501-515 OF LEPARC CIRCLE. DATUM: NAVD 88 ELEVATION : 677.73 SITE BENCHMARKS: SITE BENCHMARK 1 SQUARE CUT ON EAST SIDE OF LIGHTPOLE BASE NEAR THE SOUTHWEST CORNER OF SUBJECT SITE. ELEVATION = 667.70 SITE BENCHMARK 2 TAG BOLT ON FIRE HYDRANT AT THE NORTH END OF SUBJECT SITE ELEVATION = 667.74 EAST LAKE COOK ROAD F. F . E . = 6 6 6 . 9 5 BE L L E T I R E 9, 8 0 0 S F W W EXISTING RICKY ROCKETS DEVELOPMENT 665.63 -1 . 5 % -1 . 7 % -2.0% -2. 0 % -3 . 0 % -3.1% -2 . 2 % -8 . 3 % 665.60 SANITARY MANHOLE RIM:666.35 PROPOSED ADA SIDEWALK TO MEET EXISTING BIKE PATH ME: (666.16) ME: (666.60) ME: (666.33) ME: (666.03) ME: (666.09) ME: (665.67) ME: (665.37) ME: (665.21) ME: (664.97) ME: (664.96) ME: (664.94) 665.23 665.50 665.60665.57665.65 665.86 665.91 665.78 665.59 664.99 665.80 665.86 665.91 665.83 665.74 665.84 665.74 665.62 665.50 665.62665.38 ME: (665.90) ME: (665.33) ME: (665.30) ME: (665.80) 666.50 666.10 666.15 666.20 666.19 666.21 665.93 665.76 665.62 665.46 665.15 666.44666.23 666.32 666.39 666.30 666.73 666.67 666.70 666.77 666.20 666.30 666.58 665.89665.96 665.99 666.80 666.86666.90 666.90 666.90 666.90 666.90 666.85 666.90666.90 666.50666.16 665.79 666.85 666.85 666.56 666.43 666.30 666.30 666.90 666.50 665.54 665.62 666.30 665.41 665.42 665.58 665.93 666.11 665.98665.83 665.72 665.83 665.99 666.08 666.09 666.09 665.99 665.84 665.72 665.84 666.01 666.08 666.24 665.79 665.33 666.90 666.82 666.73 666.76 666.42 666.38 ME: (666.34) 666.90 666.90 666.50 666.43 666.43 666.43 666.43 666.70 666.30 TC:666.80 TC:666.80 TC:666.80 TC:666.70TC:666.80 TC:666.82 665.74 665.74 667.15 667.10 666.67 TC:666.80 TC:666.80 TC:666.80 666.39 TC:666.80 TC:666.80 666.30 666.30 -4.8 % GRADING PLAN C-300 Know what's R 02040 1" = 20' F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 48 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) EAST LAKE COOK ROAD HA S T I N G S DR I V E BE L L E T I R E 9, 8 0 0 S F IP IP IP IP IP IP IP IP IP IP IP CONTRACTOR STAGING AREA TEMPORARY TOPSOIL STOCKPILE AREA STR #RD RIM:666.87 STR #1.4 (EX.) RIM:666.05 STR #1.0 (EX.) RIM:665.80 STR #1.5 RIM:665.66 STR #1.6 RIM:665.66 STR #1.3 RIM:665.56 STR #1.2 RIM:665.44 STR #1.7 RIM:665.32 STR #1.1 RIM:665.27 STR #1.8 RIM:665.48 LEGEND GENERAL NOTES 1. ALL EROSION CONTROL PRACTICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL STANDARDS AND SPECIFICATIONS AND ILLINOIS ENVIRONMENTAL PROTECTION AGENCY (IEPA) REQUIREMENTS. 2. IT IS THE CONTRACTORS RESPONSIBLITY TO KEEP, MAINTAIN AND PROVIDE THE PROPER INSPECTION/DOCUMENTATION FOR THE STORMWATER POLLUTION PREVENTION PLAN. 3. THE AUTHORITY HAVING JURISDICTION MAY INSPECT THE SITE AND REQUIRE ADDITIONAL EROSION CONTROL MEASURES TO BE INSTALLED BY AND AT THE SOLE COST TO THE CONTRACTOR. 4. ALL GRADES SHOWN ON THIS PLAN ARE FINISHED PAVEMENT OR TOP OF GROUND GRADES. ALL LANDSCAPE AND GRASS AREAS SHALL HAVE A MINIMUM OF 6" OF TOPSOIL. 5. REFER TO THE LANDSCAPE PLAN FOR ALL FINAL STABILIZATION MEASURES AND PLANT MATERIALS. ES2 C-302 CONSTRUCTION ENTRANCE ES3 C-302 CONCRETE WASHOUT CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL NOT START CONSTRUCTION UNTIL NOTICE OF INTENT (NOI) APPROVAL FROM ILLIINOIS ENVIRONMENTAL PROTECTION AGENCY (IEPA) AND APPROVAL TO PROCEED FROM THE LOCAL AUTHORITY HAVING JURISDICTION. 2. THE CONTRACTOR WILL ASSIGN AN ON-SITE REPRESENTATIVE TO TAKE OWNERSHIP OF AND BE RESPONSIBLE FOR COMPLYING WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). AT A MINIMUM, SITE INSPECTION AND LOGS ARE REQUIRED AFTER EVERY 1/2" RAINFALL AND/OR A MINIMUM OF ONCE A WEEK. 3. ALL WEEKLY NPDES INSPECTION REPORTS (AND THOSE AFTER 1/2" RAINFALL) SHALL BE SENT TO MREYNOLDS@VBG.ORG 4. NOTIFY THE IEPA AND THE LAKE COUNTY SOIL AND WATER CONSERVATION DISTRICT (SWCD) 815.462.3106 WITHIN 48 HRS OF STARTING CONSTRUCTION. SCHEDULE A PRECONSTRUCTION MEETING WITH LOCAL AUTHORITY. 5. POST SWPPP AND CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE COPY OF NOI. THE SWPPP SHOULD BE ONSITE AND AVAILABLE WITHIN 72 HRS OF A REQUEST. 6. INSTALL CONSTRUCTION ENTRANCE AND PERIMETER EROSION CONTROL MEASURES, CULVERT AND INLET PROTECTION ON EXISTING STRUCTURES TO REMAIN. 7. STRIP TOPSOIL AND STOCKPILE ACCORDING TO IUM STD., CLEAR AND GRUB AS INDICATED ON THE PLANS. 8. COMPLETE MASS EARTHWORK, INSTALL STORM SEWER SYSTEMS, PERIMETER SWALES, ANY SEDIMENT TRAPS OR DETENTION PONDS. 9. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER APPROVED METHODS. 10. ANY AREAS LEFT DISTURBED FOR 7 DAYS SHALL BY TEMPORARILY SEEDED. 11. INSTALL PROPOSED SYSTEM EROSION CONTROL MEASURES, INCLUDING DROP INLET PROTECTION, EROSION CONTROL BLANKET, CONCRETE WASHOUT, ETC. 12. FINE GRADE BUILDING PAD AND PARKING LOTS. INSTALL REMAINING UTILITIES AND COMPLETE BUILDING FOUNDATIONS. 13. INSTALL CURBS, STONE AND ASPHALT TO BINDER COURSE, AND COMPLETE ALL REQUIRED RECORD DRAWINGS/AS-BUILTS. 14. INSTALL LANDSCAPING, AND COMPLETE BUILDING. APPLY TEMPORARY SEEDING AS NEEDED TO DISTURBED AREAS. 15. ONCE ALL CONSTRUCTION COMPLETE, ADD SURFACE COURSE OF ASPHALT. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACES UNTIL FINAL LANDSCAPING IS IN PLACE AND 70% OF VEGETATION ESTABLISHED. 16. COMPLETE SWPPP NOTICE OF TERMINATION (NOT) AND SUBMIT TO LOCAL SWCD, IEPA AND LOCAL AUTHORITY. ES1 C-302 SILT FENCE ES4 C-302 DROP INLET PROTECTION ES5/6 C303 EROSION CONTROL BLANKET IP NOTE: SEEDBED PREP, MULCHING, SPREADING AND FERTILIZING SHALL FOLLOW ILLINOIS URBAN MANUAL CURRENT PRACTICE STANDARDS. INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE; RESEED AND MULCH AS NEEDED; INSPECT AFTER STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS/AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND/OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED CONSTRUCTION ENTRANCE SILT FENCE EXISTING INLET PROTECTION TREE PROTECTION TEMPORARY DIVERSIONS TEMPORARY SEDIMENT TRAP TEMPORARY SEEDING PERMANENT SEEDING EROSION CONTROL BLANKET STRAW BALES INLET PROTECTION SEED, SOD & LANDSCAPE AROUND UNITS FINISHED EROSION CONTROL MAINTENANCE SCHEDULE MAINTENANCEEROSION CONTROL MEASURE ANTICIPATED SCHEDULE 1. MARCH 2024 - START CONSTRUCTION 2. APRIL-SEPTEMBER 2024 - CONSTRUCTION PERIOD 3. OCTOBER 2024 - STORE OPEN ON-SITE SWPPP CONTACT NAME: QUENTIN JEFFRIES COMPANY: BELLE TIRE ADDRESS: 1000 ENTERPRISE DR, ALLEN PARK, MI 48101 PHONE: 313.271.9400 SOIL EROSION AND SEDIMENT CONTROL PLAN C-301Know what's R 03060 1" = 30' F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE STATE OF ILLINOIS ) ) SS COUNTY OF LAKE ) THIS EROSION CONTROL PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND COMPLIES WITH THE URBAN SOIL EROSION CONTROL AND STANDARDS IN ILLINOIS MANUAL (LATEST EDITION) AND THE GENERALLY RECOGNIZED METHODS IN USE IN THE AREA. SHANNON GREEN DATE EROSION CONTROL CERTIFICATE ILLINOIS LICENSED PROFESSIONAL ENGINEER NO. 062-059179 2.2.b Packet Pg. 49 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) 70' 70' SILT FENCEES1N.T.S. CONSTRUCTION ENTRANCEES2N.T.S. CONCRETE WASHOUTES3N.T.S. 1 1 2 2 3 3 4 4 A A B B C C D D SHEET 1 OF 1 DWG NOSIZE SCALE REV TYPICAL RECTANGULAR INLET FILTER COMBINATION INLET FILTER FOR CURB HOODS TYPICAL ROUND INLET FILTER STAINLESS STEEL ROUND INLET FILTERS for NYLOPLAST CASTINGSCATCH-ITS SPECIFIED W/ FX or FX-S BAGS INLET PROTECTION - DROP INSERTES4N.T.S. ACIPP Flexstorm Specifications EROSION & SEDIMENT CONTROL DETAILS C-302 Know what's R F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 50 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) ϭ͘WƌĞƉĂƌĞ ƐŽŝů ďĞĨŽƌĞ ŝŶƐƚĂůůŝŶŐ ƌŽůůĞĚ ĞƌŽƐŝŽŶ ĐŽŶƚƌŽů ƉƌŽĚƵĐƚƐ;ZWƐͿ͕ŝŶĐůƵĚŝŶŐĂŶǇŶĞĐĞƐƐĂƌǇĂƉƉůŝĐĂƚŝŽŶŽĨ ůŝŵĞ͕ĨĞƌƚŝůŝǌĞƌ͕ĂŶĚƐĞĞĚ͘'ƌŽƵŶĚƐƵƌĨĂĐĞŵƵƐƚďĞĨƌĞĞŽĨ ĚĞďƌŝƐ͕ƌŽĐŬƐ͕ĐůĂǇĐůŽĚƐĂŶĚƌĂŬĞĚƐŵŽŽƚŚƐƵĨĨŝĐŝĞŶƚƚŽ ĂůůŽǁŝŶƚŝŵĂƚĞĐŽŶƚĂĐƚŽĨƚŚĞZWǁŝƚŚƚŚĞƐŽŝůŽǀĞƌƚŚĞ ĞŶƚŝƌĞƚǇŽĨƚŚĞŝŶƐƚĂůůĂƚŝŽŶ͘ Ϯ͘ĞŐŝŶĂƚƚŚĞƚŽƉŽĨƚŚĞĐŚĂŶŶĞůďǇĂŶĐŚŽƌŝŶŐƚŚĞZWƐŝŶ Ă ϲΗ ;ϭϱ ĐŵͿ ĚĞĞƉ y ϲΗ ;ϭϱ ĐŵͿ ǁŝĚĞ ƚƌĞŶĐŚ ǁŝƚŚ ĂƉƉƌŽǆŝŵĂƚĞůǇϭϮΗ;ϯϬĐŵͿŽĨZWƐĞǆƚĞŶĚĞĚďĞǇŽŶĚƚŚĞ ƵƉͲƐůŽƉĞƉŽƌƚŝŽŶŽĨƚŚĞƚƌĞŶĐŚ͘hƐĞ^ŚŽƌĞDĂǆŵĂƚĂƚƚŚĞ ĐŚĂŶŶĞůͬĐƵůǀĞƌƚŽƵƚůĞƚĂƐƐƵƉƉůĞŵĞŶƚĂůƐĐŽƵƌƉƌŽƚĞĐƚŝŽŶ ĂƐ ŶĞĞĚĞĚ͘ ŶĐŚŽƌ ƚŚĞ ZWƐ ǁŝƚŚ Ă ƌŽǁ ŽĨ ƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐ ĂƉƉƌŽǆŝŵĂƚĞůǇ ϭϮΗ ;ϯϬ ĐŵͿ ĂƉĂƌƚ ŝŶ ƚŚĞ ďŽƚƚŽŵ ŽĨ ƚŚĞ ƚƌĞŶĐŚ͘ ĂĐŬĨŝůů ĂŶĚ ĐŽŵƉĂĐƚ ƚŚĞ ƚƌĞŶĐŚĂĨƚĞƌƐƚĂƉůŝŶŐ͘ƉƉůǇƐĞĞĚƚŽƚŚĞĐŽŵƉĂĐƚĞĚƐŽŝů ĂŶĚĨŽůĚƚŚĞƌĞŵĂŝŶŝŶŐϭϮΗ;ϯϬĐŵͿƉŽƌƚŝŽŶŽĨZWƐďĂĐŬ ŽǀĞƌ ƚŚĞ ƐĞĞĚ ĂŶĚ ĐŽŵƉĂĐƚĞĚ ƐŽŝů͘ ^ĞĐƵƌĞ ZWƐ ŽǀĞƌ ĐŽŵƉĂĐƚĞĚ ƐŽŝů ǁŝƚŚ Ă ƌŽǁ ŽĨ ƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐ ƐƉĂĐĞĚĂƉƉƌŽǆŝŵĂƚĞůǇϭϮΗ;ϯϬĐŵͿĂƉĂƌƚĂĐƌŽƐƐƚŚĞǁŝĚƚŚ ŽĨƚŚĞZWƐ͘ ϯ͘ZŽůůĐĞŶƚĞƌZWƐŝŶĚŝƌĞĐƚŝŽŶŽĨǁĂƚĞƌĨůŽǁŝŶďŽƚƚŽŵŽĨ ĐŚĂŶŶĞů͘ZWƐǁŝůůƵŶƌŽůůǁŝƚŚĂƉƉƌŽƉƌŝĂƚĞƐŝĚĞĂŐĂŝŶƐƚ ƚŚĞƐŽŝůƐƵƌĨĂĐĞ͘ůůZWƐŵƵƐƚďĞƐĞĐƵƌĞůǇĨĂƐƚĞŶĞĚƚŽ ƐŽŝůƐƵƌĨĂĐĞďǇƉůĂĐŝŶŐƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐŝŶĂƉƉƌŽƉƌŝĂƚĞ ůŽĐĂƚŝŽŶƐĂƐƐŚŽǁŶŝŶƚŚĞƐƚĂƉůĞƉĂƚƚĞƌŶŐƵŝĚĞ͘ ϰ͘WůĂĐĞĐŽŶƐĞĐƵƚŝǀĞZWƐĞŶĚͲŽǀĞƌͲĞŶĚ;^ŚŝŶŐůĞƐƚǇůĞͿǁŝƚŚ ĂϰΗͲϲΗ;ϭϬͲϭϱĐŵͿŽǀĞƌůĂƉ͘hƐĞĂĚŽƵďůĞƌŽǁŽĨƐƚĂƉůĞƐ ƐƚĂŐŐĞƌĞĚϰΗĂƉĂƌƚĂŶĚϰΗŽŶĐĞŶƚĞƌƚŽƐĞĐƵƌĞZWƐ͘ ϱ͘&ƵůůůĞŶŐƚŚĞĚŐĞŽĨZWƐĂƚƚŽƉŽĨƐŝĚĞƐůŽƉĞƐŵƵƐƚďĞ ĂŶĐŚŽƌĞĚǁŝƚŚĂƌŽǁŽĨƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐƐƉĂĐĞĚĂƚ^d ĂƉĂƌƚ ŝŶ Ă ϲΗ ;ϭϱ ĐŵͿ ĚĞĞƉ y ϲΗ;ϭϱ ĐŵͿ ǁŝĚĞ ƚƌĞŶĐŚ͘ ĂĐŬĨŝůůĂŶĚĐŽŵƉĂĐƚƚŚĞƚƌĞŶĐŚĂĨƚĞƌƐƚĂƉůŝŶŐ͘ ϲ͘ ĚũĂĐĞŶƚZWƐŵƵƐƚďĞŽǀĞƌůĂƉƉĞĚĂƉƉƌŽǆŝŵĂƚĞůǇϰΗͲϲΗ ;ϭϬͲϭϱĐŵͿĂŶĚƐĞĐƵƌĞĚǁŝƚŚƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐĂƚ^d͘ ϳ͘/Ŷ ŚŝŐŚ ĨůŽǁ ĐŚĂŶŶĞů ĂƉƉůŝĐĂƚŝŽŶƐ Ă ƐƚĂƉůĞ ĐŚĞĐŬ ƐůŽƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚĂƚϯϬƚŽϰϬĨŽŽƚ;ϵͲϭϮŵͿŝŶƚĞƌǀĂůƐ͘hƐĞĂ ĚŽƵďůĞƌŽǁŽĨƐƚĂƉůĞƐƐƚĂŐŐĞƌĞĚϲΗ;ϭϱĐŵͿĂƉĂƌƚĂŶĚϭϮΗ ;ϯϬĐŵͿŽŶĐĞŶƚĞƌŽǀĞƌĞŶƚŝƌĞǁŝĚƚŚŽĨƚŚĞĐŚĂŶŶĞů͘ ϴ͘ dŚĞƚĞƌŵŝŶĂůĞŶĚŽĨƚŚĞZWƐŵƵƐƚďĞĂŶĐŚŽƌĞĚǁŝƚŚĂ ƌŽǁŽĨƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐƐƉĂĐĞĚĂƚ^dĂƉĂƌƚŝŶĂϲΗ;ϭϱ ĐŵͿĚĞĞƉyϲΗ;ϭϱĐŵͿǁŝĚĞƚƌĞŶĐŚ͘ĂĐŬĨŝůůĂŶĚĐŽŵƉĂĐƚ ƚŚĞƚƌĞŶĐŚĂĨƚĞƌƐƚĂƉůŝŶŐ͘ ϵ͘&ĂƐƚĞŶĞƌƐƐŚŽƵůĚƉƌŽǀŝĚĞĂŵŝŶŝŵƵŵŽĨƚǁĞŶƚǇƉŽƵŶĚƐŽĨ ƉƵůůŽƵƚƌĞƐŝƐƚĂŶĐĞ͘^ŝǆͲŝŶĐŚ;ϭϬĐŵͿyŽŶĞͲŝŶĐŚ;Ϯ͘ϱĐŵͿ ĞůĞǀĞŶ ŐĂƵŐĞ ƐƚĂƉůĞƐ ĂƌĞ ƚǇƉŝĐĂůůǇ ĂĚĞƋƵĂƚĞ͘ /Ŷ ůŽŽƐĞ ƐŽŝůƐ͕ ůŽŶŐĞƌ ƐƚĂƉůĞƐ ŵĂǇ ďĞ ŶĞĐĞƐƐĂƌǇ͕ ƚǁŝƐƚ ƉŝŶƐ ĐĂŶ ƉƌŽǀŝĚĞƚŚĞŐƌĞĂƚĞƐƚƉƵůůŽƵƚƌĞƐŝƐƚĂŶĐĞ͘/ŶŚĂƌĚŽƌƌŽĐŬǇ ƐŽŝůƐ͕ƐƚƌĂŝŐŚƚƉŝŶƐŵĂǇďǇƵƐĞĚǁŚĞƌĞƐƚĂƉůĞƐŽƌƚǁŝƐƚƉŝŶƐ ĂƌĞƌĞĨƵƐĞĚ͕ƉƌŽǀŝĚĞĚƚŚĞŵŝŶŝŵƵŵƉƵůůŽƵƚƌĞƋƵŝƌĞŵĞŶƚƐ ĂƌĞŵĞƚ͘ŝŽͲĚĞŐƌĂĚĂďůĞĨĂƐƚĞŶĞƌƐƐŚĂůůŶŽƚďĞƵƐĞĚǁŝƚŚ sDĂǆ;dZDͿŽƌdDĂǆ;,WdZDͿŵĂƚĞƌŝĂůƐ͘ 6 2 4 ϭϮΗ;ϯϬĐŵͿ ϲΗ ;ϭϱĐŵͿ ϲΗ;ϭϱĐŵͿ ϰΗͲϲΗ ;ϭϬͲϭϱĐŵͿ ϲΗ ;ϭϱĐŵͿ 5 7 ϲΗ;ϭϱĐŵͿ 3 1 A B C A B C EKd^͗ Ύ,ŽƌŝǌŽŶƚĂůƐƚĂƉůĞƐƉĂĐŝŶŐƐŚŽƵůĚďĞĂůƚĞƌĞĚŝĨŶĞĐĞƐƐĂƌǇƚŽĂůůŽǁƐƚĂƉůĞƐƚŽƐĞĐƵƌĞƚŚĞĐƌŝƚŝĐĂůƉŽŝŶƚƐĂůŽŶŐƚŚĞĐŚĂŶŶĞůƐƵƌĨĂĐĞ͘ Z/d/>WK/Ed^ ͘KǀĞƌůĂƉƐĂŶĚ^ĞĂŵƐ ͘WƌŽũĞĐƚĞĚtĂƚĞƌ>ŝŶĞ ͘ŚĂŶŶĞůŽƚƚŽŵͬ^ŝĚĞ^ůŽƉĞsĞƌƚŝĐĞƐ ϭϮΗ;ϯϬĐŵͿ ϰΗͲϲΗ ;ϭϬͲϭϱĐŵͿ 8 ϲΗ;ϭϱĐŵͿ ϲΗ ;ϭϱĐŵͿ ϭϮΗ;ϯϬĐŵͿ ^ƚĂƉůĞWĂƚƚĞƌŶ ŝŵĞŶƐŝŽŶ td ϮϬΗ;ϱϬĐŵͿ >d ϮϬΗ;ϱϬĐŵͿ ^d ϭϴΗ;ϰϱĐŵͿ EŽŵŝŶĂů &ƌĞƋƵĞŶĐǇ ϯ͘ϴͬ^z ϭϮΗ;ϯϬĐŵͿ hŶƌŽůů ŝƌĞĐƚŝŽŶ ^d ^d ^d WŝŶͬ^ƚĂƉůĞͬdǁŝƐƚWŝŶ͕ĂƐ ĂƉƉƌŽƉƌŝĂƚĞĨŽƌĨŝĞůĚĐŽŶĚŝƚŝŽŶƐ ϰͲϲΗ ϭϬͲϭϱĐŵWůĂŶsŝĞǁ ZŽůůKǀĞƌůĂƉ td hƉƉĞƌZŽůů hŶĚĞƌŶĞĂƚŚ ZŽůů EROSION CONTROL BLANKET - CHANNEL INSTALLATIONES5N.T.S. ϭ͘WƌĞƉĂƌĞ ƐŽŝů ďĞĨŽƌĞ ŝŶƐƚĂůůŝŶŐ ƌŽůůĞĚ ĞƌŽƐŝŽŶ ĐŽŶƚƌŽů ƉƌŽĚƵĐƚƐ;ZWƐͿ͕ŝŶĐůƵĚŝŶŐĂŶǇŶĞĐĞƐƐĂƌǇĂƉƉůŝĐĂƚŝŽŶ ŽĨůŝŵĞ͕ĨĞƌƚŝůŝǌĞƌ͕ĂŶĚƐĞĞĚ͘'ƌŽƵŶĚƐƵƌĨĂĐĞŵƵƐƚďĞ ĨƌĞĞ ŽĨ ĚĞďƌŝƐ͕ ƌŽĐŬƐ͕ ĐůĂǇ ĐůŽĚƐ ĂŶĚ ƌĂŬĞĚ ƐŵŽŽƚŚ ƐƵĨĨŝĐŝĞŶƚƚŽĂůůŽǁŝŶƚŝŵĂƚĞĐŽŶƚĂĐƚŽĨƚŚĞZWǁŝƚŚ ƚŚĞƐŽŝůŽǀĞƌƚŚĞĞŶƚŝƌĞƚǇŽĨƚŚĞŝŶƐƚĂůůĂƚŝŽŶ͘ Ϯ͘ĞŐŝŶĂƚƚŚĞƚŽƉŽĨƚŚĞƐůŽƉĞďǇĂŶĐŚŽƌŝŶŐƚŚĞZWƐ ŝŶ Ă ϲΗ ;ϭϱ ĐŵͿ ĚĞĞƉ y ϲΗ ;ϭϱ ĐŵͿ ǁŝĚĞ ƚƌĞŶĐŚ͘ ŶĐŚŽƌƚŚĞZWƐǁŝƚŚĂƌŽǁŽĨƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐ ƐƉĂĐĞĚ Ăƚ ^d ĂƉĂƌƚ ŝŶ ƚŚĞ ďŽƚƚŽŵ ŽĨ ƚŚĞ ƚƌĞŶĐŚ͘ ĂĐŬĨŝůů ĂŶĚ ĐŽŵƉĂĐƚ ƚŚĞ ƚƌĞŶĐŚ ĂĨƚĞƌ ƐƚĂƉůŝŶŐ ĂŶĚ ĨŽůĚ ƚŚĞ ƌŽůů ŽǀĞƌ ĚŽǁŶƐůŽƉĞ͘ ^ĞĐƵƌĞ ZWƐ ŽǀĞƌ ĐŽŵƉĂĐƚĞĚƐŽŝůǁŝƚŚĂƌŽǁŽĨƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐ ƐƉĂĐĞĚĂƚ^dĂƉĂƌƚĂĐƌŽƐƐƚŚĞǁŝĚƚŚŽĨƚŚĞZWƐ͘ ϯ͘ZŽůůƚŚĞZWƐ;ͿĚŽǁŶŽƌ;ͿŚŽƌŝǌŽŶƚĂůůǇĂĐƌŽƐƐƚŚĞ ƐůŽƉĞ͘ZWƐǁŝůůƵŶƌŽůůǁŝƚŚĂƉƉƌŽƉƌŝĂƚĞƐŝĚĞĂŐĂŝŶƐƚ ƚŚĞƐŽŝůƐƵƌĨĂĐĞ͘ůůZWƐŵƵƐƚďĞƐĞĐƵƌĞůǇĨĂƐƚĞŶĞĚ ƚŽ ƐŽŝů ƐƵƌĨĂĐĞ ďǇ ƉůĂĐŝŶŐ ƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐ ŝŶ ĂƉƉƌŽƉƌŝĂƚĞůŽĐĂƚŝŽŶƐĂƐƐŚŽǁŶŝŶƚŚĞƐƚĂƉůĞƉĂƚƚĞƌŶ ŐƵŝĚĞ͘ZŽůůDĂǆZWƐĂŶĚƐƐŚŽƵůĚƵƚŝůŝǌĞ^ƚĂƉůĞ WĂƚƚĞƌŶ ͕ dZDƐ ĂŶĚ sDĂǆ ŵĂƚĞƌŝĂůƐ ƐŚŽƵůĚ ƵƚŝůŝǌĞ ^ƚĂƉůĞWĂƚƚĞƌŶ͘ ϰ͘ dŚĞ ĞĚŐĞƐ ŽĨ ƉĂƌĂůůĞů ZWƐ ŵƵƐƚ ďĞ ƐƚĂƉůĞĚ ǁŝƚŚ ĂƉƉƌŽǆŝŵĂƚĞůǇϰΗͲϲΗ;ϭϬͲϭϱĐŵͿŽǀĞƌůĂƉ͘ ϱ͘ŽŶƐĞĐƵƚŝǀĞ ZWƐ ƐƉůŝĐĞĚ ĚŽǁŶ ƚŚĞ ƐůŽƉĞ ŵƵƐƚ ŽǀĞƌůĂƉƉĞĚ ǁŝƚŚ ƚŚĞ ƵƉƐƚƌĞĂŵ ŵĂƚ ĂƚŽƉ ƚŚĞ ĚŽǁŶƐƚƌĞĂŵŵĂƚ;ƐŚŝŶŐůĞƐƚǇůĞͿ͘dŚĞŽǀĞƌůĂƉƐŚŽƵůĚ ďĞϰΗͲϲΗ;ϭϬͲϭϱĐŵͿ͘ ϲ͘ ƚ ƚŚĞ ƚĞƌŵŝŶĂů ĞŶĚ͕ ƐĞĐƵƌĞ ĞĂĐŚ ŵĂƚ ĂĐƌŽƐƐ ƚŚĞ ǁŝĚƚŚǁŝƚŚĂƌŽǁŽĨƐƚĂƉůĞƐͬƐƚĂŬĞƐͬƉŝŶƐƐƉĂĐĞĚĂƚ^d͘ /ĨĞǆƉŽƐĞĚƚŽĨůŽǁ͕ĨŽŽƚƚƌĂĨĨŝĐ͕ǁŝŶĚƵƉůŝĨƚŽƌŽƚŚĞƌ ĚŝƐƌƵƉƚŝŽŶ͕ ƚƌĞŶĐŚ ƚŚĞ ƚĞƌŵŝŶĂů ĞŶĚ ŝŶ ĂƐ ƐŚŽǁŶ ŝŶ ĚĞƚĂŝů͘ ϳ͘&ĂƐƚĞŶĞƌƐ ƐŚŽƵůĚ ƉƌŽǀŝĚĞ Ă ŵŝŶŝŵƵŵ ŽĨ ƚǁĞŶƚǇ ƉŽƵŶĚƐ ŽĨ ƉƵůůŽƵƚ ƌĞƐŝƐƚĂŶĐĞ͘ ^ŝǆͲŝŶĐŚ ;ϭϬ ĐŵͿ y ŽŶĞͲŝŶĐŚ;Ϯ͘ϱĐŵͿĞůĞǀĞŶŐĂƵŐĞƐƚĂƉůĞƐĂƌĞƚǇƉŝĐĂůůǇ ĂĚĞƋƵĂƚĞ͘ /Ŷ ůŽŽƐĞ ƐŽŝůƐ͕ ůŽŶŐĞƌ ƐƚĂƉůĞƐ ŵĂǇ ďĞ ŶĞĐĞƐƐĂƌǇ͕ƚǁŝƐƚƉŝŶƐĐĂŶƉƌŽǀŝĚĞƚŚĞŐƌĞĂƚĞƐƚƉƵůůŽƵƚ ƌĞƐŝƐƚĂŶĐĞ͘/ŶŚĂƌĚŽƌƌŽĐŬǇƐŽŝůƐ͕ƐƚƌĂŝŐŚƚƉŝŶƐŵĂǇďǇ ƵƐĞĚǁŚĞƌĞƐƚĂƉůĞƐŽƌƚǁŝƐƚƉŝŶƐĂƌĞƌĞĨƵƐĞĚ͕ƉƌŽǀŝĚĞĚ ƚŚĞ ŵŝŶŝŵƵŵ ƉƵůůŽƵƚ ƌĞƋƵŝƌĞŵĞŶƚƐ ĂƌĞ ŵĞƚ͘ ŝŽͲĚĞŐƌĂĚĂďůĞĨĂƐƚĞŶĞƌƐƐŚĂůůŶŽƚďĞƵƐĞĚǁŝƚŚsDĂǆ ;dZDͿŽƌdDĂǆ;,WdZDͿŵĂƚĞƌŝĂůƐ͘ 3B 4 2 5 1 3A ϰΗͲϲΗ ;ϭϬͲϭϱĐŵͿ ϲΗ ;ϭϱĐŵͿ ϭϮΗ;ϯϬĐŵͿ ϰΗͲϲΗ ;ϭϬͲϭϱĐŵͿ 6 ϭϮΗ;ϯϬĐŵͿ ϲΗ ;ϭϱĐŵͿ ϲΗ;ϭϱĐŵͿ hŶƌŽůů ŝƌĞĐƚŝŽŶ ^d ^d ^d WŝŶͬ^ƚĂƉůĞͬdǁŝƐƚWŝŶ͕ĂƐ ĂƉƉƌŽƉƌŝĂƚĞĨŽƌĨŝĞůĚĐŽŶĚŝƚŝŽŶƐ ^ƚĂƉůĞWĂƚƚĞƌŶ ŝŵĞŶƐŝŽŶ td ϯϬΗ;ϳϱĐŵͿ ϮϰΗ;ϲϬĐŵͿ >d ϯϬΗ;ϳϱĐŵͿ ϮϬΗ;ϱϬĐŵͿ ^d ϭϴΗ;ϰϱĐŵͿ ϭϴΗ;ϰϱĐŵͿ EŽŵŝŶĂů &ƌĞƋƵĞŶĐǇ ϭ͘ϳͬ^z ϯ͘Ϭͬ^z ƉƉůŝĐĂƚŝŽŶ ;ĞŐƌĂĚĂďůĞͿ dZD ;WĞƌŵĂŶĞŶƚͿ ΎEŽƚĞ͗^ƚĂƉůĞWĂƚƚĞƌŶĂŶĚƵƐĞĚƉƌŝŽƌƚŽϴͬϮϬϭϵ ŚĂǀĞďĞĞŶĚŝƐĐŽŶƚŝŶƵĞĚ͘ ϰͲϲΗ ϭϬͲϭϱĐŵWůĂŶsŝĞǁ ZŽůůKǀĞƌůĂƉ td hƉƉĞƌZŽůů hŶĚĞƌŶĞĂƚŚ ZŽůů EROSION CONTROL BLANKET - SLOPE INSTALLATIONES6N.T.S. EROSION & SEDIMENT CONTROL DETAILS C-303 Know what's R F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 51 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) LEGEND NOTES 1. REFER TO GENERAL NOTES ON SHEET C-001, C-002, AND SHEETS C-600 THROUGH C-602 FOR ADDITIONAL STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR BE CONSCIOUS OF DAMAGING THE PAINT ON THE HYDRANTS DURING INSTALLATION. 3. A MINIMUM OF 48 HOURS PRIOR TO ANY WATER USAGES (I.E. FLUSHES, FILLS, ETC.), THE CONTRACTOR MUST CALL THE VILLAGE OF BUFFALO GROVE AT 847-459-2545 TO GET APPROVAL OF SAID USAGE. ANY UNAUTHORIZED USAGES WILL RESULT IN PENALTIES. 4. ALL PROPOSED WATER MAINS SHALL MAINTAIN THE FOLLOWING MINIMUM SEPARATION FROM ALL OTHER SEWERS: 4.1. 10' HORIZONTALLY FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE 4.2. 18" VERTICALLY FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE 5. CONTRACTOR REFER TO WATER AND SEWER SEPARATION DETAIL C15 ON C-601 FOR ALL WATER MAIN CROSSINGS. 6. ANY CONTRACTOR DAMAGE TO EXISTING PAVEMENT OR CURBS TO REMAIN SHALL BE REMOVED AND RESTORED TO PROPOSED SPECIFICATIONS. 7. FOR CLOSED LID STORM STRUCTURES, SANITARY MANHOLES AND WATER VAULT, FRAME AND COVER SHALL BE NEENAH R-1772 WITH TYPE B HD LID EMBOSSED WITH THE RESPECTIVE "STORM", "SANITARY", OR "WATER" AND "VILLAGE OF BUFFALO GROVE". SAN W E T C STORM SEWER SANITARY SEWER WATER LINE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE COMMUNICATIONS CABLE UTILITY CROSSINGS 1 2 6" SANITARY B.O.P. 661.50 18" STORM T.O.P. 660.32 8" WATER B.O.P. 661.44 18" STORM T.O.P. 659.94 G co STORM INLET STORM MANHOLE SANITARY MANHOLE CLEANOUT FIRE DEPARTMENT CONNECTIONFDC GAS METER TRANSFORMERT WATER VALVE VAULT LIMITS OF GRANULAR BACKFILL LIGHT POLE EAST LAKE COOK ROAD F. F . E . = 6 6 6 . 9 5 BE L L E T I R E 9, 8 0 0 S F W W C C CG G G G G G G G G G G G G T T T T E E E E E E E E E E E E E E E E E 4 8 8 15 G EXISTING RICKY ROCKETS DEVELOPMENT STR #RD RIM:666.87 INV OUT(W):663.40 10" STR #1.6 RIM:665.66 INV IN(S):661.73 12" INV IN(E):662.80 10" INV OUT(N):661.48 15" STR #1.3 RIM:665.56 INV OUT(SE):662.40 12" STR #1.5 RIM:665.66 INV IN(S):661.23 15" INV OUT(NE):661.23 15" STR #1.1 RIM:665.27 INV IN(S):661.78 12" INV OUT(N):661.78 12" 58' of 15" RCP @ 0.30% 84' of 15" RCP @ 0.30% 106' of 12" RCP @ 0.40% 11 7 ' o f 1 2 " R C P @ 0 . 4 0 % 1 1 5 ' o f 1 2 " R C P @ 0 . 7 0 % 18' of 12" RCP @ 0.50% 49' of 10" HDPE @ 1.21% co co S A N SAN LIGHT POLE (TYP.) STR #SAN CO 1 RIM:666.81 INV IN(S):661.90 6" INV OUT(NW):661.90 6" STR #SAN CO 2 RIM:666.33 INV IN(SE):661.43 6" INV OUT(W):661.43 6" 4' of 6" PVC SDR26 @ 1.50% 32' of 6" PVC SDR26 @ 1.50% 22' of 6" PVC SDR26 @ 5.00% STR. #1.4 (EXISTING) CONNECT TO EXISITNG STORM MANHOLE INV: 661.06, 15" PROPOSED INV: 658.65, 18" EXISTING ADJUST RIM ELEVATION TO FINISHED GRADE, PROPOSED RIM: 666.05 STR #1.7 RIM:665.32 INV OUT(N):662.15 12" 8" CL 52 D.I. WATER MAIN SPRINKLER ROOM. PROVIDE "KNOX-BOX" (SERIES 3200 OR 4400) WITH ENTRANCE KEY ON EXTERIOR OF BLDG. (SEE ARCH / PLUMBING PLANS) GAS SERVICE; COORDINATE WITH NICOR GAS WALL-MOUNTED FIRE DEPARTMENT CONNECTION OIL INTERCEPTOR SEE PLUMBING PLANS 3 7 . 4 3 ' C28 C-602 8"x8" TAPPING SLEEVE & VALVE CONNECTION RELOCATED FIRE HYDRANT ASSEMBLY 20' OF 4" PERF. HDPE UNDERDRAIN (TYP.) 20' OF 4" PERF. HDPE UNDERDRAIN (TYP.) CABLE UTILITY; COORDINATE WITH UTILITY PROVIDER TELEPHONE UTILITY; COORDINATE WITH UTILITY PROVIDER ELECTRIC TRANSFORMER WITH PAD; COORDINATE SERVICE WITH COMED COORDINATE PRIMARY ELECTRIC SERVICE WITH COMED CONNECT TO EXISTING SANITARY MANHOLE INV (SE): 660.33, 6" INV (N): 659.61, 8" EXISTING ADJUST RIM ELEVATION TO FINISHED GRADE, PROPOSED RIM: 666.35 STR. #1.0 (EXISTING) CONNECT TO EXISTING STORM MANHOLE INV IN(NW): 662.31, 12" INV IN(S): 660.97, 12" INV OUT (N): 658.01, 24" EXISTING ADJUST RIM ELEVATION TO FINISHED GRADE, PROPOSED RIM: 665.80 C25 C-602 PIPE CONNECTION TO EXISTING MANHOLE 1 2 6" SANITARY SERVICE, INV:661.98 STR #1.2 RIM:665.44 INV OUT(N):662.25 12" co STR #1.8 RIM:665.48 INV IN(S):657.92 24" INV OUT(N):657.92 24" STR #1.8 IS A CDS STRUCTURE. CONNECT EXISTING 24" RCP TO PROPOSED STRUCTURE. NOTE: ALL STORM SEWER FRAMES AND GRATES/LIDS SHALL BE MARKED WITH "DUMP NO WASTE" AND "DRAINS TO CREEK". STORM STRUCTURE TABLE NAME 1.0 (EX.) 1.1 1.2 1.3 1.4 (EX.) 1.5 1.6 1.7 1.8 RD DESCRIPTION Manhole, 48" (Closed) Manhole, 48" (Curb) Manhole, 48" (Curb) Manhole, 48" (Curb) Manhole, 48" (Closed) Manhole, 48" (Curb) Manhole, 48" (Curb) Manhole, 48" (Curb) Manhole, 48" (Closed) Cleanout RIM 665.80 665.27 665.44 665.56 666.05 665.66 665.66 665.32 665.48 666.87 INVERTS 12" RCP (S): 660.97 12" RCP (NW): 662.31 18" RCP (W): 658.06 24" RCP (N): 658.01 12" RCP (S): 661.78 12" RCP (N): 661.78 12" RCP (N): 662.25 12" RCP (SE): 662.40 15" RCP (SW): 661.06 18" RCP (E): 658.65 15" RCP (S): 661.23 15" RCP (NE): 661.23 12" RCP (S): 661.73 10" HDPE (E): 662.80 15" RCP (N): 661.48 12" RCP (N): 662.15 24" RCP (S): 657.92 24" RCP (N): 657.92 10" HDPE (W): 663.40 CASTING DETAIL R-3281-A EXISTING EXISTING R-3281-A R-3281-A R-3281-A R-3281-A R-3281-A C18 C601 C17 C601 C17 C601 C18 C601 C18 C601 C17 C601 C23 C602 C26 C602 UTILITY PLAN C-400 Know what's R 02040 1" = 20' F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 52 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) HEAVY DUTY ASPHALT PAVEMENTC01N.T.S. 1.5" HMA SURFACE COURSE, MIX "D", N50 IDOT SECTION 406 TACK COAT (0.05-0.10 GAL/SY) IDOT SECTION 406 3.5" HMA BINDER COURSE, IL-19.0, N50 IDOT SECTION 406 PRIME COAT (0.25-0.50 GAL/SY) IDOT SECTION 403 10" AGGREGATE BASE, CA-6 CRUSHED STONE IDOT SECTION 351 PREPARED SUBGRADE COMPACTED TO DRY DENSITY OF AT LEAST 98% STANDARD PROCTOR MAX DRY DENSITY (ASTM D698) NOTES: 1. PAVEMENT SHALL CONFORM TO CURRENT IDOT AND VILLAGE OF BUFFALO GROVE STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL COMPLY WITH GEOTECHNICAL REPORT RECOMMENDATIONS. LIGHT DUTY ASPHALT PAVEMENTC02N.T.S. 1.5" HMA SURFACE COURSE, MIX "D", N50 IDOT SECTION 406 TACK COAT (0.05-0.10 GAL/SY) IDOT SECTION 406 3" HMA BINDER COURSE, IL-19.0, N50 IDOT SECTION 406 PRIME COAT (0.25-0.50 GAL/SY) IDOT SECTION 403 6" COMPACTED AGGREGATE BASE, CA-6 CRUSHED STONE IDOT SECTION 351 PREPARED SUBGRADE COMPACTED TO DRY DENSITY OF AT LEAST 98% STANDARD PROCTOR MAX DRY DENSITY (ASTM D698) NOTES: 1. PAVEMENT SHALL CONFORM TO CURRENT IDOT AND VILLAGE OF BUFFALO GROVE STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL COMPLY WITH GEOTECHNICAL REPORT RECOMMENDATIONS. CONCRETE PAVEMENTC03N.T.S. 8" P.C. CONCRETE PAVEMENT (IDOT CLASS PV) 4000 PSI MIN. IDOT SECTION 420 6"x6", W2.9xW2.9 WELDED WIRE FABRIC 4" AGGREGATE BASE, CA-6 CRUSHED STONE IDOT SECTION 351 PREPARED SUBGRADE COMPACTED TO DRY DENSITY OF AT LEAST 98% STANDARD PROCTOR MAX DRY DENSITY (ASTM D698) IDOT SECTION 301 NOTES: 1. REFER TO CONCRETE JOINT DETAIL ON THIS SHEET. 2. PAVEMENT SHALL CONFORM TO CURRENT IDOT AND VILLAGE OF BUFFALO GROVE STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR SHALL COMPLY WITH GEOTECHNICAL REPORT RECOMMENDATIONS. CONCRETE SIDEWALKC04N.T.S. 6" P.C. CONCRETE PAVEMENT (IDOT CLASS SI) 4000 PSI MIN. IDOT SECTION 424 4" AGGREGATE BASE, CA-6 CRUSHED STONE IDOT SECTION 351 PREPARED SUBGRADE COMPACTED TO DRY DENSITY OF AT LEAST 98% STANDARD PROCTOR MAX DRY DENSITY (ASTM D698) IDOT SECTION 301 NOTES: 1. EXPANSION JOINTS SHALL BE PROVIDED WHERE WALK ABUTS BACK OF CURB, CONCRETE PAVEMENT, EXISTING WALK, UTILITY APPURTENANCES AND CHANGE OF DIRECTION. 2. SIDEWALKS SHALL CONFORM TO CURRENT ADA ACCESSIBILITY GUIDELINES. 3. APPLY MEMBRANE CURING COMPOUND PER IDOT SECTIONS 1022 AND 1022 REQUIRED. 18"6"7"6" R1" 6" 6"12" 1" D THICKNESS 9" MIN.12 D 4" MIN. B6.12 - CURB AND GUTTERC05N.T.S. 2 - #6 x 18" COATED SMOOTH DOWEL BARS WITH GREASED CAPS AT EXPANSION JOINTS. SEE JOINT DETAIL ABOVE. 4" MIN. COMPACTED AGGREGATE BASE CA-7 OR CA-11 CRUSHED STONE NOTES: 1. CURB AND GUTTER SHALL CONFORM TO CURRENT IDOT AND VILLAGE OF BUFFALO GROVE STANDARD SPECIFICATIONS. 2. CONTRACTION JOINTS SHALL BE 2" DEEP AND AT 10' INTERVALS TYP. 3. SAWCUTS SHALL BE MADE WITHIN 24 HRS AND SEALED PER IDOT SPECS. 3. EXPANSION JOINTS SHALL BE AT 60' MAX INTERVALS, 5' FROM DRAINAGE STRUCTURES, PC'S, PT'S, ADJACENT TO RIGID PAVEMENTS, AND AT THE END OF EACH POUR. 4. THREE (3) DRILLED AND GROUTED NO. 5 REINFORCING BARS OR EXPANSION TIE ANCHORS, 58" IN DIAMETER, SHALLBE USED TO TIE THE NEW CURB AND GUTTER TO THE EXISTING CURB AND GUTTER ON EACH SIDE. IDOT CLASS SI CONCRETE6% SLOPE 18"6"7"6" R1" 6" 6"12" 1" D THICKNESS 9" MIN.12 D 4" MIN. REVERSE PITCH - B6.12 - CURB AND GUTTERC06N.T.S. 4" MIN. COMPACTED AGGREGATE BASE CA-7 OR CA-11 CRUSHED LIMESTONE IDOT CLASS SI CONCRETE 6% SLOPE DEPRESSED - B6.12 - CURB AND GUTTERC07N.T.S. CONCRETE PAVEMENT THICKENED EDGEC08N.T.S. 18" 6"7"6" R1" 1.5" R1" 7"12" D THICKNESS 9" MIN.12 D 4" MIN. 2 - #6 COATED DOWEL BARS AT EXPANSION JOINTS SEE JOINT DETAILS 4" MIN. COMPACTED AGGREGATE BASE CA-7 OR CA-11 CRUSHED LIMESTONE IDOT CLASS SI CONCRETE 6% SLOPE CONTRACTION JOINT EXPANSION JOINT T 1/4 T ISOLATION JOINT 4'-6' MAX 30' O.C. MAX SEE NOTE 1 AT IMMOVABLE OBJECT OR FACE OF STRUCTURE 1/2"3/4" PREMOLDED JOINT FILLER 1/8"TOOLED JOINT HOT POURED JOINT SEALER 1/2" DEEP EXPANSION JOINT 3/4" PREMOLDED JOINT FILLER HOT POURED JOINT SEALER 1" DEEP 1" 18" 2 - #6 x 18" COATED SMOOTH DOWEL BARS WITH GREASED CAPS AT EXPANSION JOINTS. SEE JOINT DETAIL ABOVE. EXPANSION JOINT 3/4" PREMOLDED JOINT FILLER HOT POURED JOINT SEALER 1" DEEP 1" 18" EXPANSION JOINT 3/4" PREMOLDED JOINT FILLER HOT POURED JOINT SEALER 1" DEEP 1" 18" NOTES: 1. CURB AND GUTTER SHALL CONFORM TO CURRENT IDOT AND VILLAGE OF BUFFALO GROVE STANDARD SPECIFICATIONS. 2. CONTRACTION JOINTS SHALL BE 2" DEEP AND AT 10' INTERVALS TYP. 3. SAWCUTS SHALL BE MADE WITHIN 24 HRS AND SEALED PER IDOT SPECS. 3. EXPANSION JOINTS SHALL BE AT 60' MAX INTERVALS, 5' FROM DRAINAGE STRUCTURES, PC'S, PT'S, ADJACENT TO RIGID PAVEMENTS, AND AT THE END OF EACH POUR. 4. THREE (3) DRILLED AND GROUTED NO. 5 REINFORCING BARS OR EXPANSION TIE ANCHORS, 58" IN DIAMETER, SHALLBE USED TO TIE THE NEW CURB AND GUTTER TO THE EXISTING CURB AND GUTTER ON EACH SIDE. NOTES: 1. CURB AND GUTTER SHALL CONFORM TO CURRENT IDOT AND VILLAGE OF BUFFALO GROVE STANDARD SPECIFICATIONS. 2. CONTRACTION JOINTS SHALL BE 2" DEEP AND AT 10' INTERVALS TYP. 3. SAWCUTS SHALL BE MADE WITHIN 24 HRS AND SEALED PER IDOT SPECS. 3. EXPANSION JOINTS SHALL BE AT 60' MAX INTERVALS, 5' FROM DRAINAGE STRUCTURES, PC'S, PT'S, ADJACENT TO RIGID PAVEMENTS, AND AT THE END OF EACH POUR. 4. THREE (3) DRILLED AND GROUTED NO. 5 REINFORCING BARS OR EXPANSION TIE ANCHORS, 58" IN DIAMETER, SHALLBE USED TO TIE THE NEW CURB AND GUTTER TO THE EXISTING CURB AND GUTTER ON EACH SIDE. 6"x6", W1.4xW1.4 WELDED WIRE FABRIC 8"10" 3.5" 10"4" 1.5" 5" 10' OR FULL PANEL HEAVY DUTY CONCRETE PAVEMENT DETAIL C03 THIS SHEET HEAVY DUTY ASPHALT PAVEMENT DETAIL C01 THIS SHEET NOTES: 1. BASED ON WETNESS OF UNDERLYING SOILS, CONTRACTOR MAY INSTALL 6" PERFORATED HDPE UNDERDRAIN IN WASHED CA-7 GRAVEL. CONTRACTOR TIE TO NEAREST STORM STRUCTURE. COORDINATE WITH ENGINEER PRIOR TO CONSTRUCTION. 6"12" 12" OPTIONAL PAVEMENT UNDERDRAIN CONCRETE PAVEMENT JOINTSC09 TRANSVERSE CONTRACTION JOINT T T/3 SAWED GROOVE 1/8" MIN. LOGITUDINAL CONSTRUCTION JOINT 5/8" MIN. 1/8" 1/4" HOT POURED JOINT SEALER #6x24" TIE BARS @ 36" O.C. T/2 8" T PREFORMED OR DRILLED HOLE (BAR SIZE + 1/4") FIRST POUR SECOND POUR (TIE BAR GROUTED IN PLACE) TRANSVERSE EXPANSION JOINT (FOR PAVEMENTS WITH EQUAL THICKNESS) LONGITUDINAL SAWED JOINT T T/2 HOT POURED JOINT SEALER HOT POURED JOINT SEALER SEALING DETAIL FINISH CORNERS WITH EDGER FINISH CORNERS WITH EDGER PREFORMED FLEXIBLE FOAM JOINT FILLER PREFORMED CLOSED CELL PLASTIC JOINT FILLER T T/3 SAWED GROOVE 3/16" MAX. SEE SEALING DETAIL BELOW 9"9" 4" 2"EXPANSION CAP * * EXPANSION CAPS SHALL BE INSTALLED ON THE EXPOSED END OF EACH DOWEL BAR ONCE THE HEADER HAS BEEN REMOVED AND THE JOINT FILLER MATERIAL HAS BEEN INSTALLED. 2" 3/4" 1/4" 2" 3/4" 1/4" 1/4" SAND 10" OR GREATER 1 12" 8" THRU 9.99"1 14" LESS THAN 8"1" DOWEL BAR TABLE PAVEMENT THICKNESS DOWEL BAR DIAMETER N.T.S. 60'-0" NOTE: 1. FLAG POLE PROVIDED AND INSTALLED BY OWNER CONTRACTOR TO PROVIDE AND INSTALL UNDERGROUND ELECTRICAL. TAPERED SPUN ALUM. 60' FLAG POLE W/ INTERNAL HALYARD ACCESS PANEL W/ LOCK ALUMINUM BASE COVER T.O. FOUNDATION TO BE SET ABOVE GRADE TO PROTECT POLE AGAINST LAWN CARE WOOD LEVELING WEDGES POURED CONCRETE FOUNDATION SILICA SAND PACKED BETWEEN ALUM. POLE & SLEEVE GALVANIZED, CORRUGATED SLEEVE W/ GROUNDING ROD & LEVELING PLATE @ BOTTOM - EMBED INTO GROUND 12" ALUMINUM BALL W/ THREADED ROD CAST HALYARD TRUCK ASSEMBLY W/ THREADED ROD SET INTO TOP OF POLE 20' WIDE X 30' HIGH AMERICAN FLAG COUNTER WEIGHT W/ BEADED RING 24"Ø CONC. BASE @ 42" BELOW FIN. GRADE GROUND MOUNTED FIXTURES ("HJ") DIRECTED UPWARDS FOR FLAG ILLUMINATION & WIRED TO SWITCH INSIDE BUILDING FLAG POLE (PROVIDED BY OWNER)C13 N.T.S. MIN. 10% OF POLE HEIGHT 6" P.C. CONCRETE PAVEMENT (IDOT CLASS PV) 4000 PSI MIN. IDOT SECTION 420 6"x6", W2.9xW2.9 WELDED WIRE FABRIC 4" AGGREGATE BASE, CA-6 CRUSHED STONE IDOT SECTION 351 PREPARED SUBGRADE COMPACTED TO DRY DENSITY OF AT LEAST 98% STANDARD PROCTOR MAX DRY DENSITY (ASTM D698) IDOT SECTION 301 NOTES: 1. REFER TO CONCRETE JOINT DETAIL ON THIS SHEET. 2. PAVEMENT SHALL CONFORM TO CURRENT IDOT AND VILLAGE OF BUFFALO GROVE STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR SHALL COMPLY WITH GEOTECHNICAL REPORT RECOMMENDATIONS. LIGHT DUTY (BID ALTERNATE)HEAVY DUTY INTEGRAL WALK & CURBC11N.T.S. PAVEMENT MAX 2% SLOPE 5" 4" R1" TOOLED ROUND EDGE 6"6" 6" 9" MIN. TOOLED CONTRACTION JOINT 1/8" WIDE, MIN. 1 1/2" DEPTHP.C. CONCRETE SIDEWALK TRANSVERSE BROOM FINISH 4" AGGREGATE BASE CA-6 CRUSHED STONE 6"x6", W1.4xW1.4 WELDED WIRE FABRIC PLACED MID-DEPTH (2)-#4 CONTINUOUS BARS TOP AND BOTTOM PREPARED SUBGRADE 3" 3" NOTES: 1. SEE SIDEWALK DETAIL FOR ADDITIONAL JOINT REQUIREMENTS. 2. SIDEWALKS SHALL CONFORM TO CURRENT ADA ACCESSIBILITY GUIDELINES. 3. APPLY MEMBRANE CURING COMPOUND PER IDOT SECTIONS 1022 AND 1022 REQUIRED. DETECTABLE WARNING & PEDESTRIAN PUSHBUTTONC12N.T.S. GEOTEXTILE FABRIC (LING GTF 225EX OR EQUAL)GEOTEXTILE FABRIC (LING GTF 225EX OR EQUAL) CURB FLARES FOR SIDEWALKSC10N.T.S. F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE DETAILS C-600 Know what's R 2.2.b Packet Pg. 53 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) PEDESTRIAN ROUTE 8' 8' 4" WIDE DOUBLE COATED YELLOW PAVEMENT PAINT PAINTED ACCESSIBLE PAVEMENT MARKING SEE BELOW 2% MAX 4" WIDE DOUBLE COATED YELLOW PAVEMENT PAINT @ 24" O.C. AT 45 DEGREES 45° 8' NOTE: 1. ACCESSIBLE PARKING SPACES SHALL FOLLOW CURRENT ADA ACCESSIBLE GUIDELINES. PLEASE REFER TO SITE PLAN FOR ACTUAL DIMENSIONING THAT MAY BE MORE STRINGENT. VAN ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SPACESC14 4' 5' NOTES: 1. BOLLARD NOT REQUIRED IF ACCESSIBLE SIGNAGE IS LOCATED IN GRASS AND OVER THREE (3) FEET BEYOND THE BACK OF CURB. 2. BOLLARD SHALL BE IDEAL SHIELD 1/8" STANDARD BOLLARD COVER, 1.90" OUTSIDE DIAMETER, 1/8" NOMINAL WALL THICKNESS, COLOR OSHA YELLOW WITH RED REFLECTIVE STRIPES, DOME TOP PLASTIC CAP. 1" 1" ACCESSIBLE PARKING SIGN R7-8 (12"x18") "VAN ACCESSIBLE" SIGN (12"x6") SIGN TYPE R7-I101P (12"x6") PAINTED GALVANIZED STEEL POST 2" O.D. 6" YELLOW BOLLARD COVER. FIELD DRILL FOR POST. (SEE NOTES 1 & 2) 4" PRIMED PIPE BOLLARD, STRIKE CONCRETE FLUSH WITH TOP OF PIPE. (SEE NOTE 1) TOP OF CURB OR PAVEMENT 12" DIA. x 36" DEEP CONCRETE FOOTING 6" N.T.S. TYPICAL ACCESSIBLE PARKING SPACES 3.5' MIN. C OF PARKING SPACEL 6" 1'-0" 2'-0"5° 67° 1'-0" 1'-6"3" 4" 1'-0" R1'-8" R2'-0" ACCESSIBLE PAVEMENT MARKING ACCESSIBLE PARKING SIGN 6' LENGTH MIN. DOUBLE DRAIN PRECAST CONCRETE PARKING BUMPER WHICH MAY OR MAY NOT BE NEEDED PER SITE PLAN. R6" 4" WIDE DOUBLE COATED YELLOW PAVEMENT PAINT STORM MANHOLE, TYPE AC18 N.T.S. 24" JOINT SEALANT SEE TABLE BELOW T D CIRCULAR T INLET OUTLET NOTES: 1. ALL STORM SEWER FRAMES AND GRATES/LIDS SHALL BE MARKED W/ "DUMP NO WASTE" AND "DRAINS TO CREEK". 2. MANHOLES MUST CONFORM TO ASTM C478. IN PAVED AREAS, ADJUSTING RINGS AND FRAME SHALL BE SET IN IDOT CLASS SI MIX CONCRETE. 3. WHEN UTILITY STRUCTURE ADJUSTMENT NECESSARY, A MINIMUM OF TWO ADJUSTING RINGS (MIN. 6" ADJUSTING HEIGHT) AND MAXIMUM OF THREE RINGS (MAX. 10" ADJUSTING HEIGHT). NO 1" OR 2" CONCRETE RINGS ALLOWED. UNDER PAVED AREAS, TOP RING SHOULD BE RUBBER. USE ONE (1) EJIW INFRA-RISER RUBBER COMPOSITE. 4. MANHOLE STEPS SHALL BE GREY CAST IRON ASTM A-48 OR POLYPROPYLENE COATED STEEL REINFORCING RODS WITH LOAD AND PULLOUT RATINGS MEETING OSHA STANDARDS. 5. MANHOLE MATERIAL AND CONSTRUCTION SHALL BE PER LOCAL OR STATE DOT REQUIREMENTS, WHICHEVER MORE STRINGENT. 1. TONGUE AND GROOVE JOINTS - USE (2) PREFORMED BUTYL FLEXIBLE GASKET-TYPE JOINT SEALANT PER ASTM C990 2. CONFINED O-RING JOINTS - USE RUBBER GASKET PER ASTM C 443 MORTAR ALL PIPE PENETRATIONS INTERNALLY AND EXTERNALLY ADJUSTING RINGS FRAME AND CASTING PER PLANS AND VILLAGE APPROVED LIST B 4" MIN. CA-7 BEDDING6" MIN. PRECAST REINFORCED CONCRETE SECTIONS D T (MIN.)B 4' 5' 6' 5" 6" 7" 6" 8" 8" CONCRETE FILLET IDOT CLASS SI MIX PRECAST CONCRETE BASE INTEGRAL W/ SIDEWALL 8" REINFORCED FLAT TOP WHERE TOO SHALLOW FOR ECCENTRIC CONE MANHOLE STEPS 16" O.C. PREFORMED BUTYL FLEXIBLE GASKET-TYPE SPEC. ASTM C990 ASTM C443 IDOT SEC. 1055 JOINT SEALANT RUBBER GASKET MASTIC EXTERNAL SEALING BAND ASTM C877 SANITARY MANHOLEC21N.T.S. 24" T D CIRCULAR T INLET OUTLET NOTES: 1. MANHOLES MUST CONFORM TO ASTM C478. IN PAVED AREAS, ADJUSTING RINGS AND FRAME SHALL BE SET IN IDOT CLASS SI MIX CONCRETE. 2. ALL JOINTS SHALL BE TONGUE AND GROOVE. 3. BENCHES MUST BE PROVIDED IN ALL SANITARY SEWER MANHOLES. 4. WHEN UTILITY STRUCTURE ADJUSTMENT NECESSARY, A MINIMUM OF TWO ADJUSTING RINGS (MIN. 6" ADJUSTING HEIGHT) AND MAXIMUM OF THREE RINGS (MAX. 10" ADJUSTING HEIGHT). NO 1" OR 2" CONCRETE RINGS ALLOWED. UNDER PAVED AREAS, TOP RING SHOULD BE RUBBER. USE ONE (1) EJIW INFRA-RISER RUBBER COMPOSITE. 5. MANHOLE STEPS SHALL BE POLYPROPYLENE COATED STEEL REINFORCING RODS WITH LOAD AND PULLOUT RATINGS MEETING OSHA STANDARDS. 6. MANHOLE MATERIAL AND CONSTRUCTION SHALL BE PER LOCAL OR STATE DOT REQUIREMENTS, WHICHEVER MORE STRINGENT. ALL SANITARY MANHOLE CASTINGS, ADJUSTING RINGS AND MANHOLE SECTIONS SHALL BE SET IN PREFORMED FLEXIBLE BUTYL GASKET OR APPROVED EQUAL. ALL JOINTS SHALL ALSO BE EXTERNALLY SEALED WITH A 9" WIDE SEALING BAND. SEE TABLE BELOW AND SANITARY NOTE 2.3 ON SHEET C-002. FRAME AND CASTING PER PLANS AND VILLAGE APPROVED LIST B 4" MIN. CA-7 BEDDING6" MIN. PRECAST REINFORCED CONCRETE SECTIONS D T (MIN.)B 4' 5' 6' 5" 6" 7" 6" 8" 8" BENCHWALL TO HALF DIAMETER OF MAIN PRECAST CONCRETE BASE INTEGRAL W/ SIDEWALL 8" REINFORCED FLAT TOP WHERE TOO SHALLOW FOR ECCENTRIC CONE MANHOLE STEPS 16" O.C. PREFORMED BUTYL FLEXIBLE GASKET-TYPE SPEC. ASTM C990 IDOT SEC. 1055 JOINT SEALANT MASTIC EXTERNAL SEALING BAND ASTM C877-02 EXTERNAL CHIMNEY SEALS REQUIRED ON ALL NEW MANHOLES (AND EXISTING MANHOLES BEING ADJUSTED) PER ASTM C923. INTERNAL CHIMNEY SEAL REQUIRED ON EXISTING MANHOLES, WHERE NECESSARY. SEE NOTES 2.5 AND 2.6 ON SHEET C-002. 1"/FT. MIN. SLOPE INTEGRAL FLEXIBLE BOOT CONNECTOR W/ 2 STAINLESS STEEL BANDS PER ASTM C923 PROVIDE 3" VERTICAL LIP ON CONE SECTION INLET, TYPE AC17N.T.S. CONCRETE FILLET IDOT CLASS SI MIX 3% MAX JOINT SEALANT SEE TABLE ON STORM MANHOLE DETAIL 24" ADJUSTING RINGS SEE NOTES 1 AND 2 ON STORM MANHOLE DETAIL FRAME AND CASTING PER PLANS AND VILLAGE APPROVED LIST 4" MIN. CA-7 BEDDING4"6" MIN. 16" MIN. 72" MAX MORTAR ALL PIPE PENETRATIONS INTERNALLY AND EXTERNALLY 4"24" DIA. CIRCULAR NOTES: 1. ALL STORM SEWER FRAMES AND GRATES/LIDS SHALL BE MARKED W/ "DUMP NO WASTE" AND "DRAINS TO CREEK". 2. INLET MUST CONFORM TO ASTM C478. IN PAVED AREAS, ADJUSTING RINGS AND FRAME SHALL BE SET IN IDOT CLASS SI MIX CONCRETE. 4" PERFORATED HDPE UNDERDRAINS TYP. 2' DEEP FROM FINISHED GRADE WATER AND SEWER SEPARATION REQUIREMENTSC15N.T.S. CLOSED LID STORM FRAME SHALL BE NEENAH R-1772 WITH LID TYPE "B" EMBOSSED WITH "STORM SEWER" AND "VILLAGE OF BUFFALO GROVE" N.T.S. TRENCH BACKFILLC16N.T.S. STORM SEWER MANHOLE LIDC19N.T.S. SUBSURFACE DRAINAGEC20N.T.S. FRAME SHALL BE NEENAH R-1772 WITH LID TYPE "B" EMBOSSED WITH "SANITARY SEWER" AND "VILLAGE OF BUFFALO GROVE" THE PERFORATED PVC DRAINTILE SHALL BE COVEREDWITH A FILTER SOCK AND CAPPED ON THE ENDS. F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE DETAILS C-601 Know what's R 2.2.b Packet Pg. 54 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) NOTES: 1. MACHINE CORE/DRILL CIRCULAR OPENING IN STRUCTURE WALL. OPEN DIAMETER TO FIT THE REQUIRED RESILIENT CONNECTOR PER MANUFACTURER'S RECOMMENDATION. 2. CUT, SHAPE, AND SLOPE NEW INVERT CHANNEL IN THE EXISTING CONCRETE BENCH FOR SMOOTH FLOW. 3. CLEAN EXISTING STRUCTURE AND SEWER PIPE OF ANY DIRT, CONCRETE, OR DEBRIS WHICH MAY ACCUMULATE DURING THE CONSTRUCTION PROCESS. 4. ANY DAMAGE TO EXISTING MANHOLE SHALL BE REPAIRED BY THE CONTRACTOR. EXISTING MANHOLE MACHINE CORE DRILL CONCRETE WALL (SEE NOTE 2) PROVIDE CONCRETE BENCH AND FLOWLINE TO OBTAIN SMOOTH FLOW (SEE NOTE 3) INTERNAL EXPANDING STAINLESS STEEL BAND PROPOSED SANITARY SEWER (SIZE AS SHOWN ON PLANS) WATERTIGHT RESILIENT CONNECTOR CONFORMING TO ASTM C 923 WITH (2)-STAINLESS STEEL BANDS 1" MAX45° BEND FINISHED GRADE STORM AND SANITARY CLEANOUTC23N.T.S. FINISHED GRADE TAPPING SLEEVE AND VALVE CONNECTIONC28N.T.S. VALVE BOX LID MARKED WITH "WATER" ADJUSTABLE CAST IRON VALVE BOX TYLER CAST IRON 664-S, RUBBER VALVE BOX STABILIZER REQUIRED 6" SELF-CENTERING ALIGNMENT RING TOP OF NUT BOTTOM OF BONNET VALVE BOXC27N.T.S. GATE VALVE WRAP W/ V-BIO POLYETHYLENE ENCASEMENT PRIOR TO INSTALLING SUPPORT OR THRUST BLOCK (IF REQUIRED) EX I S T I N G MA I N EX I S T I N G MA I N TAPPING VALVE W/ VALVE BOX MECHANICAL JOINTS W/ MEGALUGS (EBAA IRON) JOINT RESTRAINTS TAPPING SLEEVE FLANGED OUTLET WRAP W/ V-BIO POLYETHYLENE ENCASEMENT PRIOR TO INSTALLING ANY SUPPORT MECHANICAL JOINT W/ MEGALUGS (EBAA IRON) JOINT RESTRAINTS SUPPORT BLOCK CAST IRON CLEANOUT ZURN Z-1402 OR APPROVED EQUAL IN PAVED AREAS PVC PLUG IN GRASS AREAS 20"x20"x12" CONCRETE PAD (IN PAVED AREAS) WYE FITTING FIRE HYDRANT ASSEMBLYC30N.T.S. SEE VALVE BOX DETAIL FIRE HYDRANT SEE NOTES ON C-002 FACTORY INSTALLED THREADLESS 5-1/4" STORZ QUICK CONNECT COUPLING AS REQUIRED (2) 2-1/2" HOZE NOZZLES FINISHED GRADE 2" MIN 4" MAX COURSE AGGREGATE LEAVE DRAIN OPENING CLEAR SUPPORT BLOCK SUPPORT BLOCK PLASTIC SHEATING OR FILTER FABRIC PLACED OVER DRAIN FIELD PER AHJ 6" M.J. GATE VALE W/ MEGALUG JOINT RESTRAINTS NOTES: 1. FIRE HYDRANT ASSEMBLY SHALL BE MODIFIED AS REQUIRED BY FIRE DEPARTMENT AND AUTHORITY HAVING JURISDICTION REQUIREMENTS. 2. ALL WATER MAIN AND APPURTENANCES SHALL BE WRAPPED W/ V-BIO POLYETHYLENE ENCASEMENT OR APPROVED EQUAL PRIOR TO ANY SUPPORT INSTALLATION. 3. RESTRAINED JOINTS SHALL BE USED IN ALL LOCATIONS 4. RESTRAINED JOINTS SHALL BE MEGALUG SUPPORT BLOCK ANCHOR COUPLING M.J. W/ MEGALUG JOINT RESTRAINTS COURSE AGGREGATE PAINT HYDRANT PER AHJ AND FIRE DEPT. REQUIREMENT RIGID PIPE INSTALLATION DETAILFLEXIBLE PIPE INSTALLATION DETAIL REMOVE ANY UNSUITABLE MATERIAL AND REPLACE INITIAL BACKFILL MECHANICALLY COMPACTED IN MAX 6" LIFTS FINAL BACKFILL SEE NOTE 2 12" MIN.HAUNCHING TO SPRINGLINE, COMPACTED IN MAX 6" LIFTS BEDDING 1/4 O.D. ( 4" MIN, 8" MAX) NOTES: 1. PIPE BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS SHALL BE IDOT FA-1, FA-2, FA-6 OR FA-20 (TYP.). 2. FINAL BACKFILL UNDER AND WITHIN TWO FEET (2') OF PAVEMENT, SIDEWALK OR CURB AND GUTTER, SHALL BE APPROVED MECHANICALLY COMPACTED GRANULAR BACKFILL (IDOT CA-6 TYP.) TO PAVEMENT SUBGRADE IN 6" LIFTS. NON-STRUCTURAL AREAS MAY BE BACKFILLED AND MECHANICALLY COMPACTED WITH APPROVED EXCAVATED MATERIALS OR CONTROLLED LOW-STRENGTH MATERIAL PER GEOTECHNICAL RECOMMENDATIONS. 3. ALL TRENCH EXCAVATIONS SHALL MEET CURRENT OSHA STANDARDS. TRENCH WIDTH TRENCH WIDTH PAVEMENT SUBGRADE OR BELOW TOPSOIL IN GRASS AREAS 12" + O.D. + 12" WHEN ≤5 FT. 18" + O.D. + 18" WHEN >5 FT. 12" + O.D. + 12" WHEN ≤5 FT. 18" + O.D. + 18" WHEN >5 FT. PVC AND HDPE DUCTILE IRON 5' MIN. COVER TO TOP OF PIPE 5' MIN. COVER TO TOP OF PIPE MATERIALS LETTING DRAINAGE STRUCTUREC31N.T.S. SANITARY SEWER MANHOLE LIDC22N.T.S. VALVE VAULT LIDC29N.T.S. C25 N.T.S. PIPE CONNECTION TO EXISTING MANHOLE WATER MAIN TRENCH SECTIONS, TYPICALC24N.T.S. CDS STRUCTUREC26N.T.S. F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE DETAILS C-602 Know what's R 2.2.b Packet Pg. 55 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 56 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 57 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 3 2.2.b Packet Pg. 58 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Customer Approval / Signature Belle Tire 704 E Lake look Road Buffalo Grove, IL 60089 August 23, 2023 Signature:Date: revised August 24, 2023 revised October 3, 2023 2.2.b Packet Pg. 59 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) F. F . E . = 6 6 6 . 9 5 BE L L E T I R E 9, 8 0 0 S F 4 8 8 15 EXISTING RICKY ROCKETS DEVELOPMENT EAST LAKE COOK ROAD 18'10'20' 9' 9'8'8'8'8' 20 ' 24 ' 7' 5'5'12'17.68' 0.58' 7.3' 9' 25' 5' 5' 18'30' 6'24' 9' 0.58' 5' 0.58' 11' 0.58' 14.85' 5' 57.0 4 ' 1. 2 7 ' 3. 3 1 ' 84.59' R2' R5 ' R 1 0 ' R3 0 ' R20'R5' R 3 ' R3' 0. 5 8 ' 17 . 0 5 ' 51 . 7 9 ' 53.41' 47.48' 73 . 4 6 ' 1' 1' 1' 81.24'36.13'3' 23 . 9 ' R 5 ' R74' R3' R3' R3' 11 ' 3' R60 ' R5' GROUND SIGN. SEE ARCHITECTURAL PLANS C13 C-600 60' FLAG POLE 20'x30' FLAG C08 C-600 CONCRETE PAVEMENT THICKENED EDGE CURB TRANSITION TRANSFORMER PAD PER COMED STANDARDS ACCESSIBLE PARKING STALLS TO BE STRIPED WITH YELLOW PAINT, SPECIFICALLY FOR PAVEMENT STRIPING (SEE DETAIL C14 ON C601) C05 C-600 B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS C11 C-600 INTEGRAL WALK & CURB EXTERIOR DOORS. SEE ARCHITECTURAL PLANS. OVERHEAD DOORS (10). SEE ARCHITECTURAL PLANS. 4" WIDE PAINTED WHITE PARKING STRIPE (TYP.) 4" WIDE PAINTED WHITE PARKING STRIPE (TYP.) C06 C-600 REVERSE PITCH, B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER C05 C-600 B-6.12 CURB & GUTTER R2 0 ' R30 ' 5' 3' 3'34.07' 29 . 5 4 ' C05 C-600 B-6.12 CURB & GUTTER GROUND SIGN. SEE ARCHITECTURAL PLANS C14 C-601 ACCESSIBLE PARKING SIGN 21 . 5 8 ' 24.33' 3' LIGHT POLE (TYP.) MEET EXISTING CURB AND GUTTER, TYP. MEET EXISTING CURB AND GUTTER, TYP. MEET EXISTING CURB AND GUTTER, TYP. LEVEL LANDING HANDRAILS R5' LEGEND NOTES 1. REFER TO GENERAL NOTES ON SHEET C-001 and C-002 FOR ADDITIONAL INFORMATION. 2. THE BASIS FOR THE GEOMETRIC LAYOUT IS THE WESTERN PROPERTY LINE. 3. DIMENSIONS ARE TO EDGE OF PAVEMENT IN ALL PAVED AREAS, BACK OF CURB IN GRASS/LANDSCAPE AREAS AND OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 4. ANY CONTRACTOR DAMAGE TO EXISTING PAVEMENT OR CURBS TO REMAIN SHALL BE REMOVED AND RESTORED TO PROPOSED SPECIFICATIONS. 5. EXISTING CONDITIONS ARE AS SHOWN PER SURVEY BY OTHERS. SITE SUMMARY LOT SIZE: ±1.063 AC. ZONING: B-3 PLANNED BUSINESS CENTER DISTRICT BUILDING SIZE: 9,800 S.F. BUILDING SETBACKS: FRONT 50 FT. SIDE (EAST) 25 FT. SIDE (WEST) 0 FT. REAR 0 FT. SURROUNDING ZONING: NORTH = B-3 PLANNED BUSINESS CENTER DISTRICT SOUTH = HIGHWAY E. LAKE COOK ROAD EAST = I INDUSTRIAL DISTRICT WEST = B-3 PLANNED BUSINESS CENTER DISTRICT MAX LOT COVERAGE (90%): 81.5% PARKING SUMMARY MIN. SIZE: 9 FT. x 18 FT. MIN. DRIVE WIDTH: 24 FT. MIN. SPACES REQUIRED: SPACES PROVIDED: 35 ADA SPACES REQUIRED: 2 ADA SPACES PROVIDED: 2 NO. OF PARKING STALLS: 33 C01 C-600 HEAVY DUTY ASPHALT PAVEMENT C02 C-600 LIGHT DUTY ASPHALT PAVEMENT C03 C-600 HEAVY DUTY CONCRETE PAVEMENT C04 C-600 CONCRETE SIDEWALK FULL DEPTH HEAVY DUTY ASPHALT PAVEMENT PATCH BID ALTERNATE #1: INSTALLATION OF REGULAR DUTY AND HEAVY DUTY CONCRETE PAVEMENT PER DETAILS ON SHEET C600 IN LIEU OF REGULAR DUTY AND HEAVY DUTY ASPHALT PAVEMENT, RESPECTIVELY, AS INDICATED HEREIN. C06 C-600 REVERSE PITCH CURB & GUTTER C07 C-600 DEPRESSED CURB & GUTTER SITE PLAN C-200 Know what's R 02040 1" = 20' F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL N1 N2 N3 N4 N5 N6 5' SETBACK 2.2.b Packet Pg. 60 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date: 08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description# 1 2 3 4 5 6 -- -- -- -- -- -- Initial - - - - - - 704 E. Lake Look Road Buffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #: E10975 - 3 of 8 Elevations 10’ 0” 6’ 0” eq. eq. eq. eq. 162’ 10” West Elevation East Elevation North ElevationSouth Elevation Scale: 1/16"=1'-0" Scale: 1/16"=1'-0" Scale: 1/16"=1'-0"Scale: 1/16"=1'-0" CLeq . eq . N4 CL CL eq . eq . eq . eq . 2.2.b Packet Pg. 61 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date: 08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description# 1 2 3 4 5 6 -- -- -- -- -- -- Initial - - - - - - 704 E. Lake Look Road Buffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #: E10975 - 4 of 8 5’ Logo 36” BT LettersN1 Logo: LED lighted channel with Pan formed face stood off building Letters: LED lighted flush mounted to building Power Supplies: Remote located Power: 120V primary electrical feed with disconnect by others Quantity:(1) Logo/Belle Tire All paint finishes to be Satin unless otherwise specified Color Specifications PMS 1805 C-CMYK 21/100/100/17 PMS 294 C-CMYK 100/87/22/20 2793 Red Acrylic PMS Black-CMYK 75/68/75/90 3M 3630-73 Dark Red Vinyl 3M 7725-17 Vivid Blue General Specifications Total SF - 86.905 36” letters - 67.375 Sq. Ft. 2.2.b Packet Pg. 62 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date: 08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description# 1 2 3 4 5 6 -- -- -- -- -- -- Initial - - - - - - 704 E. Lake Look Road Buffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #: E10975 - 5 of 8 Flush mounted Front Elevation Scale: 3/8"=1'-0" 24” CAS letters 29’-2" 24 ” 5’ Logo 36” BT LettersN2 Logo: LED lighted channel with Pan formed face stood off building Letters: LED lighted flush mounted to building Power Supplies: Remote located Power: 120V primary electrical feed with disconnect by others Quantity:(1) Logo/Belle Tire (1) Certified Auto Service All paint finishes to be Satin unless otherwise specified Color Specifications PMS 1805 C-CMYK 21/100/100/17 PMS 294 C-CMYK 100/87/22/20 2793 Red Acrylic PMS Black-CMYK 75/68/75/90 3M 3630-73 Dark Red Vinyl 3M 7725-17 Vivid Blue General Specifications Total SF - 142.655 36” letters - 67.375 Sq. Ft. 24” CAS letters - 55.75 Sq. Ft. 2.2.b Packet Pg. 63 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date: 08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description# 1 2 3 4 5 6 -- -- -- -- -- -- Initial - - - - - - 704 E. Lake Look Road Buffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #: E10975 - 6 of 8 Flush mounted 84/36 Channel logo & letters Front Elevation Scale: 1/2"=1'-0" 28’ 11” 5’ 5-1/2" 7’ 0 ” 22’ 5-1/2" 3’ 0 ” N3 Total SF - 105.575 36” letters - 67.375 Sq. Ft. 84” logo - 38.2 Sq. Ft. Logo: LED lighted channel with Pan formed face stood off building Letters: LED lighted flush mounted to building Power Supplies: Remote located Power: 120V primary electrical feed with disconnect by others Quantity: (1) Logo/Belle Tire All paint finishes to be Satin unless otherwise specified Color Specifications PMS 1805 C-CMYK 21/100/100/17 PMS 294 C-CMYK 100/87/22/20 2793 Red Acrylic PMS Black-CMYK 75/68/75/90 3M 3630-73 Dark Red Vinyl 3M 7725-17 Vivid Blue General Specifications 2.2.b Packet Pg. 64 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date: 08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description# 1 2 3 4 5 6 -- -- -- -- -- -- Initial - - - - - - 704 E. Lake Look Road Buffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #: E10975 - 7 of 8 Flush mounted S/F Interior Lighted Lobby Logo 5’ - 0 ” 46 7/8” Front Elevation Scale: 1 1/2"=1'-0" 19.53 Sq Ft Electric Sign Complies with UL48 N4 Color Specifications White Black PMS 294 C blue All paint finishes to be Satin unless otherwise specified PMS 1805 C DESIGN INTENT ONLY Engineering Required to Determine Actual Production & Installation Requirements DESIGN INTENT ONLY Engineering Required to Determine Actual Production & Installation Requirements General Specifications Face: .177" Polycarbonate Embossed Back Sprayed Face w/ 2" Black Jewelite. Returns: .063" Pre-Finished Black Coil Stock Backs: .080" Aluminum Illum: White LEDs as required by manufacturer, Remote power supplies Quantity:(1) Interior Logo Capsules 2.2.b Packet Pg. 65 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) Copyright © 2023 Allen Industries, Inc. This is an original, unpublished drawing, created by Allen Industries, Inc. This drawing is submitted to you in conﬁdence for your use solely in connection with the project being planned for you by Allen Industries, Inc. and is not to be shown to anyone outside your organization, nor used, reproduced, copied or exhibited in any fashion whatsoever. The designs shown on the drawing (except for any registered trademarks that may belong to a client of Allen Industries, Inc.) remain the property of Allen Industries, Inc. Client: Address: Date: 08/23/23 File Name: BT-E10975_Buffalo Grove, IL_100 Page #: Sales: DB Design: SK PM: SS Date Description# 1 2 3 4 5 6 -- -- -- -- -- -- Initial - - - - - - 704 E. Lake Look Road Buffalo Grove, IL Belle Tire Client Review Status Approval Date:Client Signature: Allen Industries, Inc. requires that an approved drawing be obtained from the client prior to any production release or production release revision. Estimate #:Job #: E10975 - 8 of 8 Standard Monument Sign - 50 sqft Internal LED Illumination 5” Deep Internally LightedCapsule With Embossed Face 9'-11" (Brick) 10'-0" 1'-4" (Brick) 1'-5" 2'-2" 5"5" Color Specifications PMS 1805 C - RGB 172/51/54 CMYK 21/100/100/17 PMS 294 C - RGB 51/68/117 CMYK 100/87/22/20 2793 Red Acrylic PMS Black C - RGB 0/0/0 CMYK 75/68/75/90 Vinyl Specifications 3M 3630-73 Dark Red Vinyl 3M 680-10 Reflective White Vinyl 3M 7725-17 Vivid Blue All paint finishes to be Satin unless otherwise specified White Paint to Match 3M 3630-73 Dark Red Vinyl W/ Satin Clear to prevent Fading MAP 41-313 Dark Bronze Paint Specifications DESIGN INTENT ONLY Engineering Required to Determine Actual Production & Installation Requirements DESIGN INTENT ONLY Engineering Required to Determine Actual Production & Installation Requirements ĈĀą Face: .125" Alum. Face Painted White w/ 3M 7725-17 Vivid Blue Vinyl Applied 1st Surface Logo: 5" Deep Internally Illuminated Channel Letter w/ .040" Returns and .063" Backs. .177" Polycarbonate Embossed Back Sprayed Face w/ 1" Black Jewelite. Attached to Cabinet Face via #8 x ¾” Self Drilling Screws Copy: "Belle Tire" 5" Deep Internally Illuminated Channel Letters w/ .040" Returns and .063 Backs. 2793 Red Acrylic Faces w/ 1" Black Jewelite. Attached to Cabinet Face via #8 x ¾” Self Drilling Screws "Certified Auto Service" 3/4" thick clear push thru acrylic w/ 3M 3630-73 Dark Red Vinyl Applied to Face; Cabinet: 17" Deep SIGNCOMP Extruded Alum. Cabinet. Part #2005, 2065, 2075 Paint to Match 3M 3630-73 Dark Red Vinyl. Satin Finiish Illum: White/Red LEDs as required by manufacturer, Remote power supplies Electrical:(1) 20 AMP Circuit, 120 Volts Actual Number of Circuits to be determined by Licensed Electrical Contractor; Quantity:(1) Front View Scale: 3/8"=1'-0" Side View Scale: 3/8"=1'-0" 5" (5.563" OD) Schedule 40 Pipe (Pipe to be Primed) Brick, Foundation & Pipe All Supplied by the GC (Final Sizing Determined per Engineering if Required) 5” Deep Internally Lighted Letters 1/2” Push Thru Acrylic Letters3M 3630-73 Dark Red Vinyl Applied 1st Surface 1/8" Alum. Face w/ Vinyl Graphics 3M 7725-17 Vivid Blue Vinyl 2 1/4” Retainer 1 1/2” .063" Aluminum RevealPaint to Match 3M 3630-73 Dark Red Vinyl 1/4" Alum. Address Panel w/6” White Reﬂective Vinyl NumbersPainted MAP 41-313 Dark Bronze Soldier Course of Brick on Top of Base 1' - 6 " 1 1 / 2 " 3' - 5 7 / 8 " 5' - 0 " 2' - 1 0 1 / 2 " 8' - 0 " 1' - 6 " N5 Electric Sign Complies with UL48 2.2.b Packet Pg. 66 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) N6 2.2.b Packet Pg. 67 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d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Æ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b Packet Pg. 68 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) %( / / ( 7 , 5 ( %8 ) ) $ / 2 * 5 2 9 ( , / 35 ( 3 $ 5 ( ' ) 2 5 ( 1 5 , * + 7 $ 5 & + , 7 ( & 7 6 'HVLJQHU ., 'DWH 6FDOH $6,1',&$7(' 'UDZLQJ1R 6XPPDU\ 6,7(/,*+7,1* RI ORDERING EXAMPLE: 6DR - TL - L20/835 - OPTIONS - DIM - UNV - OW - OF - CS - TRIM OPTIONS - N - F1 HOUSING TRIM MOUNT. HOUSING SERIES LUMENS [1]CRI CCT OPTIONS CONTROL[2]VOLTAGE 6DR - TLTrimLock L10 1,000lm [3] L15 1,500lm L20 2,000lm L30 3,000lmL404,000lm L50 5,000lm L60 6,000lmL707,000lm L80 8,000lm 880990 [4]27 2700K303000K 35 3500K 40 4000K505000K SCA_ _Sloped ceiling adapter [5] ATH Airtight construction F Fuse DIM Dimming driver, 0-10V DIM11% Dimming driver, 0-10V UNV120-277V347347V [6] EM/7W 7-watt emergency battery [7] EM/10W 10-watt emergency battery [8] EM/10W/RTS10-watt emergency battery with regressed test switch [9] CP Chicago plenum (CCEA) [10] SDT Stepdown transformer [11] TRIM [12] TRIM TYPE DISTRIBUTION [13]FLANGE TYPE REFLECTOR FINISH TRIM OPTIONS O Open reflector L Flush lensRRegressed lens A Angled lens [14] S Non-conductive flush lens for shower applications [15] W Wide 65° Open55° Flush 55° Regressed M Medium [16] 35° Open 35° Flush 35° RegressedNNarrow [17] 10° Open 25° Flush25° Regressed WW Wall wash [18] OF1/2″ standard flange SF 1/4″ mud-in flange [19] Open trim types CS Clear semi-specular anodizeSGSatin-glow anodize GD Gold anodize CG Champagne gold anodizePWPewter anodize SPC Clear specular anodize RG Rose gold anodize WH White texture powder coat BL Black texture powder coat Lens trim types MWT Textured white trim flange [20] IP IP65 rated trim [21] AD Diffuse acrylic lens [22] PD Diffuse 1/8″ polycarbonate lens [23] TD Diffuse polycarbonate lens media at top of open reflector [24] WET/CC Wet location, covered ceiling listed [25] AM Anti-microbial [26] CS Clear semi-specular powder coat WH White texture powder coat BL Black texture powder coatMBBlack texture splay with white flange [27] MOUNTING MOUNTING TYPE [28]MOUNTING HARDWARE[29] N Open pan for new constructionIIC-rated enclosure for new construction [30] R Remodel kit [31] F1 Integral 2-position fixed pan bracket, universal bar hanger included [32] BA1 Adjustable butterfly pan bracket, bar hanger not included [33] CA1 Adjustable caterpillar pan bracket, universal bar hanger included [34] FEATURES ■Innovative TrimLock reflector retention system ensures trim remains flush with ceiling plane ■Available with LINKTair wireless fixture controls, by Williams ■Available on QuickShip SPECIFICATIONS ■HOUSING – Die-cast aluminum trim housing with forged aluminum heat sink. Galvanized steel splice compartment with driver mounting plate/enclosure. Swing-out mounting arms field adjust for ceiling thickness from 1/2″ – 2-1/4″. ■TRIMLOCK – Innovative TrimLock reflector retention system ensures the trim remains flush with the ceiling plane. ■OPEN REFLECTOR – Low-iridescent anodized aluminum. Clear semi-specular finish standard. ■LENSED TRIM – Die-cast aluminum frame with micro-prismatic, acrylic lens. ■ELECTRICAL – High-performance Class 2 C.O.B. LED array. Modular quick-connect plug for easy field-connection of LED light assembly to driver. Reported L70>55,000 hours. Reported L90>55,000 hours. Estimated L70 = 200,000 hours. ■MOUNTING – Recessed. 20 ga. galvanized steel mounting pan for new construction or IC-rated enclosure. Remodel kit option includes receiver bracket hardware. Minimum 24″ O.C. marked spacing required for L60 - L80 lumen packages. ■LISTINGS – ■cCSAus conforms to UL STD 1598; Certified to CAN/CSA STD C22.2 No. 250.0 for damp locations. LED light assembly conforms to UL 2108 for remote installation. ■Suitable for wet location under covered ceiling when specified with WET/CC or TD options. ■ENERGY STAR® certified in select configurations, see www.energystar.gov ■IC-rated for direct contact with insulation when specified with I Mounting Type. ■City of Chicago Environmental Air approved when specified with CP option. ■Complies with ASTM-E283 when specified with ATH option. ■RoHS compliant. ■Title 24 (JA8) compliant in select configurations, seewww.cacertappliances.energy.ca.gov. ■WARRANTY – 5-year limited warranty, see hew.com/warranty. Available with BIOS® consult factory NOTES 1 Lumen output based on O trim type, W distribution and CS finish, 3500K/80CRI. Actual lumens may vary +/-5%.See page 2 for FIXTURE PERFORMANCE DATA. 2 See page 3 for ADDITIONAL CONTROL OPTIONS.3 Not available with EM/10W emergency batteries.4 Extended lead times may apply. Consult factory for availability.5 11-1/2″ aperture, specify degrees of slope in 5° increments, 05°-30°. Not available with I Mounting Type, ATH or WET/CC options. Painted white. Other colors available, consult factory. See page 3 for SLOPED CEILING ADAPTOR DETAILS.6 Not available with EM batteries or DMX controls.7 N and R Mounting Types only.Not available with ATH or IP options.8 N and R Mounting Types only.Not available with ATH or IP options.9 Not available with WET/CC, ATH or IP options. N and R Mounting Types only. See page 5 for EM/10W/RTS DETAILS.10 I Mounting Type required. 11 May be required for 347V, see product builder at hew.com/product-builder.12 Trim ships separately.13 Beam angle based on CS or WH reflector finish. See page 2 for FIXTURE PERFORMANCE DATA.14 Available with WW Distribution only.15 W Distribution, OF Flange Type and WH Reflector Finish only. Standard with AD diffuse acrylic lens. IP and WET/CC options standard. 16 Not available with lumen stops L50 and higher when specified with flush or regressed trim types.17 Not available with lumen stops L50 and higher when specified with flush or regressed trim types.18 O and A Trim Types only.19 For use with mud-in plaster construction only, supplied with mud flange installation kit. See page 4 for FLANGE TYPE DETAILS. Not available with ATH or IP options.20Not available with WH Reflector Finish, L or S Trim Types.21 L and R trim types only. 22 Not available with O trim type. W and WW distributions only.23 Not available with O trim type. W and WW distributions only.24O Trim Type only. WET/CC standard unless ordered with EM/RTS. L50 lumen package max. 25L50 lumen package max with O Trim Type. Not available with PD trim option.26WH and BL Reflector Finishes only. Not available with S Trim Type.27R Trim Type only. Not available with MWT.28Mounting hardware required (N and I only), ordered separately, see MOUNTING HARDWARE ordering info. See page 4 for MOUNTING TYPE DETAILS.29Additional mounting hardware options available. See page 5 for MOUNTING HARDWARE DETAILS.30L30 lumen package max.31Also used in new construction sheetrock ceilings.32N and I Mounting Types only. I Mounting requires external brackets.33N Mounting Type only.34N Mounting Type only. NEW CONSTRUCTION AND REMODEL CATALOG #: ______________________________________________ TYPE: ____________________________________________________ PROJECT:_________________________________________________ø6″1/2″ min2-1/4″ max 16-1/2″ L10 - L40: 6-5/8″L50 - L80: 7-3/8″ H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Downlights Page 1 of 5 6DR LED 6″ Downlight – Round REV.01/12/22.70700.LA HB FIXTURE PERFORMANCE DATA OPEN REFLECTOR TRIM TYPE DIST. DELIVERED LUMENS WATTAGE EFFICACY (lm/W) L10 W 1014 8.7 116.9 M 982 8.7 113.2 N 1003 8.7 115.7 L15 W 1497 13.8 108.6 M 1495 13.8 108.4 N 1528 13.8 110.8 L20 W 1988 19.0 104.6 M 1983 19.1 103.8 N 2026 19.1 106.1 L30 W 3062 26.9 114.0 M 3003 26.9 111.8 N 3000 26.9 111.7 L40 W 4094 36.5 112.2 M 4016 36.4 110.3 N 4011 36.4 110.2 L5 0 W 5014 43.9 114.1 M 4935 43.9 112.3 N 5047 43.9 114.9 L6 0 W 6043 54.0 111.9 M 5948 54.0 110.1 N 6083 54.0 112.6 L7 0 W 7008 67.8 103.3 M 6898 67.8 101.7N 7055 67.8 104.0 L8 0 W 8018 79.8 100.5 M 7891 79.8 98.9N 8071 79.8 101.2 FLUSH LENS TRIM TYPE DIST. DELIVERED LUMENS WATTAGE EFFICACY (lm/W) L10 W 774 8.7 89.2 M 910 8.7 104.9 N 909 8.7 104.8 L15 W 1178 13.8 85.4 M 1385 13.8 100.4 N 1384 13.8 100.4 L20 W 1562 19.5 80.1 M 1837 19.1 96.1 N 1836 19.5 94.2 L30 W 2335 26.9 86.9 M 2782 26.9 103.6 N 2718 26.9 101.2 L40 W 3122 36.5 85.5 M 3720 36.4 102.2 N 3635 36.4 99.9 L5 0 W 3824 43.9 87.0 M– –– N– –– L6 0 W 4609 54.0 85.4 M– –– N– –– L7 0 W 5345 67.8 78.8 M– ––N– –– L8 0 W 6115 79.8 76.7 M– ––N– –– REGRESSED LENS TRIM TYPE DIST. DELIVERED LUMENS WATTAGE EFFICACY (lm/W) L10 W 716 8.7 82.5 M 883 8.7 101.7 N 897 8.7 103.4 L15 W 1090 13.8 79.0 M 1344 13.8 97.4 N 1366 13.8 99.1 L20 W 1445 19.5 74.1 M 1782 19.1 93.3 N 1812 19.5 92.9 L30 W 2160 26.9 80.4 M 2699 26.9 100.5 N 2683 26.9 99.9 L40 W 2889 36.5 79.1 M 3609 36.4 99.1 N 3587 36.4 98.6 L5 0 W 3537 43.9 80.5 M– –– N– –– L6 0 W 4264 54.0 79.0 M– –– N– –– L7 0 W 4945 67.8 72.9 M– ––N– –– L8 0 W 5657 79.8 70.9 M– ––N– –– MULTIPLIER TABLES COLOR TEMPERATURE CCT CONVERSION FACTOR 80 C R I 2700K 0.92 3000K 0.98 3500K 1.00 4000K 1.01 5000K 1.02 90 C R I 2700K 0.76 3000K 0.79 3500K 0.82 4000K 0.84 5000K 0.88 REFLECTOR FINISH CATALOG NUMBER CONVERSION FACTOR O T R I M CS 1.00 SG 1 0.92GD0.93 CG 0.96 PW 0.86 SPC 1.02 RG 0.88 WH 1 0.89 BL 1 0.47 R T R I M WH 1.00 CS 0.98 BL 0.79 TRIM CATALOG NUMBER CONVERSION FACTOR S 0.85AD0.85 PD 0.85 TD 0.75 WET/CC 2 0.85 1 Distribution will also be affected, consult factory.2 Use multiplier when specified with O Trim Type. ■Photometrics tested in accordance with IESNA LM-79. Results shown are based on 25ºC ambient temperature. ■Wattage shown is based on 120V input. ■Results based on 3500K, 80 CRI, actual lumens may vary +/-5%■Use multiplier tables to calculate additional options. PHOTOMETRY 6DR-TL-L20/835-DIM-UNV-OW-OF-CS Report #: 20687; 12/12/18 | Total Luminaire Output: 1988 lumens; 19.0 Watts | Efficacy: 104.6 lm/W | 82.9 CRI; 3457K CCT 90° 0°20° 40° 80° 60° 0° CA N D L E P O W E R D I S T R I B U T I O N VERTICAL ANGLE HORIZONTAL ANGLE ZONAL LUMENS0º 0 16725 1579 151 15 1735 49225 1982 917 35 604 380 45 46 36 55 13 12 65 2 2 75 0 0 85 0 090 0 LUM E N S U M M A R Y ZONE LUMENS % FIXTURE 0 - 40 1939 980 - 60 1987 100 0 - 90 1988 1000 - 180 1988 100 H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Downlights Page 2 of 5 6DR LED 6″ Downlight – Round REV.01/12/22.70700.LA HB Project Name: FORM AND FUNCTION •6OHHNORZSURêOHKRXVLQJ •6SHFJUDGHSHUIRUPDQFH•(QJLQHHUHGIRURSWLPXPWKHUPDOPDQDJHPHQW •5HGXFHVHQHUJ\FRQVXPSWLRQDQGFRVWVXSWR Type: HIGH PERFORMANCE FULL CUT OFF WALL PACK NV-W CONSTRUCTION •'LH&DVW$OXPLQXP •,QWHUQDOFRROLQJêQV •&RUURVLRQUHVLVWDQWH[WHUQDOKDUGZDUH •2QHSLHFHVLOLFRQHJDVNHWHQVXUHV,3VHDOIRUHOHFWURQLFVFRPSDUWPHQW •7ZRSLHFHVLOLFRQH0LFUR2SWLFV\VWHPHQVXUHV,3OHYHOVHDODURXQGHDFK3&% •6LOLFRQH0LFUR2SWLFV5HFHVVHGIXOOFXWRIIDQGQRQ\HOORZLQJ •'DUN6N\&RPSOLDQW WARRANTY)LYH\HDUVWDQGDUGZDUUDQW\ LISTINGS•&HUWLêHGWR8/•8/•&6$&1R•'HVLJQ/LJKWV&RQVRUWLXP® '/& •'HVLJQ/LJKWV &RQVRUWLXP 3UHPLXP® '/&3 •,3 ,3 5DWHG•,. &RPSOLDQW FINISH • PLOV HOHFWURVWDWLF SRZGHU FRDW •1/6Ú VWDQGDUG KLJKTXDOLW\ êQLVKHV SUHYHQW FRUURVLRQ SURWHFWV DJDLQVW DQG H[WUHPH HQYLURQPHQWDO FRQGLWLRQV Cat# Light Dist. # of LEDs Milliamps Kelvin Volts Mounting Color Options Options 120-277(UNV) 347-480(HV) Bronze Textured(BRZ) White Textured(WHT) Smooth WhiteGloss(SWT) Silver(SVR) Black Textured(BLK) Smooth BlackGloss(SBK) Graphite Textured(GPH) Grey Textured(GRY) Custom(CS) Notes: 12 3 2 4 3 45 6 6 7 7 Consult Factory for Lead Time. Consult Factory for 90 CRI Requests.To match EM Extension BoxRequires Deep Back BoxUniversal Voltage 120-277All Emergency Battery Options Certified CA Title 20(1A) 32L only(1) 16L only Wall Mount(WM)16(16L) 32(32L) Type 2 (T2) Type 3 (T3) Type 4 (T4) NV-W(NV-W)350(35) 530(53) 700(7) 1000(1A) 1050(1) Marine Grade Finish(MGF) Vanity Plate16" SQ(VP16) Housing Extension(HE) Surge Protector(20KA) FSP-211 with Motion Sensor(FSP-8) *8' Heights and below(FSP-20) *9'-20'' Heights Nema 7-Pin Receptacle(PE7) Button Photo Cell(PC) Emergency Battery 4w516-564 Lumens(EM4) Emergency Battery 8w1032-1128 Lumens(EM8) Emergency Battery 18w2064-2256 Lumens(EM16) Emergency Cold Pk Battery 14w1806-1974 Lumens(EMCP) 45 5 5 5 4 4 4 4 4 2700K, 80 CRI(27K8) 3000K, 70 CRI(30K7) 3000K, 80 CRI(30K8) 3500K, 80 CRI(35K8) 4000K, 70 CRI(40K7) 4000K, 80 CRI(40K8) 5000K, 70 CRI(50K7) 5000K, 80 CRI(50K8) 1 1 1 1 LED WATTAGE CHART 16L 32L 350 milliamps 19w - 530 milliamps 29w - 700 milliamps 37w 71w1000 milliamps - 100w1050 milliamps 56w HE UPLIGHT = 0 SEE PAGE 4 FOR BUG RATING DETAILS 701 Kingshill Place, Carson, CA 90746Call Us Today (310) 341-2037 nlslighting.com PART NUMBER T2 LM/W T3 LM/W T4 LM/W WATTS EM4-30K7 520 130 524 131 516 129 4EM4-40K7 544 136 548 137 540 135 4EM4-50K7 560 140 564 141 556 139 4EM8-30K7 1040 130 1048 131 1032 129 8EM8-40K7 1088 136 1096 137 1080 135 8EM8-50K7 1120 140 1128 141 1112 139 8 EM16-30K7 2080 130 2096 131 2064 129 16 EM16-40K7 2176 136 2192 137 2160 135 16EM16-50K7 2240 140 2256 141 2224 139 16EMCP-30K7 1820 130 1834 131 1806 129 14EMCP-40K7 1904 136 1918 137 1890 135 14EMCP-50K7 1960 140 1974 141 1946 139 14 EMERGENCY BATTERY BACK-UP LUMENS PART NUMBER T2 LM/W T3 LM/W T4 LM/W WATTS NV-W 16L-35-30K7 2470 130 2499 132 2470 130 19NV-W 16L-35-40K7 2618 138 2648 139 2618 138 19NV-W 16L-35-50K7 2618 138 2648 139 2618 138 19 NV-W 16L-53-30K7 3544 122 3579 123 3544 122 29NV-W 16L-53-40K7 3756 130 3794 131 3756 130 29NV-W 16L-53-50K7 3756 130 3794 131 3756 130 29NV-W 16L-7-30K7 4388 119 4432 120 4388 119 37NV-W 16L-7-40K7 4651 126 4698 127 4651 126 37NV-W 16L-7-50K7 4651 126 4698 127 4651 126 37NV-W 16L-1-30K7 5970 107 6029 108 5970 107 56NV-W 16L-1-40K7 6328 113 6391 114 6328 113 56NV-W 16L-1-50K7 6328 113 6391 114 6328 113 56 NV-W 32L-7-30K7 9010 127 9100 128 9010 127 71NV-W 32L-7-40K7 9550 135 9646 136 9550 135 71NV-W 32L-7-50K7 9550 135 9646 136 9550 135 71NV-W 32L-1A-30K7 10871 109 10983 110 10871 109 100NV-W 32L-1A-40K7 11426 114 11544 115 11426 114 100NV-W 32L-1A-50K7 11426 114 11544 115 11426 114 100 LUMENS PART NUMBER T2 T3 T4 WATTS NV-W-16L-35-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 19NV-W-16L-35-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 19NV-W-16L-35-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 19NV-W-16L-53-30K7 B1-80-G1 B1-80-G1 B1-80-G1 29NV-W-16L-53-40K7 B1-80-G1 B1-80-G1 B1-80-G1 29NV-W-16L-53-50K7 B1-80-G1 B1-80-G1 B1-80-G1 29 NV-W-16L-7-30K7 B1-80-G1 B1-80-G1 B1-80-G1 37 NV-W-16L-7-40K7 B1-80-G1 B1-80-G1 B1-80-G1 37NV-W-16L-7-50K7 B1-80-G1 B1-80-G1 B1-80-G1 37NV-W-16L-1-30K7 B1-80-G1 B1-80-G2 B1-80-G2 56NV-W-16L-1-40K7 B1-80-G1 B1-80-G2 B1-80-G2 56NV-W-16L-1-50K7 B1-80-G1 B1-80-G2 B1-80-G2 56NV-W-32L-7-30K7 B1-80-G2 B2-80-G2 B2-80-G2 71NV-W-32L-7-40K7 B1-80-G2 B2-80-G2 B2-80-G2 71NV-W-32L-7-50K7 B1-80-G2 B2-80-G2 B2-80-G2 71 NV-W 32L-1A-30K7 B2-80-G2 B2-80-G2 B2-80-G2 100NV-W 32L-1A-40K7 B2-80-G2 B2-80-G2 B2-80-G2 100NV-W 32L-1A-50K7 B2-80-G2 B2-80-G2 B2-80-G2 100 BUG RATINGS Lumen Maintenance Data AmbientTemperature DriveCurrent L90Hours*L70Hours**30,000Hours*50,000Hours*60,00Hours*100,000Hours** 25°C Up to 700mA 58,000 173,000 95.7% 91.6% 89.6% 82.1% 1050mA 48,000 143,000 94.3% 89.5% 87.2% 78.5% *Reported extrapolations per IESNA TM-21 **Projected extrapolations per IESNA TM-21 HE Project Name: FORM AND FUNCTION•Sleek, low proêle housing •Spec grade perIormance •Engineered Ior optimum thermal management•Reduces energy consumption and costs up to 65 Type: HIGH PERFORMANCE FULL CUT OFF WALL PACK NV-W CONSTRUCTION •'ie Cast Aluminum •Internal cooling êns •Corrosion resistant external hardware •2ne-piece silicone gasket ensures IP65 seal Ior electronics compartment •Two-piece silicone Micro 2ptic system ensures IP67 level seal around each PCB •Silicone Micro 2ptics Recessed, Iull cutoII and non-yellowing •'ark Sky Compliant WARRANTYFive-year standard warranty LISTINGS •Certiêed to 8L 1598•8L 8750• CSA C222 No 2500 •'esignLights Consortium® ('LC)•'esignLights Consortium Premium® ('LCP) •IP65 IP67 Rated •IK10 Compliant FINISH•3-5 mils electrostatic powder coat •NLSÚ standard high-Tuality ênishes prevent corrosion protects against and extreme environmental conditions Cat# Light Dist. # of LEDs Milliamps Kelvin Volts Mounting Color Options Options 120-277(UNV) 347-480(HV) Bronze Textured(BRZ) White Textured(WHT) Smooth WhiteGloss(SWT) Silver(SVR) Black Textured(BLK) Smooth BlackGloss(SBK) Graphite Textured(GPH) Grey Textured(GRY) Custom(CS) Notes: 123 2 4 3 456 6 7 7 Consult Factory for Lead Time. Consult Factory for 90 CRI Requests.To match EM Extension BoxRequires Deep Back BoxUniversal Voltage 120-277All Emergency Battery Options Certified CA Title 20(1A) 32L only(1) 16L only Wall Mount(WM)16(16L) 32(32L) Type 2 (T2) Type 3 (T3) Type 4 (T4) NV-W(NV-W)350(35) 530(53) 700(7) 1000(1A) 1050(1) Marine Grade Finish(MGF) Vanity Plate16" SQ(VP16) Housing Extension(HE) Surge Protector(20KA) FSP-211 with Motion Sensor(FSP-8) *8' Heights and below(FSP-20) *9'-20'' Heights Nema 7-Pin Receptacle(PE7) Button Photo Cell(PC) Emergency Battery 4w516-564 Lumens(EM4) Emergency Battery 8w1032-1128 Lumens(EM8) Emergency Battery 18w2064-2256 Lumens(EM16) Emergency Cold Pk Battery 14w1806-1974 Lumens(EMCP) 4 5 5 5 5 4 4 4 4 4 2700K, 80 CRI(27K8) 3000K, 70 CRI(30K7) 3000K, 80 CRI(30K8) 3500K, 80 CRI(35K8) 4000K, 70 CRI(40K7) 4000K, 80 CRI(40K8) 5000K, 70 CRI(50K7) 5000K, 80 CRI(50K8) 1 1 1 1 LED WATTAGE CHART 16L 32L350 milliamps 19w - 530 milliamps 29w -700 milliamps 37w 71w 1000 milliamps - 100w 1050 milliamps 56w HE-1 701 Kingshill Place, Carson, CA 90746Call Us Today (310) 341-2037 nlslighting.com PART NUMBER T2 LM/W T3 LM/W T4 LM/W WATTS EM4-30K7 520 130 524 131 516 129 4EM4-40K7 544 136 548 137 540 135 4EM4-50K7 560 140 564 141 556 139 4EM8-30K7 1040 130 1048 131 1032 129 8EM8-40K7 1088 136 1096 137 1080 135 8 EM8-50K7 1120 140 1128 141 1112 139 8EM16-30K7 2080 130 2096 131 2064 129 16EM16-40K7 2176 136 2192 137 2160 135 16EM16-50K7 2240 140 2256 141 2224 139 16EMCP-30K7 1820 130 1834 131 1806 129 14EMCP-40K7 1904 136 1918 137 1890 135 14EMCP-50K7 1960 140 1974 141 1946 139 14 EMERGENCY BATTERY BACK-UP LUMENS PART NUMBER T2 LM/W T3 LM/W T4 LM/W WATTS NV-W 16L-35-30K7 2470 130 2499 132 2470 130 19NV-W 16L-35-40K7 2618 138 2648 139 2618 138 19NV-W 16L-35-50K7 2618 138 2648 139 2618 138 19NV-W 16L-53-30K7 3544 122 3579 123 3544 122 29 NV-W 16L-53-40K7 3756 130 3794 131 3756 130 29NV-W 16L-53-50K7 3756 130 3794 131 3756 130 29NV-W 16L-7-30K7 4388 119 4432 120 4388 119 37NV-W 16L-7-40K7 4651 126 4698 127 4651 126 37NV-W 16L-7-50K7 4651 126 4698 127 4651 126 37NV-W 16L-1-30K7 5970 107 6029 108 5970 107 56NV-W 16L-1-40K7 6328 113 6391 114 6328 113 56NV-W 16L-1-50K7 6328 113 6391 114 6328 113 56NV-W 32L-7-30K7 9010 127 9100 128 9010 127 71 NV-W 32L-7-40K7 9550 135 9646 136 9550 135 71NV-W 32L-7-50K7 9550 135 9646 136 9550 135 71NV-W 32L-1A-30K7 10871 109 10983 110 10871 109 100NV-W 32L-1A-40K7 11426 114 11544 115 11426 114 100NV-W 32L-1A-50K7 11426 114 11544 115 11426 114 100 LUMENS PART NUMBER T2 T3 T4 WATTS NV-W-16L-35-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 19NV-W-16L-35-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 19NV-W-16L-35-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 19NV-W-16L-53-30K7 B1-80-G1 B1-80-G1 B1-80-G1 29NV-W-16L-53-40K7 B1-80-G1 B1-80-G1 B1-80-G1 29 NV-W-16L-53-50K7 B1-80-G1 B1-80-G1 B1-80-G1 29 NV-W-16L-7-30K7 B1-80-G1 B1-80-G1 B1-80-G1 37 NV-W-16L-7-40K7 B1-80-G1 B1-80-G1 B1-80-G1 37NV-W-16L-7-50K7 B1-80-G1 B1-80-G1 B1-80-G1 37NV-W-16L-1-30K7 B1-80-G1 B1-80-G2 B1-80-G2 56NV-W-16L-1-40K7 B1-80-G1 B1-80-G2 B1-80-G2 56NV-W-16L-1-50K7 B1-80-G1 B1-80-G2 B1-80-G2 56NV-W-32L-7-30K7 B1-80-G2 B2-80-G2 B2-80-G2 71NV-W-32L-7-40K7 B1-80-G2 B2-80-G2 B2-80-G2 71NV-W-32L-7-50K7 B1-80-G2 B2-80-G2 B2-80-G2 71 NV-W 32L-1A-30K7 B2-80-G2 B2-80-G2 B2-80-G2 100NV-W 32L-1A-40K7 B2-80-G2 B2-80-G2 B2-80-G2 100NV-W 32L-1A-50K7 B2-80-G2 B2-80-G2 B2-80-G2 100 BUG RATINGS Lumen Maintenance Data AmbientTemperature DriveCurrent L90Hours*L70Hours**30,000Hours*50,000Hours*60,00Hours*100,000Hours** 25°C Up to 700mA 58,000 173,000 95.7% 91.6% 89.6% 82.1% 1050mA 48,000 143,000 94.3% 89.5% 87.2% 78.5% *Reported extrapolations per IESNA TM-21 **Projected extrapolations per IESNA TM-21 HE-1 THE ULTIMATE FLOOD NV-F2 The innovative NV Flood Series is a high-powered, corrosion resistant, low copper, die-cast aluminum luminaire. Thermal management is handled with a separate driver housing and LED light engine heat-sink.Heat-sink cooling êns are designed with a thermal gap for longer LED/Driver life The NV-F2 comes in a double 32L conêguration with 5 Kelvin color temperatures 2700K, 3000K, 3500K, 4000K and 5000K. 4 Static LED color options available for a splash of color. Silicone optical distribution patterns include 15° Very Narrow Beam, 30° Narrow Beam, 55° Medium Beam, 85° Wide beam, 7X5 NEMA T2 Distribution, 7X6 T3 NEMA Distribution, Forward Throw NEMA 6X6 T4, and a Symmetrical NEMA 7X7 T5. Mounting options include 1/2” NPT Knuckle Mount or Trunnion Mount. Knuckle Mount and Trunnion Mount are available with Stanchion Caps to êt over 2 3/8”, 3” and 4” diameter Stanchions or Tenons. Other mounting options include Universal Magic Mount (UMM) and 4” Round J Box Mount (JBRT)(JBRK). Glare control options include the House Side Shield, Egg Crate Louver Shield, Barn Doors, Angled Visor, small and large Snoot. Other options include Tamper Proof Hardware, 5 Conductor Dimming Leads and 4” Round J-Box Mount. Applications include:• Sign Lighting• Building Facades• Landscape• Wall Washing• Up Lighting• Security LightingResidentialCommercial IP66 Rated for any direction or angle of Flood Lighting. FORM AND FUNCTION •Sleek, die-cast low proêle housing •Spec grade performance •Engineered for optimum thermal management •Reduces energy consumption and costs up to 65% RELIABILITY •IP66 Rated •Silicone Optics •IK10 Rated Optics • Parking• Flag Pole• Merchandising• Billboard• Indirect Lighting• Display Pad• Transportation 1 HJ Project Name:Type: 701 Kingshill Place, Carson, CA 90746Call Us Today (310) 341-2037 nlslighting.com NV-F2 ORDERING GUIDE NVF Double Module(NV-F2) 32(32L)50W(50W) 60W(60W) 70W(70W) 80W(80W) 15°(15)Very Narrow 30°(30)Narrow Beam 55°(55)Medium Beam 85°(85)Wide Beam IES T2 / NEMA 7Hx5V(T2) IES T3 / NEMA 7Hx6V(T3) Forward Throw(T4) Symmetrical(T5) Cat# Optics No. of LEDs Watts Kelvin Temp 120-277(UNV) Knuckle Mount1/2” NPT (KM) Trunnion Mount (TM) Bronze Textured(BRZ) White Textured(WHT) Smooth WhiteGloss(SWT) Silver Textured(SVR) Black Textured(BLK) Smooth BlackGloss(SBK) Graphite Textured(GPH) Grey(GRY) Custom(CS) Button Photocell(PC) FSP-211 with Motion Sensor(FSP-8) 8’ Heights and Below(FSP-20) *9'-20'' Heights (DC-20)For 9’-20’ Heights Tamper ProofHardware (TPH) 5 Conductor Dimming Leads (DL) No Options(NA) Barn Doors(BAD) Egg Crate Louver(ECL) Angled Visor(AGV) Snoot Short(SNS) Snoot Long(SNL) House Side Shield(HSS) No Glare Control(NGC) Volts Mounting Color Glare ControlOptions Options Stanchion Caps Stanchion Cap for Knuckle Mount (KMS2)2 3/8” ID Stanchion Cap Stanchion Cap for Knuckle Mount (KMS3)With 3” ID Stanchion Cap Stanchion Cap for Knuckle Mount (KMS4)With 4” ID Stanchion Cap Stanchion Cap for Trunnion Mount (TMS2)With 2 3/8” ID Stanchion Cap Stanchion Cap for Trunnion Mount (TMS3)With 3” ID Stanchion Cap Stanchion Cap for Trunnion Mount (TMS4)With 4” ID Stanchion Cap MountingAccessories Stanchion Post 12" Length(STP12) 24" Length(STP24) 36" Length(STP36) Custom Length(STPX) Universal Magic Mount (UMM)UMM Must be orderedwith KM or TM 4” Round J-Box Mountfor Trunnion(JBRT) 4” Round J-Box Mountfor Knuckle(JBRK) No Mounting Accessories(NA)Notes: 1 1 1 1 1 1 3 4 4 5 5 5 23 456 Static Colors available up to 50 WattsConsult Factory for Lead Time. Consult Factory for 90 CRI Requests.Standard finish is stainless steel. Can be painted to match fixtureSTP Must be ordered with KMS3 or TMS3Universal Voltage 120-27715° Very Narrow Optic not available with Egg Crate Louver Red 624-634nm(RED) Amber 585-600nm(AMBER) Green 520-540nm(GREEN) Royal Blue 440-460nm(BLUE) 2700K, 80 CRI(27K8) 3000K, 70 CRI(30K7) 3000K, 80 CRI(30K8) 3500K, 80 CRI(35K8) 4000K, 70 CRI(40K7) 4000K, 80 CRI(40K8) 5000K, 70 CRI(50K7) 5000K, 80 CRI(50K8) 2 2 2 2 6 6 2 6' S.O. WHIP HJ 701 Kingshill Place, Carson, CA 90746Call Us Today (310) 341-2037 nlslighting.com 19)3URGXFW6SHFLêFDWLRQ NV-F2 PART NUMBER 15° LM/W 30° LM/W 55° LM/W 85° LM/W 7X5 LM/W 7X6 LM/W T4 LM/W T5 LM/W W NV-F2-32L-50W-27K8 5800 116 5400 108 5800 116 6007 120 5650 113 5700 114 5700 114 5650 113 50NV-F2-32L-50W-30K7 6000 120 5600 112 6400 128 6629 133 6250 125 6300 126 6350 127 6250 125 50NV-F2-32L-50W-35K8 6400 128 5800 116 6600 132 6836 137 6450 129 6500 130 6550 131 6450 129 50NV-F2-32L-50W-40K7 6700 134 6100 122 6800 136 7043 141 6650 133 6700 134 6700 134 6650 133 50NV-F2-32L-50W-50K7 6700 134 6100 122 6800 136 7043 141 6650 133 6700 134 6700 134 6650 133 50NV-F2-32L-60W-27K8 6960 116 6480 108 6780 113 7022 117 6660 111 6720 112 6720 112 6660 111 60NV-F2-32L-60W-30K7 7200 120 6720 112 7500 125 7768 129 7380 123 7440 124 7440 124 7320 122 60NV-F2-32L-60W-35K8 7680 128 6960 116 7800 130 8079 135 7620 127 7620 127 7680 128 7560 126 60 NV-F2-32L-60W-40K7 8040 134 7260 121 7980 133 8265 138 7800 130 7860 131 7920 132 7800 130 60NV-F2-32L-60W-50K7 8040 134 7620 127 7980 133 8265 138 7800 130 7860 131 7920 132 7800 130 60NV-F2-32L-70W-27K8 8120 116 7560 108 7770 111 8048 115 7630 109 7630 109 7700 110 7560 108 70NV-F2-32L-70W-30K7 8400 120 7840 112 8540 122 8845 126 8400 120 8470 121 8470 121 8400 120 70NV-F2-32L-70W-35K8 8960 128 8120 116 8820 126 9135 131 8680 124 8750 125 8750 125 8610 123 70NV-F2-32L-70W-40K7 9380 134 8470 121 9100 130 9425 135 8890 127 8960 128 9030 129 8890 127 70NV-F2-32L-70W-50K7 9380 134 8890 127 9100 130 9425 135 8890 127 8960 128 9030 129 8890 127 70NV-F2-32L-80W-27K8 9280 116 8640 108 8640 108 8949 112 8480 106 8500 107 8560 107 8480 106 80NV-F2-32L-80W-30K7 9600 120 8960 112 9280 116 9611 120 9120 114 9200 115 9440 118 9360 117 80NV-F2-32L-80W-35K8 10240 128 9280 116 9840 123 10191 127 9680 121 9760 122 9760 122 9680 121 80 NV-F2-32L-80W-40K7 10720 134 9680 121 10160 127 10523 132 9920 124 10000 125 10080 126 9920 124 80NV-F2-32L-80W-50K7 10720 134 9680 121 10160 127 10523 132 9920 124 10000 125 10080 126 9920 124 80 NV-F2 With Glare Control 15° Optic PART NUMBER |6QRRW/RQJ Lm/W |6QRRW6KRUW Lm/W WATTS NV-F2-32L-50W-27K8 5100 102 5700 114 50NV-F2-32L-50W-30K7 5300 106 5900 118 50NV-F2-32L-50W-35K8 5500 110 6100 122 50NV-F2-32L-50W-40K7 5750 115 6350 127 50NV-F2-32L-50W-50K7 6000 120 6600 132 50NV-F2-32L-60W-27K8 6120 102 6840 114 60NV-F2-32L-60W-30K7 6360 106 7080 118 60NV-F2-32L-60W-35K8 6600 110 7320 122 60 NV-F2-32L-60W-40K7 6900 115 7620 127 60NV-F2-32L-60W-50K7 7200 120 7920 132 60 NV-F2-32L-70W-27K8 7140 102 7980 114 70 NV-F2-32L-70W-30K7 7420 106 8260 118 70 NV-F2-32L-70W-35K8 7700 110 8540 122 70 NV-F2-32L-70W-40K7 8050 115 8890 127 70NV-F2-32L-70W-50K7 8400 120 9240 132 70NV-F2-32L-80W-27K8 8160 102 9120 114 80NV-F2-32L-80W-30K7 8480 106 9440 118 80NV-F2-32L-80W-35K8 8800 110 9760 122 80NV-F2-32L-80W-40K7 9200 115 10160 127 80 NV-F2-32L-80W-50K7 9600 120 10560 132 80 LED WATTAGE CHART 32L 500mA 50W 600mA 60W 700mA 70W 800mA 80W 4 HJ LS SERIES Aluminum Fixture Head with 360º Horizontal & 180º Vertical Rotation 14508 Nelson Ave. City of Industry, CA 91744 • tel: 626.336.4511 • fax: 626.330.4266 • www.TroyRLM.com ©2022 Creative Systems Lighting, A Division of Troy-CSL Lighting, Inc. All rights reserved. Subject to change without notice. 1 / 6 PROJECT: NOTE: LB SPEC-00031 UPDATED 04/09/2022 ELECTRICAL• 120/277V input • Integrated power supply allows the fixture to be connected directly into line voltage • Pre-wired and ready for install • Dimmable with 120V Incandescent/Triac/ 0-10V dimmers MOUNTING • ¾” IP for arm, stem or monopoint options FINISHES • Available in 22 standard and 1 specialty finishes with optional coastal coating to protect finish in coastal environments (add “-C” to the finish) • Consult factory for custom finish options Adjustability • 360º horizontal and 180º vertical rotation OPTICS 25º, 45º and 65º optics included LISTING UL listed to US and Canadian standards for wet locations LS SERIES - BULLET HEAD ORDER MATRIX (EXAMPLE: LBLED14TBZ-3) Diameter LED Finish Coastal Coating Mounting Type LB BULLET HEAD LED141,2 (14W LED, 2700K, 90 CRI, 980lm)ABL BBBK BLU DVGFLG GA LG MBMBL PNA PNC (Aegean Blue) (Burnished Bronze)(Gloss Black) (Blue) (Dove Gray)(Flannel Gray) (Galvanized) (Lime Green) (Matte Black)(Midnight Blue) (Painted Natural Aluminum) (Painted Natural Copper) RD SGRSGW SND SSTBZ TGP TNG TTLWT YEL (Red) (Sage Green)(Semi Gloss White) (Sand) (Satin Silver)(Textured Bronze) (Textured Graphite) (Tangerine) (Tahitian Teal)(Gloss White) (Yellow) (blank) -C (No Coating) (Coating) -3 (¾” IP) 1. Lamps/LED included 2. Lumen are raw LED value 4½” 2¼” 360° SPECIALTY FINISHES STANDARD FINISHES SS (Satin Silver) TBZ (Textured Bronze) TGP (Textured Graphite) TNG (Tangerine) TTL (Tahitian Teal) WT (Gloss White) YEL (Yellow) GA (Galvanized) PNC (Painted Natural Copper) RD (Red) SGR (Sage Green) SGW (Semi Gloss White) SND (Sand) ABL (Aegean Blue) BB (Burnished Bronze) BK (Gloss Black) BLU (Blue) DVG (Dove Gray) FLG (Flannel Gray) LG (Lime Green) MB (Matte Black) MBL (Midnight Blue) PNA (Painted Natural Aluminum) BULLET HEAD LB NOTE:04/09/2022 MONOPOINT ORDER MATRIX (EXAMPLE: 3LBMNPTBZ) Pipe Size Stem Length Finish Coastal Coating 3 (¾” IP)LBMNP Available Finish (Use finish code at bottom) (blank) -C (No Coating) (Coating) MONOPOINT LBLED14WT-3 / 3LBMNPWT MONOPOINT LBLED14BLU-3 / 3LBMNPBLU MONOPOINT LBLED14BK-3 / 3LBMNPBK 180º 33/8” 2” 51/8” MONOPOINT MONOPOINT HK SEE PAGE 3 LS SERIES Aluminum Fixture Headwith 360º Horizontal & 180º Vertical Rotation 14508 Nelson Ave. City of Industry, CA 91744 • tel: 626.336.4511 • fax: 626.330.4266 • www.TroyRLM.com ©2022 Creative Systems Lighting, A Division of Troy-CSL Lighting, Inc. All rights reserved. Subject to change without notice. 3 / 6 PROJECT: NOTE: LB SPEC-00031 UPDATED 04/09/2022 MITER ARM MOUNT ORDER MATRIX (EXAMPLE: 3LBM24TBZ) Pipe Size Arm Type Finish Coastal Coating 3 (¾” IP)LBM18 LBM24 LBM30 (Miter Arm - 18”) (Miter Arm - 24”) (Miter Arm - 30”) Available Finish (Use finish code at bottom) (blank) -C (No Coating) (Coating) SPECIALTY FINISHES STANDARD FINISHES SS (Satin Silver) TBZ (Textured Bronze) TGP (Textured Graphite) TNG (Tangerine) TTL (Tahitian Teal) WT (Gloss White) YEL (Yellow) GA (Galvanized) PNC (Painted Natural Copper) RD (Red) SGR (Sage Green) SGW (Semi Gloss White) SND (Sand) ABL (Aegean Blue) BB (Burnished Bronze) BK (Gloss Black) BLU (Blue) DVG (Dove Gray) FLG (Flannel Gray) LG (Lime Green) MB (Matte Black) MBL (Midnight Blue) PNA (Painted Natural Aluminum) LS SERIES - BULLET HEAD ORDER MATRIX (EXAMPLE: LBLED14TBZ-3) Diameter LED Finish Coastal Coating Mounting Type LB BULLET HEAD LED141,2 (14W LED, 2700K, 90 CRI, 980lm)ABL BB BK BLUDVG FLG GA LG MB MBLPNA PNC RD SGR SGW SNDSS TBZ TGP TNG TTL WTYEL (blank) -C (No Coating) (Coating) -3 (¾” IP) 1. Lamps/LED included 2. Lumen are raw LED value MITER ARM 18” / 24” / 30” 4¼” 180º 51/8” LBM18 / LBM24 / LBM30 MITER ARM LBLED14BK-3 / 3LBM24BK MITER ARM LBLED14WT-3 / 3LBM24WT MITER ARM LBLED14TBZ-3 / 3LBM24TBZ MITER ARM HK LED14-4000K Project Name: FORM AND FUNCTION •Sleek, low proêle housing •Spec grade performance •Engineered for optimum thermal management•Low depreciation rate •Reduces energy consumption and costs up to 65% •Exceeds IES foot candle levels utilizing the least number of poles and êxtures per proMect •Optical system designed for:- Parking Lots - Auto Dealerships - General Area Lighting Type: AREA LIGHTING NV-1 CONSTRUCTION •Die Cast Aluminum •External cooling êns •Corrosion resistant external hardware •One-piece silicone gasket ensures IP-65 seal for electronics compartment •One-piece Optics Plate™ mounting silicone Micro Optics •Two-piece silicone Micro Optic system ensures IP-67 level seal around each PCB •Grade 2 Clear Anodized Optics Plate™ standard WARRANTYFive-year limited warranty for drivers and LEDs. NV-1 with DPS3 LISTINGS •Certiêed to UL 1598• UL 8750• CSA C22.2 No. 250.0 •DesignLights Consortium® (DLC) •DesignLights Consortium Premium® (DLCP) •IP65/ IP67 Rated •3G Vibration Rated per ANSI C136.31-2010 FINISH •3-5 mils electrostatic powder coat. •NLS’ standard high-Tuality ênishes prevent corrosion protects against and extreme environmental conditions Cat# Light Dist. # of LEDs Milliamps Kelvin Volts Mounting Color Options 2700K, 80 CRI(27K8) 3000K, 70 CRI(30K7) 3000K, 80 CRI(30K8) 3500K, 80 CRI(35K8) 4000K, 70 CRI(40K7) 4000K, 80 CRI(40K8) 5000K, 70 CRI(50K7) 5000K, 80 CRI(50K8) 120-277(UNV) 347-480(HV) Bronze Textured(BRZ) White Textured(WHT) Smooth WhiteGloss(SWT) Silver(SVR) Black Textured(BLK) Smooth BlackGloss(SBK) Graphite Textured(GPH) Grey Textured(GRY) Custom(CS) Notes: 1 3 5 2 2 1 1 1123 45 Consult Factory for Lead Time. Consult Factory for 90 CRI Requests.For Round Pole Specify RPA4 or RPA5Standard finish is stainless steel. Can be painted to match fixtureUniversal Voltage 120-277HSS not applicable with Nema 2 and Nema 3 Optics Direct Pole 3” ArmSingle, D180(DPS3) Direct Pole 7” ArmD180, D90, T90, T120, Quad(DPS7) Knuckle Mount(KM) Wall Mount(WM) Trunnion Mount(TM) Tennis Arm(TA) Mast Arm(MA) 16(16L) 32(32L) 48(48L) 64(64L) Type 2 (T2) Type 3 (T3) Type 4 (T4) Type 5 (T5) Nema 224° Narrow Beam (N2) Nema 330° Narrow Beam (N3) NV-1(NV-1)350(35) 530(53) 700(7) 1050(1) Bird Spikes (BS)Marine Grade Finish (MGF)Optic Plate Painted to Match Fixture (OPP)Nema 7-Pin Receptacle(PE7)Photocell + Receptacle (PCR)Receptacle + Shorting Cap (PER)FSP-211 with Motion Sensor(FSP-20) 9'-20'' Heights(FSP-40) 21'-40' HeightsQuick Mount Bracket (QMB)Retroêt Mount Bracket (RQMB)Round Pole Adaptor 3"- 4" Pole (RPA4)Round Pole Adaptor 5"- 6" Pole (RPA5)Rotated Optic Left (ROL)Rotated Optic Right (ROR)Automotive House Side Shield (AHS)House Side Shield (HSS) 44 LED WATTAGE CHART 16L 32L 48L 64L350 milliamps 18w - - -530 milliamps 28w - - -700 milliamps 36w 71w 104w 136w1050 milliamps 56w 106w 156w 205w PL-8 701 Kingshill Place, Carson, CA 90746Call Us Today (310) 341-2037 nlslighting.com PART NUMBER N3 LM/W T2 LM/W DLC T3 LM/W DLC T3 HSS LM/W T4 LM/W DLC T4 AHS LM/W T4 HSS LM/W T5 LM/W DLC W NV-1-16L-35-30K 2016 112 2106 117 P 2106 117 P 1134 63 2187 116 P 1296 72 1116 62 2231 118 P 18NV-1-16L-35-40K 2088 116 2268 126 P 2286 127 P 1206 67 2250 125 P 1368 76 1188 66 2304 128 P 18NV-1-16L-35-50K 2160 120 2376 132 P 2394 133 P 1278 71 2358 131 P 1440 80 1260 70 2412 134 P 18 NV-1-16L-53-30K 3136 112 3192 114 P 3220 115 P 1764 63 3119 113 P 2016 72 1736 62 3248 116 P 28NV-1-16L-53-40K 3248 116 3472 124 P 3472 124 P 1876 67 3444 123 P 2128 76 1848 66 3500 125 P 28NV-1-16L-53-50K 3360 120 3612 129 P 3640 130 P 1988 71 3584 128 P 2240 80 1960 70 3668 131 P 28NV-1-16L-7-30K 4032 112 3960 110 P 3960 110 P 2268 63 3973 109 P 2592 72 2232 62 3996 111 P 36 NV-1-16L-7-40K 4176 116 4428 123 P 4284 119 P 2412 67 4212 117 P 2736 76 2376 66 4320 120 P 36NV-1-16L-7-50K 4320 120 4644 129 P 4500 125 P 2556 71 4428 123 P 2880 80 2520 70 4500 125 P 36NV-1-16L-1-30K 6272 112 6160 110 S 6384 114 P 3528 63 6232 112 P 4032 72 3472 62 6440 115 P 56NV-1-16L-1-40K 6496 116 6832 122 P 6888 123 P 3752 67 6776 121 P 4256 76 3696 66 6944 124 P 56NV-1-16L-1-50K 6720 120 7168 128 P 7224 129 P 3976 71 7112 127 P 4480 80 3920 70 7280 130 P 56 NV-1-32L-7-30K 7952 112 7810 110 S 7810 110 S 4473 63 7739 109 S 5112 72 4402 62 7881 111 S 71NV-1-32L-7-40K 8236 116 9017 127 P 8449 119 P 4757 67 8307 117 P 5396 76 4686 66 8520 120 P 71NV-1-32L-7-50K 8520 120 9159 129 P 8875 125 P 5041 71 8733 123 P 5680 80 4970 70 8946 126 P 71NV-1-32L-1-30K 11872 112 11660 110 S 12084 114 S 6678 63 11820 112 S 7632 72 6572 62 12190 115 S 106NV-1-32L-1-40K 12296 116 12932 122 P 13038 123 P 7102 67 12826 121 P 8056 76 6996 66 13144 124 P 106 NV-1-32L-1-50K 12720 120 13568 128 P 13674 129 P 7526 71 13462 127 P 8480 80 7420 70 13780 130 P 106NV-1-48L-7-30K 11648 112 11440 110 S 11440 110 S 6552 63 11336 109 S 7488 72 6448 62 11544 111 S 104NV-1-48L-7-40K 12064 116 13208 127 P 12376 119 P 6968 67 12168 117 P 7904 76 6864 66 12480 120 P 104NV-1-48L-7-50K 12480 120 13520 130 P 13000 125 P 7384 71 12792 123 P 8320 80 7280 70 13104 126 P 104NV-1-48L-1-30K 17472 112 17160 110 S 17784 114 S 9828 63 17472 112 S 11232 72 9672 62 17940 115 S 156 NV-1-48L-1-40K 18096 116 19032 122 P 19188 123 P 10452 67 18876 121 P 11856 76 10296 66 19344 124 P 156NV-1-48L-1-50K 18720 120 19968 128 P 20124 129 P 11076 71 19812 127 P 12480 80 10920 70 20280 130 P 156NV-1-64L-7-30K 15232 112 14960 110 S 14960 110 S 8568 63 14824 109 S 9792 72 8432 62 15096 111 S 136NV-1-64L-7-40K 15776 116 17272 127 P 16184 119 P 9112 67 15912 117 P 10336 76 8976 66 16320 120 P 136NV-1-64L-7-50K 16320 120 17680 130 P 17000 125 P 9656 71 16728 123 P 10880 80 9520 70 17136 126 P 136 NV-1-64L-1-30K 22960 112 22550 110 S 23370 114 S 12915 63 22960 112 S 14760 72 12710 62 23575 115 S 205NV-1-64L-1-40K 23780 116 25010 122 P 25215 123 P 13735 67 24805 121 P 15580 76 13530 66 25420 124 P 205 NV-1-64L-1-50K 24600 120 26240 128 P 26445 129 P 14555 71 26035 127 P 16400 80 14350 70 26650 130 P 205 LUMENS PART NUMBER T2 T3 T3 HSS T4 T4 HSS T5 NV-1-16L-35-30K B1-U0-G1 B1-U0-G1 B0-U0-G0 B1-U0-G1 B0-U0-G0 B2-U0-G0NV-1-16L-35-40K B1-U0-G1 B1-U0-G1 B0-U0-G0 B1-U0-G1 B0-U0-G0 B2-U0-G0NV-1-16L-35-50K B1-U0-G1 B1-U0-G1 B0-U0-G0 B1-U0-G1 B0-U0-G0 B2-U0-G2NV-1-16L-53-30K B1-U0-G1 B1-U0-G1 B0-U0-G1 B1-U0-G1 B0-U0-G1 B2-U0-G1NV-1-16L-53-40K B1-U0-G1 B1-U0-G1 B0-U0-G1 B1-U0-G1 B0-U0-G1 B2-U0-G1 NV-1-16L-53-50K B1-U0-G1 B1-U0-G1 B0-U0-G1 B1-U0-G1 B0-U0-G1 B2-U0-G1NV-1-16L-7-30K B1-U0-G1 B1-U0-G1 B0-U0-G1 B1-U0-G1 B0-U0-G1 B3-U0-G1 NV-1-16L-7-40K B1-U0-G1 B1-U0-G1 B0-U0-G1 B1-U0-G1 B0-U0-G1 B3-U0-G1NV-1-16L-7-50K B1-U0-G1 B1-U0-G1 B0-U0-G1 B1-U0-G1 B0-U0-G1 B3-U0-G1NV-1-16L-1-30K B1-U0-G1 B1-U0-G1 B0-U0-G1 B1-U0-G1 B0-U0-G1 B3-U0-G1NV-1-16L-1-40K B1-U0-G1 B2-U0-G2 B0-U0-G1 B2-U0-G2 B0-U0-G1 B3-U0-G2NV-1-16L-1-50K B1-U0-G2 B2-U0-G2 B0-U0-G1 B2-U0-G2 B0-U0-G1 B3-U0-G2 NV-1-32L-7-30K B1-U0-G2 B2-U0-G2 B0-U0-G1 B2-U0-G2 B0-U0-G1 B3-U0-G2NV-1-32L-7-40K B1-U0-G2 B2-U0-G2 B0-U0-G1 B2-U0-G2 B0-U0-G2 B3-U0-G2NV-1-32L-7-50K B2-U0-G2 B2-U0-G2 B0-U0-G2 B2-U0-G2 B0-U0-G2 B3-U0-G2NV-1-32L-1-30K B2-U0-G2 B2-U0-G2 B0-U0-G2 B2-U0-G2 B0-U0-G2 B4-U0-G2NV-1-32L-1-40K B2-U0-G2 B2-U0-G2 B0-U0-G2 B3-U0-G2 B0-U0-G2 B4-U0-G2 NV-1-32L-1-50K B2-U0-G2 B3-U0-G3 B0-U0-G2 B3-U0-G3 B0-U0-G2 B4-U0-G2NV-1-48L-7-30K B2-U0-G2 B2-U0-G2 B0-U0-G2 B2-U0-G2 B0-U0-G2 B4-U0-G2NV-1-48L-7-40K B2-U0-G2 B2-U0-G2 B0-U0-G2 B2-U0-G2 B0-U0-G2 B4-U0-G2NV-1-48L-7-50K B2-U0-G2 B3-U0-G3 B0-U0-G2 B2-U0-G2 B0-U0-G2 B4-U0-G2NV-1-48L-1-30K B3-U0-G3 B3-U0-G3 B1-U0-G2 B3-U0-G3 B1-U0-G2 B4-U0-G2 NV-1-48L-1-40K B3-U0-G3 B3-U0-G3 B1-U0-G2 B3-U0-G3 B1-U0-G2 B5-U0-G3NV-1-48L-1-50K B3-U0-G3 B3-U0-G3 B1-U0-G2 B3-U0-G3 B1-U0-G2 B5-U0-G3 NV-1-64L-7-30K B2-U0-G2 B3-U0-G3 B0-U0-G2 B3-U0-G3 B1-U0-G2 B4-U0-G2NV-1-64L-7-40K B3-U0-G3 B3-U0-G3 B0-U0-G2 B3-U0-G3 B1-U0-G2 B4-U0-G2NV-1-64L-7-50K B3-U0-G3 B3-U0-G3 B1-U0-G2 B3-U0-G3 B1-U0-G2 B4-U0-G2NV-1-64L-1-30K B3-U0-G3 B3-U0-G3 B1-U0-G2 B3-U0-G3 B1-U0-G3 B5-U0-G3NV-1-64L-1-40K B3-U0-G3 B3-U0-G3 B1-U0-G3 B3-U0-G4 B1-U0-G3 B5-U0-G3 NV-1-64L-1-50K B3-U0-G3 B3-U0-G3 B1-U0-G3 B3-U0-G4 B1-U0-G3 B5-U0-G3 BUG RATINGS *DLC S= Standard P= Premium PL-8 ORDERING EXAMPLE: EXIT/EM/LED - R - WHT - OPTIONS - D ORDERING INFO SERIES LETTER COLOR HOUSING COLOREXIT/EM/LED R Red GGreen BLK Black WHTIndustry-standard white OPTIONS VOLTAGE HL 1.5-watt high lumen lamp heads PC2 Polycarbonate shield [1] RC Remote capacity SALIDA Salida faceplate [2] SDT Self-diagnostic testWG/COMBO Wireguard [3] D 120V/227V REMOTE HEADS: RHL - T - WHT - OPTIONS - MV[4] SERIES HOUSING HOUSING COLOR OPTIONS VOLTAGE RHL Single remote head DRHL Dual remote headWETRHLWet location single remote headWETDRHLWet location dual remote head T Thermoplastic[5] D Die-cast[6] P Polycarbonate[7] WHT Industry-standard white[8] BLK BlackGRAYGray[9] HL 1.5-watt remote head, 12 LEDs MVMulti-voltage[10] FEATURES ■Provides 90 minutes of emergency operation ■Ultra-bright, energy-efficient, long-life LEDs ■Adjustable heads provide optimal center-to-center spacing ■High-performance reflector and plastic lens for optimal light distribution ■Remote capable option available ■Fully automatic solid-state two rate charger recharges battery in 24 hours ■Charge rate/power “ON” LED indicator light and push-to-test switch for mandated code compliance testing ■Unique design allows double face conversion in the field ■Removable directional indicators ■Self-diagnostic option performs monthly, biannual, and annual tests to ensure reliable operation and meet electrical and life safety codes SPECIFICATIONS ■HOUSING – Injection-molded, engineering-grade, 5VA flame retardant, high-impact resistant, thermoplastic. ■LAMP HEADS – Chrome-plated metallized reflector and plastic lens. ■ELECTRICAL – Dual 120/277 voltage standard. 9.6V Long life, maintenance-free, rechargeable NiCd battery. 1 watt (8 LEDs x 0.125W) per head. 3-4W remote capacity. ■MOUNTING – Mounting canopy for top or end installation. Universal knockout pattern on back plate for wall mount. ■LISTINGS – ■UL 924 standard as an emergency/exit light suitable for dry or damp locations (0°C - +40°C). ■Meets NFPA 101 Life Safety Code, NEC, OSHA, Local and State Codes. ■Certified to CEC under Title 20 Regulations. ■WARRANTY – 5-year limited warranty. NOTES1Ships separately. See page 2 for OPTIONS DETAILS.2 Industry-standard white.3 Ships separately. See page 2 for OPTIONS DETAILS.4 Must specify RC option. Optional. Ships separately. See page 2 for REMOTE HEAD DETAILS.5 RHL and DRHL only. 6 WETRHL and WETDRHL only.7 WETRHL and WETDRHL only.8 RHL and DRHL only.9 WETRHL and WETDRHL only.10For use with 3.6V, 6V, 9.6V, or 12V batteries. 20-5/16″ 2″ 4-5/16″ 8″ 12″ 8-5/8″ 5-1/4″CATALOG #: ______________________________________________ Type: ____________________________________________________ PROJECT:_________________________________________________ EXIT/EM/LED LED Exit & Emergency Light H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Information contained herein is subject to change without notice. Egress Page 1 of 2REV.01/06/22.70395.LA EMX & RE EMX - COMBINATION EXIT/EMERGENCY FIXTURE RE - REMOTE EGRESS FIXTURE PLEASE NOTE - WETDRHL DUAL REMOTE HEAD IS ONLY AVAILABLE IN GRAY FIXTURE DETAILS WALL MOUNT BOLT CIRCLE PATTERN MOUNTING CANOPY BOLT CIRCLE PATTERN Not to scale. ø3-1/2″ BC ø4-3/4″ BC (14) 1/2″ x 3/16″ KOs ø2-3/4″ BC3-1/4″8″ 7/8″ square KO 12″ ø11/16″ hole (8) 3/16″ slots (7) ø1/8″ holes ø3-1/2″ BC ø2-3/4″ BC ELECTRICAL INFORMATION CATALOG NUMBER INPUT WATTS (W) INPUT AMPS (A) 120V 277V 120V 277V EXIT/EM/LED-R 3.7 3.8 0.040 0.020 EXIT/EM/LED-G-RC 3.0 3.2 0.030 0.014 EXIT/EM/LED-R-RC 3.4 3.6 0.033 0.015 EXIT/EM/LED-RC-SDT 5.2 5.7 0.046 0.022 REMOTE HEAD DETAILS RHL DRHL WETRHL WETDRHL DIMENSIONS: 5-7/8″ X 4-7/8″DIMENSIONS: 8-1/2″ X 5″DIMENSIONS: 4-1/2″ x 6-5/8″DIMENSIONS: 10-3/8″ x 6-3/4″ OPTIONS DETAILS Ships separately. PC2 WG/COMBO DIMENSIONS: 15″ x 22″ x 7-3/4″DIMENSIONS: 13-3/4″ X 30-5/8″ X 6″ EXIT/EM/LED LED Exit & Emergency Light H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Information contained herein is subject to change without notice. Egress Page 2 of 2REV.01/06/22.70395.LA EMX & RE Square Straight Steel Pole SSSP Height10’ - 35’ Pole Shaft The pole shaft material is a weldable grade hot rolled commercial quality carbon steel tubing with a minimum yield of 46,000 psi. Conforms to ASTM A500 Grade B Standards. Poles have ground lug welded inside hand-hole opposite side of the hand-hole. Pole shaft is welded to base plate on top and bottom of base plate. Base Plate The Base Plate is manufactured from structural hot rolled steel that meets or exceeds a minimum yield strength of 36,000 psi, conforms the ASTM–A36 standards. Base Plate vary in size from 1” thick for poles 21 feet and over, 3/4” thick for poles 10 to 20 feet. Anchor Bolts All anchor bolts are hot dipped galvanized steel and come with two galvanized nuts and washers per bolt. Minimum yield strength 50,000 psi. Anchor bolts are not included for Custom Bolt Circle. Base Cover All base covers are fabricated two-piece 6063 aluminum and powder coated to match the pole. Hand-HoleA reinforced hand-hole is 12” on center from the base plate and is constructed of 3“x 5” rectangular steel tubing which is welded to pole shaft for added strength. The hand-hole covers are provided with internal bridge support and powder coated to match pole ênish. Pole CapAll poles come with a removable polymer pole cap installed. All pole caps are black ênish. Finish All poles are treated with shot blast media for a near white ênish, power blasted with 100 psi prior to powder coat application. Electrostatically applied polyester powder coat with a 3 to 5 mil thickness for maximum adherence. Marine Grade Finish All poles are washed through a 5-stage cleaning system with a deionized rinse, a 3 to 5 mils zinc rich durable polyester primer powder coat, followed by a 3 to 5 mils super durable polyester powder coat ênish. Galvanized Finish All poles are Hot Dipped Galvanized in a multi stage process. Galvanizing Speciêcation, =inc (Hot Dipped Galvanized) per ASTM A 123/A 123M – 02 =inc coatings on threaded materials shall conform to speciêcation A 153 /A 153M. The coating shall be continuous and reasonably smooth and uniform in thickness and in weight. Galvanizing Adherence - The =inc coating shall withstand handling consistent with the nature and thickness of the coating and normal use of the article without peeling or flaking. Galvanized Under Powder Galvanized Under Powder (GUP) adheres to above galvanized speciêcation, and the second stage is a light sand blast on the outside of the pole, third stage is a 3-5 mils polyester powder coat ênish for maximum adherence. Vibration Dampener The Vibration Dampener is factory installed. The Vibration Dampener consists of a rugged galvanized chain coated with heavy duty polyester tubing that is factory secured at the bottom 2-3rds of the pole and êeld secured by contractor at the base during installation. 4”5”6” 1 PL POLE - 22' SquareStraight Steel Pole(SSSP) 4” Square(4S) 5” Square(5S) 6” Square(6S) .120Wall Thickness(11G) .180Wall Thickness(7G) 10’ (10) 12’ (12) 14’ (14)16’ (16) 18’ (18) 20’ (20)22’ (22) 24’ (24) 25’ (25)26’ (26) 28’ (28)30’ (30) 35’ (35) Project Name:Type: Cat# Height Pole Dimension Gauge Base Pattern 701 Kingshill Place, Carson, CA 90746Call Us Today (310) 341-2037 nlslighting.com (10’-20’)9”- 10 3/8“Bolt Circle(9BC) (22’-35’)11 1/2”- 14“Bolt Circle(12BC) Custom Bolt Circle(CBC)* Consult Factory 3/4” x 30”(3430) 1” x 36”(136) Less AnchorBolts(LAB) GFI Kit(GFI20A)20 AmpWeather Proof Receptacle GFIProvision Only(PROV) Galvanized(GLV) GalvanizedUnder Powder(GUP) 1/2” Coupling(COUP)* Specify Location Vibration Dampener(VD) Extra Hand Hole(XHH)* Specify Location Marine GradeFinish(MGF) Bronze Textured(BRZ) White Textured(WHT) Smooth WhiteGloss(SWT) Silver(SVR) Green Textured(GRN) Hunter Green Textured(HGN) Black Textured(BLK) Smooth BlackGloss(SBK) Graphite Textured(GPH) Grey Textured(GRY) Custom(CS) Mounting Color Bolts Options Single(SGL) Double(D-90)(D-180) Triple(T-90) Quad(QD) No Drill(ND)*Tenon Option Tenon 2 3/8” Round (T2R) 3” Round (T3R) 3 1/2” Round (T312R) 4 1/2” Round (T412R) 3 1/2” Square (T312S) 4 1/2” Square (T412S) 5 1/2” Square (T512S) SSSP ORDERING GUIDE 2 PL POLE - 22' 701 Kingshill Place, Carson, CA 90746Call Us Today (310) 341-2037 nlslighting.com SSSP EPA DATA Maximum EPA (ft) Allowable POLE HEIGHT POLE DIA. WALL BASE PLATE BOLT CIRCLE SIZE BOLTS 80 Mph 90 Mph 100 Mph 10’ 4” SQ .120 9” Sq. x 3/4” 9 3/16” 3/4” x 30” 26.8 18.7 15.5 12’ 4” SQ .120 9” Sq. x 3/4” 9 3/16” 3/4” x 30” 20.5 15.5 9.7 14’ 4” SQ .120 9” Sq. x 3/4” 9 3/16” 3/4” x 30” 16.5 11.4 9.7 15’ 4” SQ .180 9” Sq. x 3/4” 9 3/16” 3/4” x 30” 18.2 12.2 10.4 16’ 4” SQ .120 9” Sq. x 3/4” 9 3/16” 3/4” x 30” 13.5 9.8 8.6 18’ 4” SQ .120 9” Sq. x 3/4” 9 3/16” 3/4” x 30” 9.8 7.2 5.4 20’ 4” SQ .120 9” Sq. x 3/4” 9 3/16” 3/4” x 30” 8.2 5.5 4.0 20’ 4” SQ .180 9” Sq. x 3/4” 9 3/16” 3/4” x 30” 14.5 10.0 7.6 20’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 26.2 21.2 15.4 22’ 4” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 6.3 3.7 1.8 22’ 4” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 11.8 7.9 5.3 22’ 5” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 12.5 8.3 5.4 22’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 21.1 15.2 10.9 24’ 4” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 5.3 2.7 1.5 24’ 4” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 10.8 6.8 4.2 24’ 5” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 5.3 2.7 1.5 24’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 19.8 13.7 9.1 25’ 4” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 4.7 2.5 1.2 25’ 4” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 10.9 7.4 5.2 25’ 5” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 10.2 6.6 1.6 25’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 18.9 13.2 9.6 26’ 4” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 4.7 2.5 1.2 26’ 4” SQ .180 12” Sq. x 1”12 3/4” 1”x 36” 10.7 7.1 4.9 26’ 5” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 9.8 6.3 1.3 26’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 18.5 12.9 9.4 28’ 4” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 6.0 2.2 1.6 28’ 5” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 5.8 3.2 1.5 28’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 12.2 7.8 4.6 28’ 6” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 21.7 14.6 9.8 30’ 5” SQ .120 12” Sq. x 1” 12 3/4” 1”x 36” 5.2 2.3 - 30’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 11.6 6.9 4.1 30’ 6” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 18.8 12.7 8.3 32’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 10.1 4.9 2.6 32’ 6” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36”16.6 8.4 5.2 35’ 5” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 6.8 2.4 1.9 35’ 6” SQ .180 12” Sq. x 1” 12 3/4” 1”x 36” 12.2 7.1 3.9 *Anchor Bolts are NOT included with Custom Bolt Circle.*Do NOT pour concrete referencing this drawing. Consult Factory. *All wind loading calculations are based on sustained wind force plus an additional 1.3 gust. 3 MOUNTING CONFIGURATION Single(SGL)Double(D-90)Double(D-180)Triple(T-90)Quad(QD) PL POLE - 22' 2.2.b Packet Pg. 69 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) F. F . E . = 6 6 6 . 9 5 BE L L E T I R E 9, 8 0 0 S F EXISTING RICKY ROCKETS DEVELOPMENT EAST LAKE COOK ROAD HP100 PLATFORM PROFILE AUTOTURN EXHIBIT FIRE TRUCK TR-1 Know what's R 02040 1" = 20' F Copyright 2023, Enright Architects, P.C.C 1 2 E D 3 4 5 C B A 76 8 9 Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 100 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal 23-240 09/01/2023 - VILLAGE SUBMITTAL 09/29/2023 - ENGINEERING RESUBMITTAL 10/17/2023 - REVISION PER VILLAGE 2.2.b Packet Pg. 70 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) ±± ± Copyright 2017, Enright Architects, P.C. Sheet Number Project Number Issued for Sheet Project 628 E. Parent Avenue Suite 106 Royal Oak, MI 48067 248.258.6485 (O) 248.330.9395 (C) cenright@enrightarchitects.com A P R O F E S S I O N A L C O R P O R A T I O N Consultant Seal TRUCK TURN EXHIBIT TT-EXH 03060 1" = 30' 2.2.b Packet Pg. 71 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) 2.2.b Packet Pg. 72 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) 2.2.b Packet Pg. 73 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) s/>>'K& h&&>K'ZKs W>EEhE/ds>KWDEd^dEZ^ /ŶĂĚĚŝƚŝŽŶƚŽƚŚĞƐƉĞĐŝĂůƵƐĞƐƚĂŶĚĂƌĚƐ͕ĂůůƉůĂŶŶĞĚƵŶŝƚĚĞǀĞůŽƉŵĞŶƚƐƐŚĂůůŵĞĞƚƚŚĞĨŽůůŽǁŝŶŐŐĞŶĞƌĂů ƐƚĂŶĚĂƌĚƐ͗ ϭ͘ ,ĂǀĞƚŚĞŵŝŶŝŵƵŵĂƌĞĂƐĂƐƐĞƚĨŽƌƚŚŝŶ ^ĞĐƚŝŽŶϭϳ͘ϭϲ͘ϬϲϬ͘ ZĞƐƉŽŶƐĞ͗ dŚĞ ƉƌŽƉŽƐĞĚĞůůĞdŝƌĞĚĞǀĞůŽƉŵĞŶƚǁŝůů ďĞŽŶ>ŽƚϯŽĨƚŚĞůƵĞƐƚŽŶĞZĞƐƵďĚŝǀŝƐŝŽŶ͘ >ŽƚϯŝƐϭ͘ϬϲĂĐƌĞƐ͖ƚŚĞŽǀĞƌĂůůƐƵďĚŝǀŝƐŝŽŶ ŝƐϳ͘ϲϮĂĐƌĞƐ͘ Ϯ͘ dŚĞƵƐĞƐƉĞƌŵŝƚƚĞĚŝŶƐƵĐŚĚĞǀĞůŽƉŵĞŶƚĂƌĞŶŽƚŽĨƐƵĐŚĂŶĂƚƵƌĞŽƌƐŽůŽĐĂƚĞĚĂƐƚŽĞǆĞƌĐŝƐĞĂŶ ƵŶĚƵĞĚĞƚƌŝŵĞŶƚĂůŝŶĨůƵĞŶĐĞŽƌĞĨĨĞĐƚƵƉŽŶƚŚĞƐƵƌƌŽƵŶĚŝŶŐŶĞŝŐŚďŽƌŚŽŽĚ͖ ZĞƐƉŽŶƐĞ͗ x dŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚǁŝůůĐŽŵƉůĞŵĞŶƚ ƚŚĞĞǆŝƐƚŝŶŐƐƵƌƌŽƵŶĚŝŶŐďƵƐŝŶĞƐƐĞƐŝŶ ƚŚĞ ůƵĞƐƚŽŶĞZĞƐƵďĚŝǀŝƐŝŽŶŝŶĐůƵĚŝŶŐƚŚĞZŝĐŬǇZŽĐŬĞƚƐ'ĂƐ^ƚĂƚŝŽŶ͕ŽŶǀĞŶŝĞŶĐĞ ^ƚŽƌĞ͕ĂƌǁĂƐŚ͕ĂŶĚƉƌŽƉŽƐĞĚƐĞůĨͲƐƚŽƌĂŐĞĨĂĐŝůŝƚǇĚĞǀĞůŽƉŵĞŶƚ͘dŚĞĞůůĞdŝƌĞƌĞƚĂŝů ĂŶĚĂƵƚŽŵŽƚŝǀĞƐĞƌǀŝĐĞƐƚŽƌĞǁŝůů ŶŽƚŚĂǀĞĂŶǇŶĞŐĂƚŝǀĞĞĨĨĞĐƚŽŶƚŚĞƐƵƌƌŽƵŶĚŝŶŐ ŶĞŝŐŚďŽƌŚŽŽĚ͘ x dŚŝƐĞǀĞůŽƉŵĞŶƚ ǁŝůůƉƌŽǀŝĚĞĂƚŝƌĞƌĞƚĂŝůĂŶĚĂƵƚŽƐĞƌǀŝĐĞŽƉƚŝŽŶĨŽƌƚŚĞĐŽŵŵƵŶŝƚǇ͕ ĞŵƉůŽǇŵĞŶƚ ĨŽƌsŝůůĂŐĞĂŶĚŶĞŝŐŚďŽƌŝŶŐĂƌĞĂƌĞƐŝĚĞŶƚƐ͕ĂŶĚĐŽŶƚƌŝďƵƚĞƚŽƚŚĞ ŵƵŶŝĐŝƉĂůƚĂǆďĂƐĞŐƌŽǁƚŚ͘ x WƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚǁŝůůŵĞĞƚĂůůĞŶŐŝŶĞĞƌŝŶŐ͕ƉƵďůŝĐŚĞĂůƚŚ͕ƐĂĨĞƚǇĂŶĚŐĞŶĞƌĂů ǁĞůĨĂƌĞƐƚĂŶĚĂƌĚƐŽĨƚŚĞ sŝůůĂŐĞ͘ x WƌŽƉŽƐĞĚƵƐĞŚĂƐǀĞƌǇůŝŵŝƚĞĚƉĞĂŬŚŽƵƌǀĞŚŝĐƵůĂƌƚƌŝƉƐĂŶĚǁŝůůŶŽƚĐƌĞĂƚĞƚƌĂĨĨŝĐ ĐŽŶŐĞƐƚŝŽŶ͘ x ƐƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚŝƐ ǁŝƚŚŝŶĂ ĚĞǀĞůŽƉŝŶŐƐƵďĚŝǀŝƐŝŽŶ ĂůŽŶŐĂŶĞǆŝƐƚŝŶŐ ĐŽŵŵĞƌĐŝĂůĐŽƌƌŝĚŽƌ͕ĂůůƌĞƋƵŝƌĞĚĚƌǇĂŶĚǁĞƚƵƚŝůŝƚŝĞƐĂƐǁĞůůĂƐŽƚŚĞƌĞƐƐĞŶƚŝĂů ŵƵŶŝĐŝƉĂůƐĞƌǀŝĐĞƐĂƌĞŽƌǁŝůůďĞƉƌŽǀŝĚĞĚ͘ x ƵŝůĚŝŶŐǁŝůůďĞĨƵůůǇĨŝƌĞƐƵƉƉƌĞƐƐĞĚĂŶĚŵĞĞƚĂůůĂƐƉĞĐƚƐŽĨE&WĂƐǁĞůůĂƐƉƌŽǀŝĚĞ ǀŝƐƵĂůĂŶĚĂƵĚŝďůĞƐĞĐƵƌŝƚǇƐǇƐƚĞŵƐ͘ x ĞǀĞůŽƉŵĞŶƚǁŝůůŶŽƚƌĞƋƵŝƌĞĂŶǇƐƉĞĐŝĂůƐĞĐƵƌŝƚǇŽĨƐĂĨĞƚǇƐƵƉƉŽƌƚĨƌŽŵƚŚĞsŝůůĂŐĞ ŽƚŚĞƌƚŚĂŶƐƚĂŶĚĂƌĚĞŵĞƌŐĞŶĐǇƐĞƌǀŝĐĞƐ͘ x ůĞĐƚƌŝĐƚŝƌĞĞƋƵŝƉŵĞŶƚǁŝůůƌĞĚƵĐĞĂŶǇƉŽƚĞŶƚŝĂůŶŽŝƐĞĐŽŶĐĞƌŶƐ͘ x ůůŝůůƵŵŝŶĂƚŝŽŶƐŚĂůůďĞĨƵůů͞ĐƵƚͲŽĨĨ͟ƚŽůŝŵŝƚĂŶǇůŝŐŚƚƉŽůůƵƚŝŽŶ͘ x ƵŝůĚŝŶŐŵĂƚĞƌŝĂůƐĂŶĚĚĞƐŝŐŶĂƌĞĐŽŶƐŝĚĞƌĞĚƚŽďĞŽĨŚŝŐŚƋƵĂůŝƚǇ͘ x ĞůůĞ ŚĂƐĂǀĞƌǇĂĐƚŝǀĞWƌŽƉĞƌƚǇDĂŶĂŐĞŵĞŶƚĚĞƉĂƌƚŵĞŶƚƚŚĂƚƐĞƌǀŝĐĞƐĂŶĚŵĂŝŶƚĂŝŶƐ ƚŚĞŝƌďƵŝůĚŝŶŐƐŽŶĂƐĐŚĞĚƵůĞĚďĂƐŝƐƐŽƋƵĂůŝƚǇŝƐŵĂŝŶƚĂŝŶĞĚ͘ x ĞůůĞŝƐĂƐƵďƐƚĂŶƚŝĂů͕ůŽŶŐͲƐƚĂŶĚŝŶŐĞŶƚŝƚǇƚŚĂƚǁŝůůƉƌŽǀŝĚĞĐŽŶƐƚĂŶƚƐƵƉƉŽƌƚƚŽƚŚĞ ƉƌŽƉŽƐĞĚĨĂĐŝůŝƚǇĂŶĚĂƌĞĂ͘ 2.2.b Packet Pg. 74 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) s/>>'K& h&&>K'ZKs ϯ͘ dŚĞƉůĂŶĞĨĨĞĐƚŝǀĞůǇƚƌĞĂƚƐƚŚĞĚĞǀĞůŽƉŵĞŶƚĂůƉŽƐƐŝďŝůŝƚŝĞƐŽĨƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚǇ͕ŵĂŬŝŶŐ ĂƉƉƌŽƉƌŝĂƚĞƉƌŽǀŝƐŝŽŶƐĨŽƌƚŚĞƉƌĞƐĞƌǀĂƚŝŽŶŽĨƐƚƌĞĂŵƐ͕ǁŽŽĚĞĚĂƌĞĂƐ͕ƐĐĞŶŝĐǀŝĞǁƐ͕ĨůŽŽĚƉůĂŝŶ ĂƌĞĂƐ͕ĂŶĚƐŝŵŝůĂƌƉŚǇƐŝĐĂůĨĞĂƚƵƌĞƐ͖ ZĞƐƉŽŶƐĞ͗ tŝƚŚ ƚŚĞĚĞŵŽůŝƚŝŽŶŽĨƚŚĞDK,ĂƌƌŝƐĂŶŬ ŝŶϮϬϮϬ͕ƚŚĞĞǆŝƐƚŝŶŐĂƌĞĂďĞŝŶŐ ĐŽŶƐŝĚĞƌĞĚĨŽƌ ƚŚŝƐĞůůĞdŝƌĞĚĞǀĞůŽƉŵĞŶƚŝƐƉƌŝŵĂƌŝůǇĂŶŽƉĞŶŐƌĂƐƐůŽƚǁŝƚŚŶŽ ƐŝŐŶŝĨŝĐĂŶƚƚŽƉŽŐƌĂƉŚǇ ŽƌǁĂƚĞƌĐŽƵƌƐĞƐ͘ dŚĞƌĞĂƌĞ ĞǆŝƐƚŝŶŐƚƌĞĞƐĂůŽŶŐƚŚĞǁĞƐƚĂŶĚ ĞĂƐƚďŽƵŶĚĂƌŝĞƐ ǁŚŝĐŚǁŝůůďĞƉƌŽƚĞĐƚĞĚ ĚƵƌŝŶŐĚĞǀĞůŽƉŵĞŶƚ͘dŚĞƌĞĂƌĞĂĨĞǁůĂƌŐĞƌ ƚƌĞĞƐ ũƵƐƚŽĨĨƐŝƚĞŝŶƚŚĞƐŽƵƚŚĞĂƐƚĐŽƌŶĞƌ͕ǁŚŝĐŚǁŝůůĂůƐŽďĞƉƌŽƚĞĐƚĞĚ͘ EĞǁ ƉůĂŶƚŝŶŐƐ͕ ŝŶĐůƵĚŝŶŐƚƌĞĞƐ͕ƐŚƌƵďƐ͕ŐƌĂƐƐĞƐ͕ ĂŶĚƉĞƌĞŶŶŝĂůƐ͕ǁŝůůďĞŝŶƐƚĂůůĞĚŽŶͲƐŝƚĞŝŶĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚŽƌĞǆĐĞĞĚŝŶŐsŝůůĂŐĞƌĞƋƵŝƌĞŵĞŶƚƐ͘ ϰ͘ ůůƌĞƋƵŝƌĞŵĞŶƚƐƉĞƌƚĂŝŶŝŶŐƚŽĐŽŵŵĞƌĐŝĂů͕ƌĞƐŝĚĞŶƚŝĂů͕ŝŶƐƚŝƚƵƚŝŽŶĂůŽƌŽƚŚĞƌƵƐĞƐĞƐƚĂďůŝƐŚĞĚŝŶ ƚŚĞƉůĂŶŶĞĚƵŶŝƚĚĞǀĞůŽƉŵĞŶƚĐŽŶĨŽƌŵƚŽƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐĨŽƌĞĂĐŚŝŶĚŝǀŝĚƵĂůĐůĂƐƐŝĨŝĐĂƚŝŽŶĂƐ ĞƐƚĂďůŝƐŚĞĚĞůƐĞǁŚĞƌĞŝŶƚŚŝƐdŝƚůĞ͕ĞǆĐĞƉƚĂƐŵĂǇďĞƐƉĞĐŝĨŝĐĂůůǇǀĂƌŝĞĚĨŽƌƚŚĞƉƌŽƉĞƌƉůĂŶŶŝŶŐ ŽĨƚŚĞƉůĂŶŶĞĚƵŶŝƚĚĞǀĞůŽƉŵĞŶƚ͖ ZĞƐƉŽŶƐĞ͗ dŚŝƐƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚŝŶƚĞŶĚƐƚŽŵĞĞƚĂůůƌĞƋƵŝƌĞĚĂƐƉĞĐƚƐŽĨƚŚĞǌŽŶŝŶŐ ŽƌĚŝŶĂŶĐĞ͘ ϱ͘ dŚĞWůĂŶŶŝŶŐĂŶĚŽŶŝŶŐŽŵŵŝƐƐŝŽŶƐŚĂůůĚĞƚĞƌŵŝŶĞƚŚĂƚƚŚĞĂƌĞĂĂŶĚǁŝĚƚŚŽĨƚŚĞůŽƚƐŚĂůůďĞ ƐƵĨĨŝĐŝĞŶƚĨŽƌƚŚĞƉƌŽƉŽƐĞĚƵƐĞ͕ĂŶĚƚŚĂƚƚŚĞĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞƉƌŽƉĞƌƚǇŝŶƚŚĞƉƌŽƉŽƐĞĚ ŵĂŶŶĞƌĐƌĞĂƚĞƐŶŽŽƵƚůŽƚƐǁŚŝĐŚǁŝůůďĞĚŝĨĨŝĐƵůƚƚŽĚĞǀĞůŽƉŝŶĂŶĂƉƉƌŽƉƌŝĂƚĞŵĂŶŶĞƌ͘ ZĞƐƉŽŶƐĞ͗ ĐŬŶŽǁůĞĚŐĞĚ͘dŚŝƐƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚ ŽŶ>ŽƚϯŽĨƚŚĞůƵĞƐƚŽŶĞZĞƐƵďĚŝǀŝƐŝŽŶ ǁŝůůŶŽƚĐƌĞĂƚĞĂĚĚŝƚŝŽŶĂůŽƵƚůŽƚƐ͘ 2.2.b Packet Pg. 75 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) VILLAGE OF BUFFALO GROVE ƵƌŝŶŐǇŽƵƌƚĞƐƚŝŵŽŶǇĂƚƚŚĞWƵďůŝĐ,ĞĂƌŝŶŐ͕ǇŽƵŶĞĞĚƚŽƚĞƐƚŝĨǇĂŶĚƉƌĞƐĞŶƚǇŽƵƌĐĂƐĞĨŽƌƚŚĞ^ƉĞĐŝĂů hƐĞďĞŝŶŐƌĞƋƵĞƐƚĞĚ͘/ŶĚŽŝŶŐƐŽ͕ ǇŽƵŶĞĞĚƚŽĂĚĚƌĞƐƐƚŚĞƐŝǆ ;ϲͿ^ƉĞĐŝĂůhƐĞ^ƚĂŶĚĂƌĚƐůŝƐƚĞĚďĞůŽǁ͗ ^W/>h^^dEZ^ ϭ͘ dŚĞƐƉĞĐŝĂůƵƐĞǁŝůůƐĞƌǀĞƚŚĞƉƵďůŝĐĐŽŶǀĞŶŝĞŶĐĞĂƚƚŚĞůŽĐĂƚŝŽŶŽĨƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚǇ͖ŽƌƚŚĞ ĞƐƚĂďůŝƐŚŵĞŶƚ͕ŵĂŝŶƚĞŶĂŶĐĞŽƌŽƉĞƌĂƚŝŽŶŽĨƚŚĞƐƉĞĐŝĂůƵƐĞǁŝůůŶŽƚďĞĚĞƚƌŝŵĞŶƚĂůƚŽŽƌ ĞŶĚĂŶŐĞƌƚŚĞƉƵďůŝĐŚĞĂůƚŚ͕ƐĂĨĞƚǇ͕ŵŽƌĂůƐ͕ĐŽŵĨŽƌƚ͕ŽƌŐĞŶĞƌĂůǁĞůĨĂƌĞ͖ ZĞƐƉŽŶƐĞ͗ dŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚ͛ƐůŽĐĂƚŝŽŶŚĂƐďĞĞŶƚŚŽƌŽƵŐŚůǇǀĞƚƚĞĚďǇĞůůĞdŝƌĞ WƌŽƉĞƌƚǇDĂŶĂŐĞŵĞŶƚĂƐĂŶĞǆĐĞůůĞŶƚůŽĐĂƚŝŽŶĨŽƌƚŚĞŝƌĨƵƚƵƌĞƐƚŽƌĞ͘ĞůůĞ dŝƌĞ͛ƐƵƐĞŝƐĐŽŶƐŝƐƚĞŶƚǁŝƚŚƐŝŵŝůĂƌŶĞŝŐŚďŽƌŝŶŐĐŽŵŵĞƌĐŝĂůďƵƐŝŶĞƐƐĞƐ͕ ŝŶĐůƵĚŝŶŐ;ďƵƚŶŽƚůŝŵŝƚĞĚƚŽͿ͗ tŚĞĞůŝŶŐĂƌĞĂƌĞŶƚĞƌ;ŝŶĐ͘dŝƌĞŽƐƐ ĂŶĚ EĞŝŐŚďŽƌŚŽŽĚƵƚŽĂƌĞͿ͕ :ƵƐƚdŝƌĞƐ͕ƵƚŽŽŶĞ ƵƚŽWĂƌƚƐ͕ƵĨĨĂůŽ 'ƌŽǀĞƵƚŽ ĞŶƚĞƌ ĂŶĚĂƌtĂƐŚ͕ĂƌͲydŝƌĞΘƵƚŽ͕ĂŬŽƚĂ<ƵƚŽ ZĞƉĂŝƌ ĂŶĚdŝƌĞĞŶƚĞƌ͕ ĂŶĚ&ŝƌĞƐƚŽŶĞŽŵƉůĞƚĞƵƚŽĂƌĞ͘ dŚŝƐ ĞǀĞůŽƉŵĞŶƚǁŝůůŵĞĞƚĂůůĞŶŐŝŶĞĞƌŝŶŐ͕ƉƵďůŝĐŚĞĂůƚŚ͕ƐĂĨĞƚǇĂŶĚŐĞŶĞƌĂů ǁĞůĨĂƌĞƐƚĂŶĚĂƌĚƐŽĨƚŚĞsŝůůĂŐĞ͘dŚĞďƵŝůĚŝŶŐǁŝůůďĞĨƵůůǇĨŝƌĞƐƵƉƉƌĞƐƐĞĚĂŶĚ ŵĞĞƚĂůůĂƐƉĞĐƚƐŽĨE&WĂƐǁĞůůĂƐƉƌŽǀŝĚĞǀŝƐƵĂůĂŶĚĂƵĚŝďůĞƐĞĐƵƌŝƚǇƐǇƐƚĞŵƐ͘ dŚĞĚĞǀĞůŽƉŵĞŶƚǁŝůůŶŽƚƌĞƋƵŝƌĞĂŶǇƐƉĞĐŝĂůƐĞĐƵƌŝƚǇŽƌ ƐĂĨĞƚǇƐƵƉƉŽƌƚĨƌŽŵ ƚŚĞsŝůůĂŐĞŽƚŚĞƌƚŚĂŶƐƚĂŶĚĂƌĚĞŵĞƌŐĞŶĐǇƐĞƌǀŝĐĞƐ͘ůĞĐƚƌŽŶŝĐƚŝƌĞĞƋƵŝƉŵĞŶƚ ǁŝůůƌĞĚƵĐĞĂŶǇƉŽƚĞŶƚŝĂůŶŽŝƐĞĐŽŶĐĞƌŶƐ͘ Ϯ͘ dŚĞůŽĐĂƚŝŽŶĂŶĚƐŝǌĞŽĨƚŚĞƐƉĞĐŝĂůƵƐĞ͕ƚŚĞŶĂƚƵƌĞĂŶĚŝŶƚĞŶƐŝƚǇŽĨƚŚĞŽƉĞƌĂƚŝŽŶŝŶǀŽůǀĞĚŝŶŽƌ ĐŽŶĚƵĐƚĞĚŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƐĂŝĚƐƉĞĐŝĂůƵƐĞ͕ƚŚĞƐŝǌĞŽĨƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚǇŝŶƌĞůĂƚŝŽŶƚŽƐƵĐŚ ƐƉĞĐŝĂůƵƐĞ͕ĂŶĚƚŚĞůŽĐĂƚŝŽŶŽĨƚŚĞƐŝƚĞǁŝƚŚƌĞƐƉĞĐƚƚŽ ƐƚƌĞĞƚƐŐŝǀŝŶŐĂĐĐĞƐƐƚŽŝƚƐŚĂůůďĞƐƵĐŚ ƚŚĂƚŝƚǁŝůůďĞŝŶŚĂƌŵŽŶǇǁŝƚŚƚŚĞĂƉƉƌŽƉƌŝĂƚĞ͕ŽƌĚĞƌůǇĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞĚŝƐƚƌŝĐƚŝŶǁŚŝĐŚŝƚŝƐ ůŽĐĂƚĞĚ͖ ZĞƐƉŽŶƐĞ͗ dŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚǁŝůůĐŽŵƉůĞŵĞŶƚƚŚĞĞǆŝƐƚŝŶŐƐƵƌƌŽƵŶĚŝŶŐ ďƵƐŝŶĞƐƐĞƐŝŶƚŚĞZŝĐŬǇZŽĐŬĞƚƐĞǀĞůŽƉŵĞŶƚ ŝŶĐůƵĚŝŶŐƚŚĞZŝĐŬǇZŽĐŬĞƚƐ'ĂƐ ^ƚĂƚŝŽŶ͕ŽŶǀĞŶŝĞŶĐĞ^ƚŽƌĞ͕ĂƌǁĂƐŚ͕ĂŶĚƉƌŽƉŽƐĞĚƐĞůĨͲƐƚŽƌĂŐĞĨĂĐŝůŝƚǇ ĚĞǀĞůŽƉŵĞŶƚ͘ ĐĐĞƐƐƚŽƚŚĞƐŝƚĞŚĂƐďĞĞŶŵĂƐƚĞƌƉůĂŶŶĞĚǁŝƚŚƚŚĞůƵĞƐƚŽŶĞ ZĞƐƵďĚŝǀŝƐŝŽŶǁŝƚŚƚǁŽĂĐĐĞƐƐƉŽŝŶƚƐ͗ŽŶĞĨƌŽŵ>ĂŬĞŽŽŬZŽĂĚĂŶĚŽŶĞĨƌŽŵ >ĞǆŝŶŐƚŽŶƌŝǀĞ͘ dŚĞƉƌŽƉŽƐĞĚƵƐĞŚĂƐǀĞƌǇůŝŵŝƚĞĚƉĞĂŬŚŽƵƌǀĞŚŝĐƵůĂƌƚƌŝƉƐ ĂŶĚǁŝůůŶŽƚĐƌĞĂƚĞƚƌĂĨĨŝĐĐŽŶŐĞƐƚŝŽŶ͘ ϯ͘ dŚĞƐƉĞĐŝĂůƵƐĞǁŝůůŶŽƚďĞŝŶũƵƌŝŽƵƐƚŽƚŚĞƵƐĞĂŶĚĞŶũŽǇŵĞŶƚŽĨŽƚŚĞƌƉƌŽƉĞƌƚǇŝŶƚŚĞŝŵŵĞĚŝĂƚĞ ǀŝĐŝŶŝƚǇŽĨƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚǇĨŽƌƚŚĞƉƵƌƉŽƐĞƐĂůƌĞĂĚǇƉĞƌŵŝƚƚĞĚŝŶƐƵĐŚǌŽŶŝŶŐĚŝƐƚƌŝĐƚ͕ŶŽƌ ƐƵďƐƚĂŶƚŝĂůůǇĚŝŵŝŶŝƐŚĂŶĚŝŵƉĂŝƌŽƚŚĞƌƉƌŽƉĞƌƚǇǀĂůƵĂƚŝŽŶƐǁŝƚŚƚŚĞŶĞŝŐŚďŽƌŚŽŽĚ͖ ZĞƐƉŽŶƐĞ͗ dŚŝƐŵƵůƚŝͲŵŝůůŝŽŶͲĚŽůůĂƌĚĞǀĞůŽƉŵĞŶƚŽŶĂŶĞǆŝƐƚŝŶŐǀĂĐĂŶƚůŽƚǁŝůůŝŶĐƌĞĂƐĞ ƐƵƌƌŽƵŶĚŝŶŐƉƌŽƉĞƌƚǇǀĂůƵĞƐ͘ĞůůĞŚĂƐĂǀĞƌǇĂĐƚŝǀĞWƌŽƉĞƌƚǇDĂŶĂŐĞŵĞŶƚ ĚĞƉĂƌƚŵĞŶƚƚŚĂƚƐĞƌǀŝĐĞƐĂŶĚ ŵĂŝŶƚĂŝŶƐƚŚĞŝƌďƵŝůĚŝŶŐƐŽŶĂƐĐŚĞĚƵůĞĚďĂƐŝƐ͕ ƐŽ ƋƵĂůŝƚǇŝƐŵĂŝŶƚĂŝŶĞĚ͘ĞůůĞŝƐĂƐƵďƐƚĂŶƚŝĂů͕ůŽŶŐͲƐƚĂŶĚŝŶŐ ĞŶƚŝƚǇƚŚĂƚǁŝůů ƉƌŽǀŝĚĞĐŽŶƐƚĂŶƚƐƵƉƉŽƌƚƚŽƚŚĞƉƌŽƉŽƐĞĚĨĂĐŝůŝƚǇĂŶĚĂƌĞĂ͘ 2.2.b Packet Pg. 76 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) ϰ͘ dŚĞŶĂƚƵƌĞ͕ůŽĐĂƚŝŽŶĂŶĚƐŝǌĞŽĨƚŚĞďƵŝůĚŝŶŐƐŽƌƐƚƌƵĐƚƵƌĞƐŝŶǀŽůǀĞĚǁŝƚŚƚŚĞĞƐƚĂďůŝƐŚŵĞŶƚŽĨƚŚĞ ƐƉĞĐŝĂůƵƐĞǁŝůůŶŽƚŝŵƉĞĚĞ͕ƐƵďƐƚĂŶƚŝĂůůǇŚŝŶĚĞƌŽƌĚŝƐĐŽƵƌĂŐĞƚŚĞĚĞǀĞůŽƉŵĞŶƚĂŶĚƵƐĞŽĨ ĂĚũĂĐĞŶƚůĂŶĚĂŶĚďƵŝůĚŝŶŐƐŝŶĂĐĐŽƌĚǁŝƚŚƚŚĞǌŽŶŝŶŐĚŝƐƚƌŝĐƚǁŝƚŚŝŶǁŚŝĐŚƚŚĞǇůŝĞ͖ ZĞƐƉŽŶƐĞ͗ dŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐŝƐĂƐŝŶŐůĞƐƚŽƌǇ͕ϵ͕ϴϬϬƐƋƵĂƌĞĨŽŽƚĨĂĐŝůŝƚǇ͕ƐŝŵŝůĂƌŝŶƵƐĞ͕ ƐŝǌĞĂŶĚƋƵĂůŝƚǇŽĨƚŚĞƐƵƌƌŽƵŶĚŝŶŐĐŽŵŵĞƌĐŝĂůƉƌŽƉĞƌƚŝĞƐ͘,ŽƵƌƐŽĨŽƉĞƌĂƚŝŽŶ ĂƌĞƐŝŵŝůĂƌŽƌŵŽƌĞƌĞƐƚƌŝĐƚŝǀĞƚŽƚŚŽƐĞŽĨŽƵƌŶĞŝŐŚďŽƌƐ͘dŚĞƉƌŽƉŽƐĞĚƵƐĞŚĂƐ ǀĞƌǇůŝŵŝƚĞĚƉĞĂŬŚŽƵƌǀĞŚŝĐƵůĂƌƚƌŝƉƐĂŶĚǁŝůůŶŽƚĐƌĞĂƚĞƚƌĂĨĨŝĐĐŽŶŐĞƐƚŝŽŶ͘ůů ŝůůƵŵŝŶĂƚŝŽŶƐŚĂůůďĞĨƵůůΗĐƵƚͲŽĨĨΗƚŽůŝŵŝƚĂŶǇůŝŐŚƚƉŽůůƵƚŝŽŶ͘ ϱ͘ ĚĞƋƵĂƚĞƵƚŝůŝƚŝĞƐ͕ĂĐĐĞƐƐƌŽĂĚƐ͕ĚƌĂŝŶĂŐĞ͕ĂŶĚͬŽƌŽƚŚĞƌŶĞĐĞƐƐĂƌǇĨĂĐŝůŝƚŝĞƐŚĂǀĞďĞĞŶŽƌǁŝůůďĞ ƉƌŽǀŝĚĞĚ͖ ZĞƐƉŽŶƐĞ͗ ƐƚŚĞƉƌŽƉŽƐĞĚƐŝƚĞŝƐĂůŽŶŐĂŶĞǆŝƐƚŝŶŐĐŽŵŵĞƌĐŝĂůĐŽƌƌŝĚŽƌĂŶĚǁŝƚŚŝŶƚŚĞ ůƵĞƐƚŽŶĞZĞƐƵďĚŝǀŝƐŝŽŶ͕ĂůůƌĞƋƵŝƌĞĚĚƌǇĂŶĚǁĞƚƵƚŝůŝƚŝĞƐĂƐǁĞůůĂƐŽƚŚĞƌ ĞƐƐĞŶƚŝĂůŵƵŶŝĐŝƉĂůƐĞƌǀŝĐĞƐĂƌĞŽƌǁŝůůďĞƉƌŽǀŝĚĞĚ͘ ϲ͘ WĂƌŬŝŶŐĂƌĞĂƐƐŚĂůůďĞŽĨĂĚĞƋƵĂƚĞƐŝǌĞĨŽƌƚŚĞƉĂƌƚŝĐƵůĂƌƐƉĞĐŝĂůƵƐĞ͕ǁŚŝĐŚĂƌĞĂƐƐŚĂůůďĞ ƉƌŽƉĞƌůǇůŽĐĂƚĞĚĂŶĚƐƵŝƚĂďůǇƐĐƌĞĞŶĞĚĨƌŽŵĂĚũŽŝŶŝŶŐƌĞƐŝĚĞŶƚŝĂůƵƐĞƐ͕ĂŶĚƚŚĞĞŶƚƌĂŶĐĞĂŶĚĞǆŝƚ ĚƌŝǀĞǁĂǇƐƚŽĂŶĚĨƌŽŵƚŚĞƐĞƉĂƌŬŝŶŐĂƌĞĂƐƐŚĂůůďĞĚĞƐŝŐŶĞĚƐŽĂƐƚŽƉƌĞǀĞŶƚƚƌĂĨĨŝĐŚĂǌĂƌĚƐ͕ ĞůŝŵŝŶĂƚĞŶƵŝƐĂŶĐĞĂŶĚŵŝŶŝŵŝǌĞƚƌĂĨĨŝĐĐŽŶŐĞƐƚŝŽŶŝŶƚŚĞƉƵďůŝĐƐƚƌĞĞƚƐ͘ ZĞƐƉŽŶƐĞ͗ ĚĞƋƵĂƚĞĐƵƐƚŽŵĞƌĂŶĚĞŵƉůŽǇĞĞƉĂƌŬŝŶŐǁŝůůďĞƉƌŽǀŝĚĞĚŽŶƚŚĞǁĞƐƚ͕ƐŽƵƚŚ͕ ĂŶĚĞĂƐƚƐŝĚĞƐŽĨƚŚĞƐŝƚĞǁŝƚŚĂĐĐĞƐƐŝďůĞƐƉĂĐĞƐĂƚƚŚĞĨƌŽŶƚĞŶƚƌĂŶĐĞ͘dŚĞ ŽŶůǇƌĞƐŝĚĞŶƚŝĂůĂƌĞĂŶĞĂƌƚŚŝƐĚĞǀĞůŽƉŵĞŶƚŝƐƚŽƚŚĞƐŽƵƚŚĞĂƐƚĂĐƌŽƐƐ>ĂŬĞ ŽŽŬZŽĂĚ͘ǆŝƐƚŝŶŐĂŶĚƉƌŽƉŽƐĞĚůĂŶĚƐĐĂƉŝŶŐǁŝůůƐĐƌĞĞŶƚŚŝƐƐŝƚĞĨƌŽŵƚŚĞƐĞ ŶĞŝŐŚďŽƌƐ͘ƵƐƚŽŵĞƌĂĐĐĞƐƐǁŝůůĐŽŵĞĨƌŽŵĞŝƚŚĞƌƚŚĞĞǆŝƐƚŝŶŐƌŝŐŚƚͲŝŶ͕ƌŝŐŚƚͲ ŽƵƚ/KdĂĐĐĞƐƐƉƌŽǀŝĚĞĚďǇƚŚĞůƵĞƐƚŽŶĞĚĞǀĞůŽƉŵĞŶƚŽƌƚŚĞĞǆŝƐƚŝŶŐĂĐĐĞƐƐ ƌŽĂĚǁĂǇĂůŽŶŐƚŚĞŶŽƌƚŚďŽƵŶĚĂƌǇ͘dŚĞƉƌŽƉŽƐĞĚƵƐĞŚĂƐǀĞƌǇůŝŵŝƚĞĚƉĞĂŬ ŚŽƵƌǀĞŚŝĐƵůĂƌƚƌŝƉƐĂŶĚǁŝůůŶŽƚĐƌĞĂƚĞƚƌĂĨĨŝĐĐŽŶŐĞƐƚŝŽŶ͘ƵƐŝŶĞƐƐĚĞůŝǀĞƌŝĞƐ ǁŝůůƵƚŝůŝǌĞƚŚĞ>ĞǆŝŶŐƚŽŶƌŝǀĞĚƌŝǀĞǁĂǇĂŶĚŝŶƚĞƌŶĂůĂĐĐĞƐƐƌŽĂĚƐ͘ 2.2.b Packet Pg. 77 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) s/>>'K&h&&>K'ZKs ŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚĞƉĂƌƚŵĞŶƚ &ŝĨƚǇZĂƵƉƉůǀĚ ƵĨĨĂůŽ'ƌŽǀĞ͕/>ϲϬϬϴϵ WŚŽŶĞ͗ϴϰϳ͘ϰϱϵ͘ϮϱϯϬ &Ăǆ͗ϴϰϳ͘ϰϱϵ͘ϳϵϰϰ^ŝŐŶŽĚĞʹsĂƌŝĂƚŝŽŶ^ƚĂŶĚĂƌĚ Z^WKE^dK^dEZ^ ƵƌŝŶŐǇŽƵƌƚĞƐƚŝŵŽŶǇĂƚƚŚĞWƵďůŝĐ,ĞĂƌŝŶŐǇŽƵŶĞĞĚƚŽƚĞƐƚŝĨǇĂŶĚƉƌĞƐĞŶƚǇŽƵƌĐĂƐĞĨŽƌƚŚĞǀĂƌŝĂŶĐĞďĞŝŶŐ ƌĞƋƵĞƐƚĞĚ͘ƵƌŝŶŐǇŽƵƌƚĞƐƚŝŵŽŶǇǇŽƵŶĞĞĚƚŽĂĨĨŝƌŵĂƚŝǀĞůǇĂĚĚƌĞƐƐƚŚĞƐŝǆ;ϲͿƐƚĂŶĚĂƌĚƐůŝƐƚĞĚďĞůŽǁ͘ dŚĞWůĂŶŶŝŶŐΘŽŶŝŶŐŽŵŵŝƐƐŝŽŶŝƐĂƵƚŚŽƌŝǌĞĚƚŽŐƌĂŶƚǀĂƌŝĂƚŝŽŶƐƚŽƚŚĞƌĞŐƵůĂƚŝŽŶƐŽĨƚŚĞ^ŝŐŶŽĚĞ;ŚĂƉƚĞƌϭϰ͘ϰϬͿ ďĂƐĞĚƵƉŽŶĨŝŶĚŝŶŐƐŽĨĨĂĐƚǁŚŝĐŚĂƌĞŵĂĚĞďĂƐĞĚƵƉŽŶĞǀŝĚĞŶĐĞƉƌĞƐĞŶƚĞĚĂƚƚŚĞŚĞĂƌŝŶŐƚŚĂƚ͗ ϭ͘ dŚĞůŝƚĞƌĂůŝŶƚĞƌƉƌĞƚĂƚŝŽŶĂŶĚƐƚƌŝĐƚĂƉƉůŝĐĂƚŝŽŶŽĨƚŚĞƉƌŽǀŝƐŝŽŶƐĂŶĚƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐdŝƚůĞǁŽƵůĚĐĂƵƐĞƵŶĚƵĞ ĂŶĚƵŶŶĞĐĞƐƐĂƌǇŚĂƌĚƐŚŝƉƐƚŽƚŚĞƐŝŐŶƵƐĞƌďĞĐĂƵƐĞŽĨƵŶŝƋƵĞŽƌƵŶƵƐƵĂůĐŽŶĚŝƚŝŽŶƐƉĞƌƚĂŝŶŝŶŐƚŽƚŚĞƐƉĞĐŝĨŝĐ ďƵŝůĚŝŶŐ͕ƉĂƌĐĞůŽƌƉƌŽƉĞƌƚǇŝŶƋƵĞƐƚŝŽŶ͖ĂŶĚ ZĞƐƉŽŶƐĞ͗ /Ŷ ĞǀĞƌǇ ĞůůĞ dŝƌĞ ůŽĐĂƚŝŽŶ͕ Ă ϲϬͲĨŽŽƚ ĨůĂŐƉŽůĞ ĂŶĚϯϬ͛ǆϮϬ͛ ŵĞƌŝĐĂŶ &ůĂŐ ĂƌĞ ƉƌŽƉŽƐĞĚ ĂŶĚ ĐŽŶƐŝĚĞƌĞĚƚŽďĞƚŚĞƐƚĂŶĚĂƌĚŝŶƐƚĂůůĂƚŝŽŶ͘dŚĞKƌĚŝŶĂŶĐĞŵĂŶĚĂƚĞĚĨůĂŐƉŽůĞŚĞŝŐŚƚĂŶĚĨůĂŐƐŝǌĞ ĂƌĞƵŶŝƋƵĞƚŽƚŚĞƐƚĂŶĚĂƌĚŝŶƐƚĂůůĂƚŝŽŶĨŽƌĞůůĞdŝƌĞ͘dŽďĞĚĞŶŝĞĚƚŚĞƌĞƋƵĞƐƚǁŽƵůĚďĞŝŶũƵƌŝŽƵƐ ƚŽĞůůĞdŝƌĞ͘ Ϯ͘ dŚĞŐƌĂŶƚŝŶŐŽĨƚŚĞƌĞƋƵĞƐƚĞĚǀĂƌŝĂŶĐĞǁŽƵůĚŶŽƚďĞŵĂƚĞƌŝĂůůǇĚĞƚƌŝŵĞŶƚĂůƚŽƚŚĞƉƌŽƉĞƌƚǇŽǁŶĞƌƐŝŶƚŚĞǀŝĐŝŶŝƚǇ͖ ĂŶĚ ZĞƐƉŽŶƐĞ͗ ůĂƌŐĞƌŵĞƌŝĐĂŶ&ůĂŐĂŶĚƉŽůĞǁŝůůŶŽƚŶĞŐĂƚŝǀĞůǇŝŵƉĂĐƚŽƵƌŶĞŝŐŚďŽƌƐŝŶĂŶǇǁĂǇ͘ ϯ͘ dŚĞƵŶƵƐƵĂůĐŽŶĚŝƚŝŽŶƐĂƉƉůǇŝŶŐƚŽƚŚĞƐƉĞĐŝĨŝĐƉƌŽƉĞƌƚǇĚŽŶŽƚĂƉƉůǇŐĞŶĞƌĂůůǇƚŽŽƚŚĞƌƉƌŽƉĞƌƚŝĞƐŝŶƚŚĞsŝůůĂŐĞ͖ ĂŶĚ ZĞƐƉŽŶƐĞ͗ /ƚĚŽĞƐŶŽƚĂƉƉĞĂƌƚŚĂƚĂŶǇŽƚŚĞƌďƵƐŝŶĞƐƐŶĞĂƌƚŚŝƐƉƌŽƉĞƌƚǇŚĂƐƉƌŽǀŝĚĞĚĂŶŵĞƌŝĐĂŶ&ůĂŐĂŶĚ ƉŽůĞ͘tĞŵĂŝŶƚĂŝŶƚŚĂƚƚŚĞƉƌŽƉŽƐĞĚĨůĂŐĂŶĚĨůĂŐƉŽůĞĂƌĞƌĞĂƐŽŶĂďůĞ͘ ϰ͘ dŚĞŐƌĂŶƚŝŶŐŽĨƚŚĞǀĂƌŝĂŶĐĞǁŝůůŶŽƚďĞĐŽŶƚƌĂƌǇƚŽƚŚĞƉƵƌƉŽƐĞŽĨƚŚŝƐdŝƚůĞƉƵƌƐƵĂŶƚƚŽ^ĞĐƚŝŽŶϭϰ͘Ϭϰ͘ϬϮϬ͘ ZĞƐƉŽŶƐĞ͗ dŚŝƐǀĂƌŝĂŶĐĞƌĞƋƵĞƐƚŝƐŝŶůŝŶĞǁŝƚŚƚŚĞƉƵƌƉŽƐĞŽĨƚŚĞsŝůůĂŐĞ^ŝŐŶŽĚĞ͘dŚĞůĂƌŐĞĨůĂŐƉŽůĞĂŶĚĨůĂŐ ĂƌĞ ĐŽŶƐƚƌƵĐƚĞĚ ŽĨ ŚŝŐŚͲƋƵĂůŝƚǇŵĂƚĞƌŝĂůƐ ƚŚĂƚ ǁŝůů ďĞ ŝŶƐƚĂůůĞĚ ďǇ ĞůůĞ dŝƌĞ͛Ɛ ǀĞŶĚŽƌ͕ ZŽĐŬĞƚ ŶƚĞƌƉƌŝƐĞ͘ĞůůĞŚĂƐĂǀĞƌǇĂĐƚŝǀĞWƌŽƉĞƌƚǇDĂŶĂŐĞŵĞŶƚĚĞƉĂƌƚŵĞŶƚƚŚĂƚƐĞƌǀŝĐĞƐĂŶĚŵĂŝŶƚĂŝŶƐ ƚŚĞŝƌďƵŝůĚŝŶŐƐŽŶĂƐĐŚĞĚƵůĞĚďĂƐŝƐ͘^ƉĞĐŝĨŝĐĂůůǇ͕ƚŚĞĨůĂŐƉŽůĞĂŶĚĨůĂŐĂƌĞŵĂŝŶƚĂŝŶĞĚďǇZŽĐŬĞƚ ŶƚĞƌƉƌŝƐĞ͛ƐŽŶͲƐŝƚĞŵĂŝŶƚĞŶĂŶĐĞƐĞƌǀŝĐĞ͕ƐŽƋƵĂůŝƚǇŝƐŵĂŝŶƚĂŝŶĞĚ͘ ͘tŚĞƌĞƚŚĞƌĞŝƐŝŶƐƵĨĨŝĐŝĞŶƚĞǀŝĚĞŶĐĞ͕ŝŶƚŚĞŽƉŝŶŝŽŶŽĨƚŚĞWůĂŶŶŝŶŐΘŽŶŝŶŐŽŵŵŝƐƐŝŽŶ͕ƚŽƐƵƉƉŽƌƚĂĨŝŶĚŝŶŐƵŶĚĞƌ ƐƵďƐĞĐƚŝŽŶ;Ϳ͕ďƵƚƐŽŵĞŚĂƌĚƐŚŝƉĚŽĞƐĞǆŝƐƚ͕ƚŚĞWůĂŶŶŝŶŐΘŽŶŝŶŐŽŵŵŝƐƐŝŽŶŵĂǇĐŽŶƐŝĚĞƌƚŚĞƌĞƋƵŝƌĞŵĞŶƚĨƵůĨŝůůĞĚ ŝĨ͗ ϭ͘ dŚĞƉƌŽƉŽƐĞĚƐŝŐŶĂŐĞŝƐŽĨƉĂƌƚŝĐƵůĂƌůǇŐŽŽĚĚĞƐŝŐŶĂŶĚŝŶƉĂƌƚŝĐƵůĂƌůǇŐŽŽĚƚĂƐƚĞ͖ĂŶĚ ZĞƐƉŽŶƐĞ͗ dŚĞϲϬͲĨŽŽƚŚŝŐŚĨůĂŐƉŽůĞŝƐĂŚĞĂǀǇͲĚƵƚǇĐŽŵŵĞƌĐŝĂůĨůĂŐƉŽůĞƌĂƚĞĚƚŽǁŝƚŚƐƚĂŶĚƵƉƚŽϵϬŵƉŚǁŝŶĚ ǁŝƚŚĂϯϬ͛ǆϮϬ͛ĨůĂŐĨůǇŝŶŐĂŶĚƵƉƚŽϭϯϬŵƉŚǁŝƚŚŽƵƚƚŚĞĨůĂŐ͘ Ϯ͘ dŚĞĞŶƚŝƌĞƐŝƚĞŚĂƐďĞĞŶŽƌǁŝůůďĞƉĂƌƚŝĐƵůĂƌůǇǁĞůůůĂŶĚƐĐĂƉĞĚ͘ ZĞƐƉŽŶƐĞ͗ dŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚǁŝůůĂĚŚĞƌĞƚŽŽƌĞǆĐĞĞĚsŝůůĂŐĞůĂŶĚƐĐĂƉŝŶŐƌĞƋƵŝƌĞŵĞŶƚƐ͘ ĚĚŝƚŝŽŶĂůŝŶĨŽƌŵĂƚŝŽŶĐĂŶďĞĨŽƵŶĚĂƚƚŚĞsŝůůĂŐĞ͛Ɛ^ŝŐŶŽĚĞZĞŐƵůĂƚŝŽŶƐǁĞďƉĂŐĞ͗ ŚƚƚƉƐ͗ͬͬůŝďƌĂƌǇ͘ŵƵŶŝĐŽĚĞ͘ĐŽŵͬŝůͬďƵĨĨĂůŽͺŐƌŽǀĞͬĐŽĚĞƐͬĐŽĚĞͺŽĨͺŽƌĚŝŶĂŶĐĞƐ͍ŶŽĚĞ/Ěсd/dϭϰ^/Kͺ,ϭϰ͘ϰϬsW 2.2.b Packet Pg. 78 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) s/>>'K&h&&>K'ZKs ŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚĞƉĂƌƚŵĞŶƚ &ŝĨƚǇZĂƵƉƉůǀĚ ƵĨĨĂůŽ'ƌŽǀĞ͕/>ϲϬϬϴϵ WŚŽŶĞ͗ϴϰϳ͘ϰϱϵ͘ϮϱϯϬ &Ăǆ͗ϴϰϳ͘ϰϱϵ͘ϳϵϰϰ^ŝŐŶŽĚĞʹsĂƌŝĂƚŝŽŶ^ƚĂŶĚĂƌĚ Z^WKE^dK^dEZ^ ƵƌŝŶŐǇŽƵƌƚĞƐƚŝŵŽŶǇĂƚƚŚĞWƵďůŝĐ,ĞĂƌŝŶŐǇŽƵŶĞĞĚƚŽƚĞƐƚŝĨǇĂŶĚƉƌĞƐĞŶƚǇŽƵƌĐĂƐĞĨŽƌƚŚĞǀĂƌŝĂŶĐĞďĞŝŶŐ ƌĞƋƵĞƐƚĞĚ͘ƵƌŝŶŐǇŽƵƌƚĞƐƚŝŵŽŶǇǇŽƵŶĞĞĚƚŽĂĨĨŝƌŵĂƚŝǀĞůǇĂĚĚƌĞƐƐƚŚĞƐŝǆ;ϲͿƐƚĂŶĚĂƌĚƐůŝƐƚĞĚďĞůŽǁ͘ dŚĞWůĂŶŶŝŶŐΘŽŶŝŶŐŽŵŵŝƐƐŝŽŶŝƐĂƵƚŚŽƌŝǌĞĚƚŽŐƌĂŶƚǀĂƌŝĂƚŝŽŶƐƚŽƚŚĞƌĞŐƵůĂƚŝŽŶƐŽĨƚŚĞ^ŝŐŶŽĚĞ;ŚĂƉƚĞƌϭϰ͘ϰϬͿ ďĂƐĞĚƵƉŽŶĨŝŶĚŝŶŐƐŽĨĨĂĐƚǁŚŝĐŚĂƌĞŵĂĚĞďĂƐĞĚƵƉŽŶĞǀŝĚĞŶĐĞƉƌĞƐĞŶƚĞĚĂƚƚŚĞŚĞĂƌŝŶŐƚŚĂƚ͗ ϭ͘ dŚĞůŝƚĞƌĂůŝŶƚĞƌƉƌĞƚĂƚŝŽŶĂŶĚƐƚƌŝĐƚĂƉƉůŝĐĂƚŝŽŶŽĨƚŚĞƉƌŽǀŝƐŝŽŶƐĂŶĚƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐdŝƚůĞǁŽƵůĚĐĂƵƐĞƵŶĚƵĞ ĂŶĚƵŶŶĞĐĞƐƐĂƌǇŚĂƌĚƐŚŝƉƐƚŽƚŚĞƐŝŐŶƵƐĞƌďĞĐĂƵƐĞŽĨƵŶŝƋƵĞŽƌƵŶƵƐƵĂůĐŽŶĚŝƚŝŽŶƐƉĞƌƚĂŝŶŝŶŐƚŽƚŚĞƐƉĞĐŝĨŝĐ ďƵŝůĚŝŶŐ͕ƉĂƌĐĞůŽƌƉƌŽƉĞƌƚǇŝŶƋƵĞƐƚŝŽŶ͖ĂŶĚ ZĞƐƉŽŶƐĞ͗dŚĞƌĞŝƐŶŽĚŝƌĞĐƚĂĐĐĞƐƐƚŽƚŚĞĞůůĞdŝƌĞƐŝƚĞĨƌŽŵĂƐƚ>ĂŬĞŽŽŬZŽĂĚ͕ǁŚŝĐŚŝƐƵŶŝƋƵĞƚŽƚŚĞƐŝƚĞ ĂŶĚĐĂƵƐĞƐĂŶƵŶƵƐƵĂůŚĂƌĚƐŚŝƉ͘/ƚǁŝůůďĞŚĞůƉĨƵůŝĨĞĂƐƚďŽƵŶĚƚƌĂĨĨŝĐĐĂŶƌĞĐŽŐŶŝǌĞĞůůĞdŝƌĞĨƌŽŵƚŚĞ >ĞǆŝŶŐƚŽŶƌŝǀĞŝŶƚĞƌƐĞĐƚŝŽŶ͕ŽǀĞƌϲϬϬĨĞĞƚĂǁĂǇ͕ŝŶŽƌĚĞƌƚŽƚƵƌŶŶŽƌƚŚŽŶƚŽ>ĞǆŝŶŐƚŽŶĚƌŝǀĞĂŶĚĂĐĐĞƐƐƚŚĞ ƉƌŽƉĞƌƚǇĨƌŽŵƚŚĞŶŽƌƚŚĂĐĐĞƐƐĚƌŝǀĞĂƚƚŚĞďĂĐŬŽĨƚŚĞƉƌŽƉĞƌƚǇ͘ĞůůĞdŝƌĞďƌĂŶĚŝŶŐŽŶƚŚĞǁĞƐƚǁĂůůǁŝůůďĞ ƚŚĞŵŽƐƚĞĨĨĞĐƚŝǀĞĐŽŵŵƵŶŝĐĂƚŝŽŶƚŽĞĂƐƚďŽƵŶĚƚƌĂĨĨŝĐ͘ƌĂŶĚŝŶŐŽŶƚŚĞƐŽƵƚŚͬĨƌŽŶƚǁĂůůŝƐƌĞƋƵŝƌĞĚďǇĞůůĞ dŝƌĞĨŽƌƉƌŽƉĞƌŝĚĞŶƚŝĨŝĐĂƚŝŽŶ͘ĞůůĞdŝƌĞďƌĂŶĚŝŶŐŽŶƚŚĞĞĂƐƚǁĂůůǁŝůůďĞƚŚĞŵŽƐƚĞĨĨĞĐƚŝǀĞŝĚĞŶƚŝĨŝĐĂƚŝŽŶƚŽ ǁĞƐƚďŽƵŶĚƚƌĂĨĨŝĐ͘ŝƐƉůĂǇŝŶŐƚŚĞŝŶĨŽƌŵĂƚŝŽŶĂůƐŝŐŶĂŐĞ͚ĞƌƚŝĨŝĞĚƵƚŽ^ĞƌǀŝĐĞ͛ĂďŽǀĞƚŚĞďĂǇƐŝƐŶĞĐĞƐƐĂƌǇ ƚŽĐŽŵŵƵŶŝĐĂƚĞƚŽƚŚĞƉƵďůŝĐƚŚĂƚĞůůĞdŝƌĞŽĨĨĞƌƐŵŽƌĞƚŚĂŶƚŝƌĞƐ͘dŚĞĂƌĞĂŝƐĂŶĞǁŵĂƌŬĞƚĨŽƌĞůůĞdŝƌĞ͕ ǁŚŝĐŚŵĂŬĞƐďƌĂŶĚŝŶŐǁŝƚŚĂĚĞƋƵĂƚĞƌĞĂĚĂďŝůŝƚǇŽĨƚŚĞŚŝŐŚĞƐƚŝŵƉŽƌƚĂŶĐĞ͘ Ϯ͘ dŚĞŐƌĂŶƚŝŶŐŽĨƚŚĞƌĞƋƵĞƐƚĞĚǀĂƌŝĂŶĐĞǁŽƵůĚŶŽƚďĞŵĂƚĞƌŝĂůůǇĚĞƚƌŝŵĞŶƚĂůƚŽƚŚĞƉƌŽƉĞƌƚǇŽǁŶĞƌƐŝŶƚŚĞǀŝĐŝŶŝƚǇ͖ ĂŶĚ ZĞƐƉŽŶƐĞ͗dŚĞƌĞǁŝůůďĞŶŽĚĞƚƌŝŵĞŶƚĂůĞĨĨĞĐƚƐƚŽŶĞŝŐŚďŽƌŝŶŐƉƌŽƉĞƌƚǇŽǁŶĞƌƐďǇŐƌĂŶƚŝŶŐƚŚĞƌĞƋƵĞƐƚĞĚ ǀĂƌŝĂŶĐĞƐ͘ĞůůĞdŝƌĞ͛ƐďƵƐŝŶĞƐƐŝƐĐŽŵƉůĞŵĞŶƚĂƌǇƚŽƚŚĞŶĞŝŐŚďŽƌŝŶŐďƵƐŝŶĞƐƐĞƐ͘&ŽůůŽǁŝŶŐĞůůĞdŝƌĞ͛ƐƉƌŽǀĞŶ ďƌĂŶĚŝŶŐƐƚĂŶĚĂƌĚƐŚĞůƉƐƚŽĞŶƐƵƌĞƐƵĐĐĞƐƐĨƵůďƵƐŝŶĞƐƐŽƉĞƌĂƚŝŽŶ͕ǁŚŝĐŚďĞŶĞĨŝƚƐƐƵƌƌŽƵŶĚŝŶŐďƵƐŝŶĞƐƐĞƐďǇ ďƌŝŶŐŝŶŐŝŶĂĚĚŝƚŝŽŶĂůĐƵƐƚŽŵĞƌƐĨŽƌĞǀĞƌǇŽŶĞŝŶƚŚĞŶĞŝŐŚďŽƌŚŽŽĚ͘ ϯ͘ dŚĞƵŶƵƐƵĂůĐŽŶĚŝƚŝŽŶƐĂƉƉůǇŝŶŐƚŽƚŚĞƐƉĞĐŝĨŝĐƉƌŽƉĞƌƚǇĚŽŶŽƚĂƉƉůǇŐĞŶĞƌĂůůǇƚŽŽƚŚĞƌƉƌŽƉĞƌƚŝĞƐŝŶƚŚĞsŝůůĂŐĞ͖ ĂŶĚ ZĞƐƉŽŶƐĞ͗hŶƵƐƵĂůĐŽŶĚŝƚŝŽŶƐĂƉƉůǇƚŽƚŚĞĞůůĞdŝƌĞƉƌŽƉĞƌƚǇ͕ďĞĐĂƵƐĞƚŚĞƌĞŝƐŶŽĚŝƌĞĐƚĂĐĐĞƐƐŽŶƚŽƚŚĞƐŝƚĞ͘ dŚĞĚŝǀŝĚŝŶŐŵĞĚŝĂŶƐƚƌŝƉŽŶĂƐƚ>ĂŬĞŽŽŬZŽĂĚƉƌŽŚŝďŝƚƐĞĂƐƚďŽƵŶĚƚƌĂĨĨŝĐĨƌŽŵĂĐĐĞƐƐƵŶƚŝůƚŚĞǇƚƵƌŶĂƌŽƵŶĚ͘ ϰ͘ dŚĞŐƌĂŶƚŝŶŐŽĨƚŚĞǀĂƌŝĂŶĐĞǁŝůůŶŽƚďĞĐŽŶƚƌĂƌǇƚŽƚŚĞƉƵƌƉŽƐĞŽĨƚŚŝƐdŝƚůĞƉƵƌƐƵĂŶƚƚŽ^ĞĐƚŝŽŶϭϰ͘Ϭϰ͘ϬϮϬ͘ ZĞƐƉŽŶƐĞ͗dŚĞƉƵƌƉŽƐĞƐŽƵƚůŝŶĞĚŝŶ^ĞĐ͘ϭϰ͘Ϭϰ͘ϬϮϬĂƌĞŵĞƚǁŝƚŚƚŚĞƉƌŽƉŽƐĞĚƐŝŐŶƉůĂŶ͘^ŝŐŶĂŐĞŝƐĚĞƐŝŐŶĞĚ ƚŽĐŽŵƉůĞŵĞŶƚƚŚĞĚĞǀĞůŽƉŵĞŶƚĂŶĚƐƵƌƌŽƵŶĚŝŶŐĂƌĞĂ͕ƐĐĂůĞĚŵŽĚĞƐƚůǇĂŶĚĂƉƉƌŽƉƌŝĂƚĞůǇĨŽƌƚŚĞďƵŝůĚŝŶŐĂŶĚ ĨŽƌĞĨĨĞĐƚŝǀĞĐŽŵŵƵŶŝĐĂƚŝŽŶƚŽƚƌĂĨĨŝĐ͘dŚĞŐŽĂůŝƐƚŽŚĂǀĞƚŚĞƌŝŐŚƚĂŵŽƵŶƚŽĨƐŝŐŶĂŐĞ͕ŶŽƚƚŽŽŵƵĐŚĂŶĚŶŽƚ ƚŽŽůŝƚƚůĞ͘/ƚŝƐĞƐƐĞŶƚŝĂůƚŽĐŽŵŵƵŶŝĐĂƚĞĞĨĨĞĐƚŝǀĞůǇƚŽƚƌĂĨĨŝĐƚŽƉƌŽǀŝĚĞĂĚĞƋƵĂƚĞƚŝŵĞƚŽŵĂŬĞĂĚĞĐŝƐŝŽŶ͕ ƚƌĂǀĞůƐĂĨĞůǇŝŶƚŽƚŚĞŝƌůĂŶĞ͕ƐůŽǁĚŽǁŶĂŶĚƚƵƌŶŽŶƚŽƚŚĞƉƌŽƉĞƌƚǇ͘ 2.2.b Packet Pg. 79 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d ) ͘tŚĞƌĞƚŚĞƌĞŝƐŝŶƐƵĨĨŝĐŝĞŶƚĞǀŝĚĞŶĐĞ͕ŝŶƚŚĞŽƉŝŶŝŽŶŽĨƚŚĞWůĂŶŶŝŶŐΘŽŶŝŶŐŽŵŵŝƐƐŝŽŶ͕ƚŽƐƵƉƉŽƌƚĂĨŝŶĚŝŶŐƵŶĚĞƌ ƐƵďƐĞĐƚŝŽŶ;Ϳ͕ďƵƚƐŽŵĞŚĂƌĚƐŚŝƉĚŽĞƐĞǆŝƐƚ͕ƚŚĞWůĂŶŶŝŶŐΘŽŶŝŶŐŽŵŵŝƐƐŝŽŶŵĂǇĐŽŶƐŝĚĞƌƚŚĞƌĞƋƵŝƌĞŵĞŶƚĨƵůĨŝůůĞĚ ŝĨ͗ ϭ͘ dŚĞƉƌŽƉŽƐĞĚƐŝŐŶĂŐĞŝƐŽĨƉĂƌƚŝĐƵůĂƌůǇŐŽŽĚĚĞƐŝŐŶĂŶĚŝŶƉĂƌƚŝĐƵůĂƌůǇŐŽŽĚƚĂƐƚĞ͖ĂŶĚ ZĞƐƉŽŶƐĞ͗dŚĞƋƵĂůŝƚǇŽĨƚŚĞďƵŝůĚŝŶŐ͕ƉƌŽƉĞƌƚǇ͕ĂŶĚƐŝŐŶĂŐĞĂƌĞŵĞƚŝĐƵůŽƵƐůǇĚĞƐŝŐŶĞĚĂŶĚĞǆĞĐƵƚĞĚƚŽďĞ ĞǆĐĞƉƚŝŽŶĂůůǇĂƚƚƌĂĐƚŝǀĞĂŶĚĨƵŶĐƚŝŽŶĂů͘ĞůůĞdŝƌĞ͛ƐĐŽƌƉŽƌĂƚĞƐƚĂŶĚĂƌĚďƌĂŶĚŝŶŐƉĂĐŬĂŐĞŝƐƚŝŵĞͲƚĞƐƚĞĚĂŶĚ ƉƌŽǀĞŶǁŝƚŚŵĂŶǇƐƵĐĐĞƐƐĨƵůůŽĐĂƚŝŽŶƐƚŚƌŽƵŐŚŽƵƚDŝĐŚŝŐĂŶ͕/ŶĚŝĂŶĂ͕ĂŶĚŵŽƐƚƌĞĐĞŶƚůǇͲDĞƚƌŽŚŝĐĂŐŽ͘ Ϯ͘ dŚĞĞŶƚŝƌĞƐŝƚĞŚĂƐďĞĞŶŽƌǁŝůůďĞƉĂƌƚŝĐƵůĂƌůǇǁĞůůůĂŶĚƐĐĂƉĞĚ͘ ZĞƐƉŽŶƐĞ͗zĞƐʹWůĞĂƐĞƌĞĨĞƌƚŽƚŚĞůĂŶĚƐĐĂƉŝŶŐƉůĂŶƐƉƌŽǀŝĚĞĚďǇŚƌŝƐƚŽƉŚĞƌŶƌŝŐŚƚƌĐŚŝƚĞĐƚƐ͘ ĚĚŝƚŝŽŶĂůŝŶĨŽƌŵĂƚŝŽŶĐĂŶďĞĨŽƵŶĚĂƚƚŚĞsŝůůĂŐĞ͛Ɛ^ŝŐŶŽĚĞZĞŐƵůĂƚŝŽŶƐǁĞďƉĂŐĞ͗ ŚƚƚƉƐ͗ͬͬůŝďƌĂƌǇ͘ŵƵŶŝĐŽĚĞ͘ĐŽŵͬŝůͬďƵĨĨĂůŽͺŐƌŽǀĞͬĐŽĚĞƐͬĐŽĚĞͺŽĨͺŽƌĚŝŶĂŶĐĞƐ͍ŶŽĚĞ/Ěсd/dϭϰ^/Kͺ,ϭϰ͘ϰϬsW 2.2.b Packet Pg. 80 At t a c h m e n t : 7 0 4 E L a k e C o o k R o a d - P l a n S e t ( P U D A m e n d m e n t - B e l l e T i r e ; 7 0 4 E L a k e C o o k R o a d )