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Home My WebLink AboutRESOLUTION - 29-25 - 5/13/2025 - 2355 GREENLEAF AVENUE CLASS 6BRESOLUTION NO.29-25 A RESOLUTION DETERMINING THE APPROPRIATENESS FOR CLASS 6B STATUS PURSUANT TO THE COOK COUNTY REAL PROPERTY CLASSIFICATION ORDINANCE AS AMENDED DULY 27, 2018 FOR CERTAIN REAL ESTATE LOCATED AT 2355 GREENLEAF AVENUE, ELK GROVE VILLAGE, ILLINOIS WHEREAS, the Village of Elk Grove Village desires to promote the development of industry in the Village of Elk Grove; and WHEREAS, the Cook County Assessor is operating under an ordinance enacted by the Cook County Board of Commissioners, and amended from time to time, the most recent amendment becoming effective as of July 27, 2018, which has instituted a program to encourage industrial and commercial development in Cook County known as the Cook County Real Property Classification Ordinance; and WHEREAS, the Petitioner has applied for or is applying for Class 6B property status pursuant to said aforementioned ordinance for certain real estate located at 2355 Greenleaf Avenue, in the Village of Elk Grove Village, Cook County, Illinois, with the Property Index Numbers 08-35-202-043-0000 and 08-35-202-048-0000, has proven to this Board that such incentive provided for in said ordinance is necessary for development to occur on this specific real estate. NOW, THEREFORE, BE IT RESOLVED by the Mayor and Board of Trustees of the Village of Elk Grove Village, Counties of Cook and DuPage, Illinois: Section 1: That the request of the Petitioner to have certain real estate located at 2355 Greenleaf Avenue, Elk Grove Village, Cook County, Illinois, and identified by Property Index Numbers 08-35-202-043-0000 and 08-35-202-048-0000, declared eligible for Class 6B status pursuant to the Cook County Real Property Classification Ordinance as amended July 27, 2018, is hereby granted in that this Board and the Village of Elk Grove Village, Illinois, has determined that the incentive provided by the said Class 6B Tax Incentive Ordinance is necessary for the said development to occur on the subject property, legally described as follows: Parcel 1: (PIN:08-35-202-043-0000) LOT 1 IN LONNIE'S RESUBDIVISION BEING A RESUBDIVISION OF PART OF LOT 21 IN CENTEX INDUSTRIAL PARK UNIT 5 BEING A SUBDIVISION OF SECTION 35, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINIOS, ACCORDING TO THE PLAT FILED AS LR3140867. Parcel 2: (PIN:08-35-202-048-0000) LOT TWO IN NATIONAL METAL FABRICATORS RESUBDIVISION OF PART OF LOT 21 OF CENTEX INDUSTRIAL PARK UNIT 5, BEING A SUBDIVISION IN SECTION 35, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO PLAT THEREOF REGISTERED IN THE OFFICE OF THE REGISTRAR OF TITLES OF COOK COUNTY, ON SEPTEMBER 25, 1987 AS DOCUMENT NUMBER 3654385. Section 2: That the Village of Elk Grove Village, Illinois hereby supports and consents to the Class 6B Application and approves the classification of the subject property as Class 6B property pursuant to the Cook County Real Property Classification Ordinance and the Class 613 tax incentives shall apply to the property identified as Permanent Real Estate Index Numbers 08-35-202-043-0000 and 08-35-202-048-0000. Section 3: That the Mayor and Village Clerk are hereby authorized to sign any necessary documents to implement this Resolution including the Elk Grove Village Class 6b Property Tax Incentive Terms and Agreement subject to the petitioner completing consolidation and construction of a 147,339 square foot industrial building, in substantial conformance with the Applicant completing the improvements stated in their application. Section 4: That this Resolution shall be in full force and effect from and after its passage and approval according to law. VOTE: AYES: 6 NAYS: 0 ABSENT: 0 PASSED this 22nd day of April 2025 APPROVED this 22°d day of April 2025 APPROVED: Mayor Craig B. Johnson Village of Elk Grove Village ATTEST: Loretta M. Murphy, Village Clerk LEGAL DESCRIPTION Parcel 1: (PIN:08-35-202-043-0000) LOT 1 IN LONNIE'S RESUBDIVISION BEING A RESUBDIVISION OF PART OF LOT 21 IN CENTEX INDUSTRIAL PARK UNIT 5 BEING A SUBDIVISION OF SECTION 35, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINIOS, ACCORDING TO THE PLAT FILED AS LR3140867. Parcel 2: (PIN:08-35-202-048-0000) LOT TWO IN NATIONAL METAL FABRICATORS RESUBDIVISION OF PART OF LOT 21 OF CENTEX INDUSTRIAL PARK UNIT 5, BEING A SUBDIVISION IN SECTION 35, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO PLAT THEREOF REGISTERED IN THE OFFICE OF THE REGISTRAR OF TITLES OF COOK COUNTY, ON SEPTEMBER 25, 1987 AS DOCUMENT NUMBER 3654385. RovE v1, Petition Form for Class 6B Program For Office Use Only Address of Subject Property: Signed Affidavit Dated: To the Applicant: Anyone who intends to submit a request for a Cook County Class 6B Property Tax Abatement within the corporate limits of the Village of Elk Grove Village must first complete this petition in all its entirety. The contents of this petition are as follows: Petition Detailed Letter of Transmittal Property Tax Analysis Eligibility Checklist $1,000 Filing Fee Please read the entire form and complete every section as thoroughly as possible. If you have any questions, please call Sue Dees, Director of Business Development & Marketing, at 847-357-4005. gor a r4 �4 4 PETITION FOR COOK COUNTY CLASS 6B VILLAGE OF ELK GROVE VILLAGE We, the undersigned, being owners of record of the following described real estate, do hereby request that the following business and legally described real estate be granted a Cook County Class 6B Property Tax Abatement: Business: Bratt Capital Partners, Series 2461,LLC Address: 23552461 and 2395 Greenleaf Avenue Elk Grove Village, Illinois 60007 Permanent Real Estate Tax Index No. 08-35-202-043-0000,08-35-202-047-0000, 08-35-202-048-0000 Assessed Valuation 2024 $1,168,037 (last 3 years) 2023 $1,265,050 2022 $1,541,162 • Attach Legal Description of Property Owners of Record: f Print Name: Sebastian Madej Signature: X_ i 2045-21 1 1 East Pratt Boulevard (Address City, State) Phone: 224-265-0466 Email: smadej@sbcglobal.net Fax: 847-621-0365 Business Applicant's Name: Print Name: Signature: X M3 North America, LLC and Bratt Capital Partners, Series 2461,LLC Business/Corporation Name 2045-21 1 1 East Pratt Boulevard (Address City, State) Phone: 224-265-0466 Fax: 847-62 1 -0365 Email: smadeJ(0,)sbegloba].net gOVE V Disclosure of Ownership 1. When submitting documentation required for the Cook County Class 6B Property Tax Abatement Program, the applicant is required to submit all required and supporting documentation for the application. The applicant is REQUIRED to submit the following information: ❑ A Letter of Transmittal detailing the existing and intended use of the property, reason for Class 613, property alterations, pertinent business operational information, or any information of note that may be beneficial for staff and the Village Board. ❑ Completion of the Class 6B Eligibility Checklist for the property in question. ❑ Completion of the property tax analysis spreadsheet. ❑ Current property photographs and renderings of property/building modifications, if applicable. ❑ Proposed Site Plan, if applicable. If property is: ❑ Owned by the individual(s); Title Tract Search, or One copy of the latest recorded deed with affidavit ❑ Administered by a trust; One certified copy of the trust agreement, trust deed and a list of beneficiaries Has the property been, or is now, the subject of any other action by the Village? No If YES, give details on a separate sheet of paper. GgOVE V(, Xp*a"°' °a VILLAGE OF ELK GROVE VILLAGE, ILLINOIS Petition for Cook County Class 6B Property Tax Abatement The Village of Elk Grove prides itself on being a business friendly community. As such, the Village supports the use of the Cook County Class 6B Tax Abatement in cases where it is established that a tax disparity exists and is detrimental to tenancy and where the project presents a clear benefit to the community. The Village reserves the right to review applications and render its approval or disapproval based on the information provided. Adhering to all Village codes and ordinances with respect to building and landscaping alterations is required. Furthermore, proposed building and landscaping construction must follow the design guidelines promulgated in the Industrial and Commercial Revitalization Master Plan Update for 2011. Proposed enhancements should be in accordance with the attached Industrial Design Guidelines Packet. The purpose of the Cook County Class 6B Property Tax Abatement Program is to stimulate the re - occupancy of vacated industrial buildings through a reduction in property taxes. Property approved for Class 6B status allows the owner of the property to have the assessment level lowered for a period of twelve years. Under the program the assessment schedule is 10% of fair market value for ten years then 15% in the eleventh year and 20% in the twelfth year. Industrial property is regularly assessed at 25% of fair market value in Cook County. I - INITIATION: The following procedures are necessary for a completed petition for Cook County Class 613 Property Tax Abatement consideration: A. Documents required: 1. Petition (attached) completed in full 2. Detailed Letter of Transmittal demostraing need for the incentive "But For Clause." 3. Completion of Class 613 Eligibility Checklist 5. Legal description of the property. 6. Photographs, both aerial and land based, of the area for which the property tax exemption is requested 7. Detailed rehabilitation plans with color elevations and site plan 8. Detailed rehabilitation budget showing itemized total cost 9. Detailed landscaping plan and signage plan with color elevcations 10. For new construction, detailed colored elevations and an architectural site plan B. Fees: Submit a check made payable to the Village of Elk Grove Village to meet the following: 1. $1,000.00 filing fee. Documents and fees are to be submitted to the Village Manager's Office, Attn: Director of Marketing & Business Development, 901 Wellington, Elk Grove Village, Illinois 60007. II - REVIEW AND PROCESSING Upon receipt of the petition for Cook County Class 613 Property Tax Abatement and fee, the Director of Business Development & Marketing will: A. Examine the request for compliance with the above requirements for information, documents and fees. Incomplete inquiries will be returned to the petitioner or applicant for their action. Step "B" will be taken when all petition requirements have been fulfilled. B. Distribute petition and required documents for departmental review and comment by Village Manager's Office, Community Development, Public Works, and Finance. Departments will submit written comments to Director of Business Development & Marketing. C. Department comments will be communicated to applicant for correction. D. When your application is determined to be complete by staff, the petition will be presented to the Mayor & Board of Trustees at the next regularly scheduled Village Board Meeting for consideration. E. Fully completed petitions will be reviewed by the Mayor & Board of Trustees to ensure that the project has a clear and demonstrated benefit to the community. If the project is deemed to have merit and the Applicant has demonstrated that the project could not occur without the assistance provided by the Cook County Class 613 Property Tax Abatement, then the Mayor & Board of Trustees will provide the applicant with a Letter of Receipt from the Village. This letter may be used to inform the Cook County Assessor's Office that Elk Grove Village is in receipt of the Applicant's request for a Cook County Class 613 Property Tax Abatement. The Letter of Receipt is not a guarantee of approval and the Applicant can move ahead with their project at their own risk. F. The Village will maintain contact with the applicant to ensure that the stated obligations have been met. G. Once the stated obligations have been met, Village staff will present a Resolution of Support to the Mayor & Board of Trustees at a regularly scheduled Village Board Meeting for consideration. III -FINAL ACTION Upon their review, the Mayor and Board of Trustees at a Village Board Meeting will: A. Deny the request B. Approve the request with or without modification C. Adopt appropriate resolution If approved, the Applicant will receive a certified copy of the Village's Resolution in support of the Cook County Class 6B Property Tax Abatement. NOTE: While the Village will do its best to expedite the review and approval process, applicants should allow at least 30 days for review by staff and consideration by the Mayor & Board of Trustees. Furthermore, additional time may be needed depending on the complexity of the development. GgOVE V(�, A°rp a� VILLAGE OF ELK GROVE VILLAGE, ILLINOIS Petition for Cook County Class 6B Property Tax Abatement Eligibility Checklist In order to be considered for the Cook County Class 613 Property Tax Abatement, the Eligibility Checklist must be completed. The initial application must score 16 out of 16 points. Each item will receive I point for Yes and 0 points for No. Packet Item Yes No Letter of Transmittal x Name of the Applying Company x Current and Proposed Location/Address of the Applicant x Proposed Use of the Property x Proof of Vacancy x Job Creation and Retention Data (excluding one-time construction jobs) x Total Project Cost of Proposed Improvements (exclude landpurchase) x Proposed Detailed Construction Budget of Proposed Improvements x Proposed Landscape Budget and Plan x Total Square Footage of the Building x Current Color Photographs of the Building x Prior Five Years of Tax History x Breakdown of Taxes Paid Occupied With 613 v. Occupied Without 613 x Tax PIN x Legal Description x Letter from Applicant Explaining the Need for the Tax Abatement on Company Letterhead x Application Fee of $1,000 x Total Points 16 Below is a list of recommended items to be included in your Letter of Transmittal as part of the submission: • Nature of the proposed operation. • Documentation detailing how long the building has been vacant. • Owner occupied or leased. • Justification explaining the need for the property tax abatement. • Note if retail sales will take place at the proposed location. • Proposed number of employees, which should include full-time and part-time, as well as any potential growth and time -frame for filling new positions. • Detailed breakdown of what needs to be done to the property to make it suitable for the proposed operation. • How the proposed improvements conform with the Village's Industrial/Commercial Revitalization Master Plan. • How the proposed improvements will increase the valuation of the property. • How the neighboring businesses will benefit from the proposed improvements. •.cW L } ull. 4Y Elk Grove Village Class 613 Property Tax Terms and Agreement The APPLICANT shall perform the WORK upon the SUBJECT PROPERTY located at 2355,2461 and 2395 Greenleaf Avenue, Elk Grove Village, Illinois 60007 in accordance with the PLANS and in full compliance with all applicable codes, ordinances, rules, regulations, permits, and plans as outlined in Attachment A, imposed by the VILLAGE, and shall complete the WORK in a good and workmanlike manner or risk voiding this agreement. The WORK shall include all building and landscaping alterations as proposed by the APPLICANT in exchange for the VILLAGE'S approval of a Cook County Class 613 Property Tax Abatement. The APPLICANT, will be issued a Letter of Receipt upon submission of a completed Elk Grove Village Class 6B Application Packet. This letter may be used to inform the Cook County Assessor's Office that the Village of Elk Grove is in receipt of the Applicant's request for a Cook County Class 6B Property Tax Abatement. The Letter of Receipt is not a guarantee of final approval and the Applicant may move ahead with their project at their own risk. The Letter of Receipt will serve as official notice that the APPLICANT is eligible for the incentive; however, final approval is not complete until there is an official Resolution passed by the Village. The Resolution will not be executed until such time all proposed work is complete. The APPLICANT has 365 days from the execution of this Agreement to complete all proposed alterations and submit a full accounting of costs. If costs are not consistent with promises made in the original application, the APPLICANT may not be granted a final resolution of 6B approval. This AGREEMENT sets forth all the promises, inducements, agreements, conditions and undertaking between the APPLICANT and the VILLAGE relative to the subject matter thereof, and there are no promises, agreements, conditions or understandings, either oral or written, expressed or implied, between them, other than as set forth herein. No subsequent alteration, amendment, change or addition to this AGREEMENT shall be binding upon the PARTIES hereto unless authorized in accordance with the law and reduced in writing and signed by them. In WITNESS WHEREOF, the parties hereto have executed this Agreement as set forth below: M3 North America, LLC Procurement and Logistics Village of Elk Grove Village P.0 Box 54 901 Wellington Avenue Elk Wood tale, IL 00191 Grove Village, 11, 60007 Signed: X Name: Sebastian Madej Signed: Title: President Name: Craig B. Johnson Date: Title: Mayor Date: Attest: Lorrie Murphy, Village Clerk gOVE V/t, �'2.rror.�a� fi Elk Grove Village Class 613 Property Tax Terms and Agreement Terms & Conditions Attachment A The WORK must be completed in accordance with the application packet submitted. Any alteration of the proposed work requires Village approval. Please note all improvements must conform to the Village codes and ordinances. At the time of plan review and permitting, the Village reserves the right to alter the applicant's plan to ensure conformity. The 6b will not be granted until all improvements are completed to the satisfaction of the Village. The APPLICANT shall perform the WORK upon the SUBJECT PROPERTY as outlined below and shown in the 6b Application Packet... 1. Demolish two existing buildings on 2395 Greenleaf Ave (PIN: 08-35-202-048-0000)and 2461 Greenleaf Ave (PIN: 08-35-202-043-0000). 2. Consolidate 2395 Greenleaf Ave (PIN: 08-35-202-048-0000)and 2461 Greenleaf Ave (PIN: 08-35-202-043-0000) lots into a one lot subdivision. The proposed building addition will be a single story with a height of 43.5 feet. 76 parking spots, 5 exterior docks, one drive in door and 14' high precast screen wall to screen docks. 3. Install new underground water storm management vault, regrade entire site to match with 2355 Greenleaf Ave (PIN: 08-35-202-047-0000). 4. Construct a new 116,245 square foot manufacturing building addition to the existing 31,094 building at 2355 Greenleaf Ave (PIN: 8-35-202-047-0000) for a total square foot of 147,339. 5. The existing building that will remain will also receive exterior cosmetic improvements to match the new building elevations and color schemes consistent with the Village's Comprehensive Plan, Official Map, and all other plans and policies adopted by the Village. 6. Utilize the existing transportation infrastructure to access the site and provides on -site parking, pedestrian access and screening for the loading docks. 7. Provide 76 parking spaces for 50 employees. 8. Update all landscaping according to plans. LETTER OF TRANSMITTAL TO ELK GROVE VILLAGE Bratt Capital Partners, LLC Series 2461 (the "Applicant"), purchased the properties situated at 2355, 2461 and 2395 Greenleaf Avenue in Elk Grove Village, Illinois (PIN: 08-35-202- 043) ("2461"), (PIN: 08-35-202-047-0000) ("2355") and (PIN: 08-35-202-048-0000) ("2395"), (collectively, the "Property"). Due to a capacity crunch at Greenridge Farm ("Greenridge"), situated at 2355 Greenleaf Avenue (PIN: 08-35-202-047-0000), in Elk Grove Village, the Applicant is in the process of expanding the plant for Greenridge at the Property. The Property will be a manufacturing building to be constructed with Greenridge Farm as the tenant at this time. Greenridge Farm is a premium protein manufacturer of all natural, anti- biotic free and organic deli meats, sausages and snack sticks. Greenridge Farm will be expanding their manufacturing capabilities in the new plant to include pre -sliced deli meats, snackable protein packs, and shelf -stable snack sticks. Greenridge Farm is a fully USDA inspected facility, and currently hold a BRCGC Food Safety Global Standard which is the most widely accepted food safety standard in the world. The proposed use of the building will be 60% food processing, 20% cold storage and 20% office. Approximately 200,000 pounds of food is processed on any given day. Approximately 5,000 pounds of waste is generated every day in the form of inedible meat cuts. The waste will be stored in a specialized bin in the cold storage area of the building. Waste pick-up will be provided every other day and hauled away by a specialized hauler. A petition for subdivision was filed regarding the above referenced properties to combine the lots at 2355 Greenleaf Avenue (PIN: 08-35-202-047-0000), 2395 Greenleaf Avenue (PIN: 08- 35-202-048-0000) and 2461 Greenleaf Avenue (PIN: 08-35-202-043-0000) into a one lot subdivision and build a new manufacturing building addition to the existing property at 2355 Greenleaf Avenue (PIN: 08-35-202-047-0000) Both buildings at 2461 Greenleaf (PIN: 08-35-202- 043-0000) and 2395 Greenleaf (PIN: 08-35-202-048-0000) have been demolished. The new PIN will be determined when the Cook County Assessor releases the 2026 assessments in about 12-15 months. The Applicant plans to construct a new 116,245 square foot, brand new Class A Industrial Building addition to the existing 31,094 square feet at 2355 Greenleaf Avenue (PIN: 08-35-202- 047-0000) or a total of 147,339 square feet. The proposed building addition will be a single story with a height of 43.5 feet. 76 parking spots, 5 exterior docks, one drive in door and 14' high pre cast screen wall to screen docks.. The new building will substantially improve the valuation of the property once built and stabilized. It is estimated that the cost of this work is estimated at $12,000,000. Needless to say, the Applicant has and will provide a significant fiscal impact to the Village of Elk Grove (the "Village") by this Plan. The Property has the potential to generate significant property taxes for the Village. However, without a Class 6B incentive, the viability of this year could be in doubt. Although the Class 6B incentive will lower the assessment level from 25% to 10% for an industrial property for ten years (15% in the eleventh year and 20% in the twelfth year), the Property may potentially generate a greater tax even with a Class 6B incentive than it would if the Property was to go vacant. The Applicant will be creating approximately 20 construction jobs for the planned improvements and hire 50 employees initially, with a potential for an additional 10 jobs in the first two years, and an additional 10 employees after year 5. In addition, the Village can expect that the business and its employees will invest commercially back into the community by visiting local establishments such as restaurants, gas stations, grocery stores, etc. Bratt Capital Partners, LLC Series 2461, or (the "Applicant") is the contract purchaser of the above -referenced property (the "Subject Property") and is requesting a Resolution from Elk Grove Village supporting and consenting to a Class 6b Tax Incentive for the Subject Property based on New Construction and Substantial Rehabilitation. As the above indicates, there are various quantified economic benefits the Village will receive should the Applicant be granted the Class 6b Incentive. However, without a Class 6b Incentive, the Applicant will not be able to successfully operate at the Property. Sincerely, Al Sarro Holland Hicks Law 30 North LaSalle Street, Suite 3906 Chicago, IL 60602 2 NAME OF APPLYING COMPANY Ownership: Bratt Capital Partners, LLC Series 2461 ADDRESS OF APPLICANT 2045-2111 Pratt Boulevard Elk Grove Village, IL 60007 PROPOSED USE OF THE PROPERTY The Property consists of 116,245 square foot addition to the existing 31,094 square foot building situated at 2355 Greenleaf' and will be utilized as a manufacturing plant for Greenridge Farms. Specific utilization is as follows: Manufacturing Area: 116,245 square feet Total Area: 116,245 square feet 1 The existing building received the 6b treatment thru 2019. JOB CREATION AND RETENTION DATA Employment Information Initial Employees 50 Additional New Employees year 2 10 Additional New Employees year 5 10 Total Employment 70 Construction Employment 20 TOTAL PROJECT COST Purchase Price of 2395 Greenleaf $1,500,000 Purchase Price of 2461 Greenleaf $5,600,000 New Construction 2395 and 2461 Greenleaf $12,000,000 Description of Project: 1. Due to our capacity crunch at Greenridge Farm at 2355 Greenleaf (08-35-202- 047)2, we are planning to construct a new 116,245 addition to the existing plant. 2. Demolish two existing buildings on 2395 Greenleaf (08-35-202-048) and 2461 Greenleaf (08-35-202-043) and construct a new 116,245 square foot warehouse., install new underground water storm management vault, regrade entire site to match with 2355 Greenleaf (08-35-202-047). The construction cost of the new building, new parking lots, new underground detention and all other construction is estimated at $12,000,000. 2 The existing building received the 6b treatment thru 2019 7 LANDSCAPE BUDGET TOTAL COST OF LANDSCAPE $53,000 Description of Landscape: Landscape budget includes all planting installed, seed and blanket. CURRENT COLOR PHOTOS 2355,2395, 2461 GreenLeaf Ave D11 � I � t • , -f U08-315, , 202-047 } Y ;i 08;35-202-048 • ' t4 it 1 all 1111MA I . 6 Kip 1111 i M 4 � r 08-35-202-017 08-35 + 202-0493 • .2 January 15, 2025 0 Selected Parcel Green: Green Parcels Current - Blue: Blue Cook County Aerial Imagery 2023 - Red: Red 08.35 202-0,50 E Id till, I'M 08-35 -.w�� ' 08-35 202-043 202-044 4 r 4 08-35 &-41t . 202-051 --- ` •• • r' r t 1:782 0 0.01 0.01 0.03 mi 0 0.01 0.03 0.06 km 2355,2395, 2461 GreenLeaf Ave �i 08-35-203-011 r tt ' 08-35 /► ' 08-35-203-015. �.�� y 203=0"14 I,� M'' w �08=35=203-01'3 - `? N it-- . . - -, .1 -490 . -: a-.-1 it _� — f •� _ - 08-35 - `08-35 08-35 I j 08-35=202-048 202-043 202-044 08-35-202-029 +S '� 1 r202447 l i r . _ 1 'I` - f • _�_ •w_ i.. _ // i _ - - rai'i• �J��Ja r.��"'�''r�.* �� • �, _ yr �i f� �•,• • - � - - i�T,'-� •tot 08-35 •' 1' 08-35 i 08-35-202-050 - 202-051 08-35-202-017 tt 202-049 1 08.-35 '4 MCM January 15, 2025 0 Selected Parcel Green: Green Parcels Current - Blue: Blue Cook County Aerial Imagery 2024 - Red: Red 1:782 0 0.01 0.01 0.03 mi 0 0.01 0.03 0.06 km NOW 2355 Greenleaf Ave Year 2021 2461 Greenleaf Ave Year 2021 24WIlk CaeenlNiAVB coo9 es�ren kew h� � � :vi�3 UL ��izoz� seereoree� ��• - ��!R�•R' '- ' sa o r d _I I PRIOR SIX YEARS OF TAX HISTORY Tax 2355 Greenleaf` 2395 Greenleaf 2461 Greenleaf TOTAL Rate (08-35-202-0411 (08-35-202-048) (08-35-202-043) 2019 $73,052 $147,900 $90,024 $310,976 2020 $110,709 $143,209 $98,882 $352,800 2021 $114,926 $149,209 $102,649 $366,784 2022 $104,012 $164,425 $108,117 $376,554 2023 $108,103 $170,891 $42,2524 $321,246 2024 $108,103 $170,891 $17,6185 $296,612 3 The existing building received the 6b treatment thru 2019 4 Property received vacancy relief 5 Property improvement demolished; assessment based on land only 10 BREAKDOWN OF TAXES PAID OCCUPIED WITH/WITHOUT 6B Real Estate Taxes w/Class 6B $1,531,000 27.54% $3805457 $3.27 Assessed Equalized Tax Rate Tax Amount Per Square Foot Real Estate Taxes w/o 6B $3,828,000 27.54% $9515143 $4.82 Estimates based on a projected 2025 triennial reassessment fair market valuation of $132.00 per square foot of building area (116,000 s.f.), or a full valuation of $15,312,000. Additionally, it is projected that the 2023 equalized tax rate of 26.74% (3.0163 x 8.419%), the last known, will increase by 3% for 2024 and decrease 5% for 2025. 11 TAX PINS 08-35-202-043-0000 2461 Greenleaf Avenue 08-35-202-047-0000 2355 Greenleaf Avenue 08-35-202-048-0000 2395 Greenleaf Avenue 6 The existing building received the 6b treatment thru 2019 12 LEGAL DESCRIPTION Parcel 1: (PIN: 08-3 5 -202-043-0000) 2461 Greenleaf Avenue LOT 1 IN LONNIE'S RESUBDIVISION BEING A RESUBDIVISION OF PART OF LOT 21 IN CENTEX INDUSTRIAL PARK UNIT 5 BEING A SUBDIVISION OF SECTION 35, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINIOS, ACCORDING TO THE PLAT FILED AS LR3140867. Parcel 2: (PIN:08-35-202-048-0000) 2395 Greenleaf Avenue LOT TWO IN NATIONAL METAL FABRICATORS RESUBDIVISION OF PART OF LOT 21 OF CENTEX INDUSTRIAL PARK UNIT 5, BEING A SUBDIVISION IN SECTION 35, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO PLAT THEREOF REGISTERED IN THE OFFICE OF THE REGISTRAR OF TITLES OF COOK COUNTY, ON SEPTEMBER 25, 1987 AS DOCUMENT NUMBER 3654385. Commonly known as: 2395-2461 Greenleaf Avenue, Elk Grove Village, Illinois 60007 Property Index Numbers: 08-35-202-043-0000 08-35-202-048-0000 LETTER FROM APPLICANT ON COMPANY LETTERHEAD 14 GREENRIDGE January 24, 2025 To Whom It May Concern: Given the fact that real estate taxes without the Class 6b Tax Incentive would approximate $8.20 per square foot, the project would not be economically feasible. Competing locations in Lake County indicate real estate taxes of $3.56 per square foot without any economic development incentive. Real estate taxes with the Class 6b Tax Incentive applied to the subject property produce annual real estate taxes of $3.27 per square foot. The following illustration details the assessment and tax process. Cook County Lake County Market Value $15,312,000 $15,312,000 Assessed Value $3,828,000 $5,103,489 (Level of Assessment) (25%) (33.33%) Equalized Tax Rate 24.847%1 8.1%2 Tax Amount $951,143 $413,382 Real Estate Taxes/Square Feet $8.20 $3.56 ' Projected 2025 equalized tax rate. 2 Actual 2023 tax rate (last known) of an industrial property in Cuba Township, increased by 1.5% for 2024 and 2025. Very Truly Yours, Sebastian Madej�� 2355 Greenleaf Ave. Elk Grove Village, IL 60007 ♦ 847.434.1803 ♦ green ridge naturals.com Effective Tax Tax Year Rate** 2024 26.155% 2025* 24.847% 2029 25.793% 2030 26.567% 2031* 25.239% 2032 26.501% 2033 27.296% 12 Year Tax Estimates 2355, 2395, and 2461 Greenleaf Elk Grove Village, Illinois 60007 PINS: 08-35-202-043-0000, 08-35-202-047-0000, 08-35-202-048-0000 Occupied With 6b Incentive Occupied With No 6b Incentive Vacant With No 6b Incentive Market Value Assmt. Level Assessed Value Estimated Tax Market Value Assmt. Level Assessed Value Estimated Tax Market Value Assmt. Level Assessed Value Estimated Tax $13,920,000 101% $1,392,000 $364,078 $13,920,000 251% $3,480,000 $910,194 $1,273,341 259/o $318,335 $83,261 $15,312,000 10% $1,531,200 $380,457 $15,312,000 250% $3,828,000 $951,143 $1,434,733 250/6 $358,683 $89,122 $15,312,000 10% $1,531,200 $391,865 $15,312,000 25% $3,828,000 $979,662 $1,434,733 25% $358,683 $91,794 $15,312,000 104 $1,531,200 $403,640 $15,312,000 25% $3,828,000 $1,009,099 $1,434,733 25% $358,683 $94,552 $16,843,200 10% $1,684,320 $421,787 $16,843,200 25% $4,210,800 $1,054,469 $1,578,206 25% $394,552 $98,804 $16,843,200 10% $1,684,320 $434,437 $16,843,200 250/6 $4,210,800 $1,086,092 $1,578,206 250/6 $394,552 $101,767 $16,843,200 10% $1,684,320 $447,473 $16,843,200 25% $4,210,800 $1,118,683 $1,578,206 25% $394,552 $104,820 $18,527,520 10% $1,852,752 $467,616 $18,527,520 25% $4,631,880 $1,169,040 $1,736,026 25% $434,007 $109,539 $18,527,520 10% $1,852,752 $490,998 $18,527,520 25% $4,631,880 $1,227,495 $1,736,026 25% $434,007 $115,016 $18,527,520 10% $1,852,752 $505,727 $18,527,520 25% $4,631,880 $1,264,318 $1,736,026 25% $434,007 $118,466 $20,380,272 159/o $3,057,041 $792,721 $20,380,272 25% $5,095,068 $1,321,202 $1,909,629 25% $477,407 $123,796 $20,380,272 20% $4,076,054 $1,088,673 $20,380,272 25% $5,095,068 $1,360,842 $1,909,629 25% $477,407 $127,511 Total Estimated Taxes (2024 to 2035) $6,189,472 Total Estimated Taxes (2024 to 2035) $13,452,238 Total Estimated Taxes (2024 to 2035) $1,258,449 Notes: * Reassessment Year 2024 Tax rate based on 3 % increase of the last know 2023 rate 2024 Tax Year at the current value 2025 Tax Year estimated at full stablized value Assumptions: Tax rate increase of 3 % on non -triennial years Tax rate decrease of 5 % on triennial years Market Value increase of 10% on triennial years The above estimates are speculative and should be treated as such. G:\COOK\Elk Grove\3046 - 08-35-202-047 - 2355 Greenleaf Avenue\Class 6b\Elk Grove Application\3046-12 Year Tax Chan 2355 Greenleaf 1.22.25 WWI :w�" I baI C A P I T A L P A R T N E R S GREENRIDGE 2355 GREENLEAF AVE ELK GROVE VILLAGE, IL CONCEPT DESIGN CH 123-0260-00 12,23,2024 00 WARE MALCONIB KEYNOTES ElPAINTED PRECAST CONCRETE PANELS COLOR WHITE ElPAINTED PRECAST CONCRETE PANELS COLOR: DARK GREY II� B R A T T C A P I T A L P A R T N E R S El FIN T DSYSTE EXTERIOR INSULATED El MONUMENT SIGN TO El WINDOWS TO REMAIN COLOR: WHITE PAINT EXISTING BRICK NEW BUILDING ADDRESS SIGN GREY TINTED GLAZING IN O LIGHT GREY ElSIZE/LOCATION TO BE O4 ANODIZED ALUMINUM FRAMES DETERMINED EXISTING BRICK OPAINT DARK GREY This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. PERSPECTIVE - NORTHWEST GREENRIDGE ELK GROVE VILLAGE, IL - CH123-0260-00 WARE MALCONM F"`-,- 04.08.2025 1 KEYNOTES ElALUMINUM COMPOSITE METAL CANOPY COLOR: WHITE ElGREY TINTED GLAZING IN ANODIZED ALUMINUM FRAMES II� B R A T T C A P I T A L P A R T N E R S ElPAINTED PRECAST CONCRETE PANELS COLOR: WHITE ElPAINTED PRECAST CONCRETE PANELS COLOR: DARK GREY OMAIN EMPLOYEE ENTRANCE El14' TALL PAINTED PRECAST CONCRETE PANELS COLOR: WHITE This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. PERSPECTIVE -NORTHEAST GREENRIDGE ELK GROVE VILLAGE, IL - CH123-0260-00 �i WARE MALCONM F"`-,- 04.08.2025 2 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET TOTAL INDEX SHEETS 50 ARCHITECTURAL G010 TITLE SHEET A000 A010 PROJECT DATA GENERAL NOTES A020 ACCESSIBILITY DETAILS GREENRIDGE - FARMA100 A021 ACCESSIBILITY DETAILS SITE PLAN (FOR REFERENCE ONLY) AD01 OVERALL DEMOLITION FLOOR AND ROOF PLANS AD02 DEMOLITION AND PROPOSED BUILDING SECTIONS A110 A111 FIRST FLOOR - OCCUPANCY AND EGRESS PLAN MEZZANINE - OCCUPANCY AND EGRESS PLAN EXPANSION A120 OVERALL FIRST FLOOR PLAN A121 PARTIAL FIRST FLOOR PLAN A122 PARTIAL FIRST FLOOR PLAN A123 OVERALL MEZZANINE FLOOR PLAN A190 ROOF PLAN A210 A211 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 2355 GREENLEAF AVENUE A310 BUILDING SECTIONS A410 ENLARGED ELEVATION, PLAN AND WALL SECTIONS A411 ENLARGED ELEVATION, PLAN AND WALL SECTIONS ELK GROVE VILLAGE ILLINOIS 60007 A412 A413 ENLARGED ELEVATION, PLAN AND WALL SECTIONS WALL SECTIONS A414 A415 ENLARGED PLAN AND WALL SECTION ENLARGED PLAN AND WALL SECTIONS A416 ENLARGED ELEVATION, PLAN AND WALL SECTIONS A420 ENLARGED STAIR PLANS AND SECTIONS A421 ENLARGED STAIR PLANS AND SECTIONS A422 ENLARGED STAIR PLANS AND SECTIONS A423 ENLARGED STAIR PLANS AND SECTIONS A424 ENLARGED STAIR PLAN AND SECTIONS A425 ENLARGED STAIR PLAN AND SECTIONS A510 DETAILS A520 DETAILS A530 DETAILS A540 DETAILS A550 DETAILS A560 DETAILS A570 DETAILS A610 DOOR SCHEDULE A710 PERPECTIVE VIEWS SP-1.0 SPECIFICATIONS SP-2.0 SPECIFICATIONS SP-3.0 SPECIFICATIONS SP-4.0 SPECIFICATIONS S P-5.0 SPECIFICATIONS _««< - -__ � P-6.0SPECIFICATIONS P-7.0 SPECIFICATIONS - _-- -- SP-8.0 SPECIFICATIONS /p Ir / 7 r�//�„ 'ILI [EE F-, LE / SP 9.0 SP-10.0 ARCHITECTURAL SPECIFICATIONS SPECIFICATIONS SHEET COUNT: 50 )Cx IL C I m ®c c3 iTi- VICINITY MAP OWNER OWNER'S CONSULTANTS DEFERRED SUBMITTALS 72 83 LANDMEIER RD. BRATT CAPITAL PARTNERS, LLC 2111 PRATT BLVD. PRIMARY CONTACT: SEBASTIAN MADEJ ELK GROVE VILLAGE PH: (224) 265-0466 ILLINOIS 60007 EMAIL: smadej@klcglobal.com CIVIL ENGINEER SPACECO, INC. PRIMARY CONTACT: BRETT DUFFY 9575 W HIGGINS ROAD, SUITE 700 PH: (847) 696-4060 ROSEMONT, ILLINOIS 60018 EMAIL: bduffy@spacecoinc.com DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. GENERAL CONTRACTOR 0 J m Q 0 v z 1. AUTOMATIC FIRE SPRINKLER SYSTEM. 2. FIRE ALARM SYSTEM. 3. STEEL JOISTS, TRUSSES AND GIRDERS CONFORMING TO SJI STANDARDS SPECIFICATIONS. 4. STEEL STAIRS, HANDRAILS AND GUARDS. 5. HIGH PILED STORAGE RACKING. 6. EXTERIOR BUILDING SIGNAGE. 7. ANCHORAGE DESIGN FOR ALL ELECTRICAL EQUIPMENT REQUIRED. 8. STOREFRONT AND CURTAIN WALL GLAZING SYSTEMS. 9. ROOF HATCH, RAILING AND GATE. 10. ROOF ACCESS LADDER/PLATFORM DESIGN AND SUPPORT. 11. LADDER SAFETY SYSTEM DESIGN AND SUPPORT. 12. ELEVATOR SYSTEM DESIGN AND SUPPORT. TBD. PROJECT SITE GREENLEAF AV. ARCHITECT ARCHITECT'S CONSULTANTS STRUCTURAL ENGINEER WAREN/IL IMEG CORP PRIMARY CONTACT: RYAN WHALEN ]LCOMB 1100 WARRENVILLE ROAD PH: (312) 761-3728 1315 22ND St #410 PRIMARY CONTACT: SEAN VANNATTA SUITE 40OW EMAIL: ryan.j.whalen@imegcorp.com OAK BROOK, ILLINOIS 60523 PH: (630) 581-4267 NAPERVILLE, ILLINOIS 60563 P 630.218.0063 EMAIL: svannatta@waremalcomb.com (630) 753-8529 N ACHITECT OF RECORD: JASON GOLUB PH: (630) 218-0063 X1671 EMAIL: jgolub@waremalcomb.com NOT TO SCALE m O z Q w O z w w c) z w O u w _ O m O w m O c) Q w m Q w O w U O z w _ •O _ 0 O m m w m J Q _ un U z Q w w m U un 0 z Q w u� m O w _ z O 0 w w w m Q _ cn z Q z O z w w Q O cn w O w O z w w O w w Y Q Q _ un cn z O u/ z w z w m O O Q w Q z w w w Q m w x w O w O z Q z O 0 w w m O z Q 0 z Q m .O U .Q w m Q w O _ 0 w O O 0 z Q m w w O m w w _ w Q un z O Q u U w w un 0 z Q un O z Q m w u/ w _ o m m rn I N (o 0 lzt m 0 0 0 0 It c}n o o6 Q -p J N � N p Om Lo m a z m Y c cu o O +1 cc lao a� c do a) 0 Mn O c 4- F, O z W co w w V, W z_ VN w a W w z z z cs W Q G J z J c c� m m w N W z w O z � w F z a a Y Q Lu Lu Lu U Lu Lu O w in > O LL Lu Lu w w :) U) z �: U) O Ln Lc) Lu N N Q 0 � N v O O O PA/PM: S. VANNATTA DRAWN BY.: J.L. / V.O. CH123-0260-01 JOB NO.: SHEET G010 2 o_ ri L0 N O N CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT T.O.P 14'-0" em� -� 6 I 1 "=20' 1 1 1 1 0 10' 20' 5 SEE ELEVATION 1 B / A210 I SEE ELEVATION 1A / A210 i L I 408 TYP. Q 4 1` — — — — — — — — — — — — — — — — — — 1 o Q o / 1 \ T.O.P. 41'-9" P. P . O T. — — F.F.E. I NEW CONSTRUCTION I EXISTING I OVERALL NORTH EXTERIOR ELEVATION — — — — — — — — — — — — — TYP. -------------------- PARTIAL NORTH EXTERIOR ELEVATION 6 5 4 A o} SCALE: 1/16" = 1'-0" No Ill INN! MEMO MEN m m7iMi m INEEMEMIMEMENE I INEEMENININ �00�� MEMO iml m!n�1jm_Tm_1_w 1��m �m��m 32' 64' SCALE: 1" = 20'-0" KEYNOTES: o SEE SHEET A010 FOR GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. 206 STEEL BOLLARD, CONCRETE -FILLED PAINTED SAFETY YELLOW. 215 SERVICE/ MAN DOOR, COLOR: TO MATCH ADJACENT CONCRETE PANEL COLOR. REFER TO ENVELOPE ASSEMBLY NOTES AND DOOR SCHEDULE. 217 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED. 401 CONCRETE WALL JOINT. 402 2" REVEAL. 403 CONTINUOUS PRE -FINISHED METAL COPING TO BE PROVIDED AT THE TOP OF WALL PANELS. COPING COLOR TO MATCH PAINT COLOR AT THE TOP OF EACH CONCRETE PANEL. 404 OVERFLOW SCUPPER OPENING (THROUGH WALL SCUPPER) TO BE SIZED T.O.P. PER APPLICABLE PLUMBING CODE. REFER TO PUMBING DRAWINGS. 9" 405 DOCK BUMPER. 406 DOCK SEAL. 407 DOCK SHELTER. 408 FINISH GRADE VARIES. REFER TO CIVIL DRAWINGS. 409 LINE OF ROOF BEYOND. T.O. P. 410 PRECAST CONCRETE WALL/ PANEL, PAINTED. REFER TO ENVELOPE OdL ASSEMBLY NOTES. 24'-0" 411 HIGH LIFT OVERHEAD SECTTIONAL DOOR. FACTORY PAINTED FINISH. REFER TO ENVELOPE ASSEMBLY NOTES AND DOOR SCHEDULE. 412 WRAP REVEALS AT EXPOSED ENDS. F. 0" — T.O.P. 40'-9" _ F.F.E. J� 0" PARTIAL NORTH EXTERIOR ELEVATION SCALE: 1/16" = 1'-0" I Li LEGEND GLASS: �i VISION GLASS TEMPERED GLASS ® SPANDREL GLASS COLORS: PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. < BASE COLOR: SW 7006 EXTRA WHITE <B SECONDARY COLOR: SW 6254 LAZY GRAY < ACCENT COLOR: SW 6256 SERIOUS GRAY B C D E F i i 1 i A412 KEY PLAN A416 B — �l C — — t — — — — — — — — — — — — — i _ _ T.O.P. 41 '-9" I I I LL 11F I I I i I I o I I 411 I I EXISTING I NEW CONSTRUCTION I 1 / 16"=1 '-0" 1 1 1 1 0 8' 16 3 4 A413 A413 I I 7m 0 0 0 0 0 o F.F.E. ® — — O 405 407 406 �`-------------- -- TYP. TYP. TYP. 217 206 TYP. EAST EXTERIOR ELEVATION 01 O z Q L� O z w w 0 z w O 0 w O m O m O O Q LLj Q O LLJ 0 0 z LLj _ O Q _ un 0 z Q m LLj m 0 un 0 z w _ z O 0 LLj LL w LLJ m Q _ m 0 z Q un z O z w 0 0 w Q 0 m m LLj O LLj z LLj 0 LLj 0 LLj m m LLj Q _ cn m z O v� z LLj 0 z LLI m 0 0 Q LLj Q _ z LLj LLj LLj Q LLJ x LLJ 0 LLJ O z Q z 0 0 LLJ LLJ m O z Q _ 0 z Q m O 0 Q LLj Q O CD 0 z Q LLJ 0 LLJ LLJ Q cn z O Q 0 LL U LLJ m o m m ri N CC IZT Ln C O C (0 ci� J N o (Cr7 N O LO m a m Y 0 f- z W 2 V, W Z w m w a W W Z z Z t7 W Q J in Q J '— c c� m m W Ix m N W CO Z_ 0 O Z 0: W F z a a U) Z to Y O Lu w J w w N O O a to 0 o� w w WW :) Z to X D)o w L0Lc) LJJ N N 0 N O 00 PA/PM: S. VANNATTA DRAWN BY.: J.L. / V.O. CH123-0260-01 JOB NO.: SHEET un N A210 Q �L �n NOT TO SCALE T_ Q a Ln N L0 N O N SCALE: 1/16" = 1'-0" CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT E4 E3 E2 E1 1 1.1 E4 T.O. P. 26'-6" E3 EXISTING I NEW CONSTRUCTION i I E2 1 1.1 I I I I I I I I 1 "=20' I I I I 0 10' 20' SEE ELEVATION 3B / A211 I SEE ELEVATION 3A / A211 I OVERALL SOUTH EXTERIOR ELEVATION SCALE: 1" = 20'-0" KEYNOTES: o T.O.P. 41'-9" F. F. E. I SEE SHEET A010 FOR GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. 215 SERVICE/ MAN DOOR, COLOR: TO MATCH ADJACENT CONCRETE PANEL COLOR. REFER TO ENVELOPE ASSEMBLY NOTES AND DOOR SCHEDULE. 216 EXTERIOR CONCRETE STAIR. 401 CONCRETE WALL JOINT. 402 2" REVEAL. 404 OVERFLOW SCUPPER OPENING (THROUGH WALL SCUPPER) TO BE SIZED PER APPLICABLE PLUMBING CODE. REFER TO PUMBING DRAWINGS. 408 FINISH GRADE VARIES. REFER TO CIVIL DRAWINGS. 410 PRECAST CONCRETE WALL/ PANEL, PAINTED. REFER TO ENVELOPE ASSEMBLY NOTES. T.O.P. 413 CLERESTORY ALUMINUM WINDOW SYSTEM WITH 1" INSULATED GLASS. 41'-9" REFER TO ENVELOPE ASSEMBLY NOTES FOR GLAZING SPECIFICATION. _ F.F.E. 0" i rr. TYP. i Yr. PARTIAL SOUTH EXTERIOR ELEVATION SCALE: 1/16" = 1'-0" 2 3 4 5 6 LEGEND GLASS: VISION GLASS TEMPERED GLASS SPANDREL GLASS I I I I I COLORS: PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. B A ? <A BASE COLOR: SW 7006 EXTRA WHITE _ T.O.P. OL am 41'-9" < SECONDARY COLOR: SW 6254 LAZY GRAY r7 T T <= ACCENT COLOR: SW 6256 SERIOUS GRAY EXISTING I NEW CONSTRUCTION I 1 / 16"=1 '-0" 111 1 0 8' 16' F E I I 32' 64' A 12 PARTIAL SOUTH EXTERIOR ELEVATION Q Q Q _F.F.E. 0" SCALE: 1/16" = V-0" _ T.O. P. OIL 41'-9" T.O.P. 40'-9" KEY PLAN E5) ( 1 10 10 F 0 _ z O 0 W W W m Q _ cn 0 z Q un z O z W 0 0 W Q u cn W O W z W 0 W 0 W m W W Q Q _ un cn z O u� z W 0 z W m 0 0 Q W Q z W W W 0 W x W 0 W _ O z Q z 0 0 W W m O z Q 0 z Q m O Q W Q 0 W 0 Z Q W W 0 W W Q un z O Q 0 U W D_ r-I N CO CO J N � N O M N O (p O M s � O O +� .bA N E LL c 0 N O C O Z W 2 W U) z w Z_ D fN W Q W W Z z 0 z (7 Z Z Z W p 0 J Z > w D U W s D tN W Z_ 0: F, O Z � = Z W � a � J Z a a H H O Q =) J LL z J W W Q w(D�J z L.L J w _j Z �_j > w> zwo CD Lo C� W co W U) Z U) Y O Lu w w O Lu a LL w W X U) w L0 N Lu N Q� o N M 0 PA/PM: S. VANNATTA DRAWN BY.: J.L. / V.O. CH123-0260-01 JOB NO.: SHEET A21 I WEST EXTERIOR ELEVATION SCALE: 1/16" = V-0" N NOT TO SCALE un z Q co N O N PARKING COUNT SIGN LEGEND: NOTES: LEGEND 2 = PROPOSED INTERNAL DOCKS O O O O 1. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. HEAVY DUTY PAVEMENT 5 = PROPOSED EXTERNAL DOCKS 2. ALL CURBS AND GUTTERS ARE REVERSE PITCH (PITCH -OUT) UNLESS OTHERWISE NOTED. 72 = PROPOSED STANDARD AUTO STALLS RESERVED No 3. SEE SHEET GN FOR PAVEMENT SECTION DETAILS. CONCRETE PAVEMENT OR APRON 4 = PROPOSED ADA AUTO STALLS STOP FIRE PARKING ENTRY 4. ALL PAVEMENT MARKINGS SHALL BE BE PAINT AND COLOR IN ACCORDANCE WITH 76 =TOTAL AUTO STALLS PROVIDED ® FIRE VILLAGE STANDARDS AND SPECIFICATIONS. � CONCRETE SIDEWALK Rl-1 LANE '��— LME 5. ALL ACCESSIBLE PARKING SPACE SIGNAGE SHALL CONFORM TO ILLINOIS 30" x 30" R7-SPEC $250FINE R7-SPEC ACCESSIBILITY CODE. GRIND AND OVERLAY 12" X 18" 12" X 18" 6. SEE ARCHITECTURAL DRAWINGS FOR DESIGN AND DETAILS OF THE BUILDINGS N VAN ACCESSIBLE R7-8 7. SEE PLANS BY LANDSCAPE ARCHITECT FOR DESING AND DETAILS OF LANDSCAPING. PERMEABLE PAVERS NOTE: 8 INDICATES SIGN QQ MOUNTED ABOVE SIGN 8. ALL PUBLIC RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION MUST BE RESTORED Z TO PRE -CONSTRUCTION CONDITIONS OR BETTER. CONCRETE SIDEWALK 9. SEE STRUCTURAL DRAWINGS FOR DESIGN OF RETAINING WALLS AND ALL OTHER HC RAMP (T WIDE UNLESS NOTED) PROPOSED STRUCTURAL ELEMENTS 10. THE ENGINEERING DIVISION MUST INSPECT THE BASE PRIOR TO PAVING. SURFACE STANDARD PITCH CURB SHALL BE IN "READY TO PAVE" CONDITION. COMPACTED SUBBASE MATERIAL SHALL SCALE 1" — 30' BE PROOF ROLLED WITH A LOADED SIX (6) WHEEL DUMP TRUCK IN THE PRESENCE OF A VILLAGE INSPECTOR, AND APPROVED PRIOR TO PLACING ANY PAVING MATERIAL. DEPRESSED CURB & GUTTER 11. UPON COMPLETION OF CONSTRUCTION, THE OWNER SHALL CAUSE TO BE FURNISHED FOUR PAPER SETS OF "AS -CONSTRUCTED" PLANS AS WELL AS A CD WITH CAD AND ��&&\&&&N DROP FOUNDATION 0 30 60 PDF FILES TO THE VILLAGE ENGINEER. 12. ALL INTERFACE BETWEEN PATH/SIDEWALK AND ACCESS DRIVES/ROADWAYS SHALL HAVE A DEPRESSED CURB AND GUTTER WITHIN ADA REQUIREMENTS AND SPECIFICATIONS. 13. ALL CURB AND GUTTER WITHIN R.O.W. SHALL BE STANDARD PITCH (PITCH -IN) OR FOLLOW EXISTING ADJACENT CURB AND FOLLOW VILLAGE STANDARDS. N 1-670.5T.6'PVC 476 }— r E,W 1-6702210'PC — W l'670.3610'P " WOOD TIMBER WALL E 1�69b3J0PV_—\ �—<��—�—� ®I SITE BEI E :...:...:...: E.:'..:'•.:' •T:: —� E E ' �� .•. .••.' F �— '..;'..;'... F F •. •. '. REMOVE AND REPLACE APPROXIMATELY :•' REMOVE AND REPLACE 92' F EXISTING CURB AND GUTTER AND 0 S G CU GU REMOVE AND REPLACE APPROXIMATELY PAVEMENT AS NECESSARY T. :'• c:'• c:'• •c: REPLACE WITH DEPRESSED CURB AND 131' OF EXISTING CURB AND GUTTER AND TO INSTALL UTILITY CONNECTION REMOVE AND REPLACE APPROXIMATELY GUTTER. MILL AND OVERLAY ALL PAVEMENT 43' OF EXISTING CURB AND GUTTER AND REPLACE WITH DEPRESSED CURB AND AND STRUCTURE. RESTORE PER DISTURBED DURING CONSTRUCTION PER REMOVE AND REPLACE APPROXIMATELY GUTTER. MILL AND OVERLAY ALL PAVEMENT VILLAGE OF ELK GROVE VILLAGE REPLACE WITH DEPRESSED CURB AND VILLAGE SPECIFICATIONS. 24' WHITE REMOVE AND REPLACE 67' OF EXISTING CURB AND GUTTER AND DISTURBED DURING CONSTRUCTION PER ST P BAR PAVEMENT AS NECESSARY REPLACE WITH DEPRESSED CURB AND GUTTER. MILL AND OVERLAY ALL PAVEMENT CURB AND GUTTER DETAILS FOR KEEP�LEH TO INSTALL UTILITY CONNECTION GUTTER. MILL AND OVERLAY ALL PAVEMENT GREENLEAF AVENUE DISTURBED DURING CONSTRUCTION PER VILLAGE SPECIFICATIONS. PAVEMENT RESTORATION ADJACENT INc. AiETAL/PLAS)A AND STRUCTURE. RESTORE PER DISTURBED DURING CONSTRUCTION PER VILLAGE SPECIFICATIONS. TO CURB VILLAGE OF ELK GROVE VILLAGE VILLAGE SPECIFICATIONS. PER ATLAS — fin/ W w CURB AND GUTTER DETAILS FOR EM w w— vv w —w w PAVEMENT RESTORATION ADJACENT JV— w W . • . • .. • .. • c. • c. • �• .�-..;.; �..�..�...� r.;{`';i`�Pp/t''kY:' ; "..A .1'•'; ` \''' Gr^ lcN W w > V✓1—E3— f.'''i:,� ,,�.; ... •,.t ••.,...c. ;: ' TO CURB �U�vt w w W —N SITE BENC K •2 �' �' �' W. 30 ' o PARKI . W SCREEN WALL / N 1 w W W N R • •C T W 3 F. T • DFp�-p. w t: ✓r:r+� : W w VV: w N SEE PLANS BY v •AT�c;.. ARCHITECT AND METAL s .. • : N � w BER WALLS 51 15.78' V `��[�\1 �f�) '1 PROPOSED DROP FOUNDATION _ STRUCTURAL ENGINEER _ _ ATID FABRICS ` �-./ :5 '.: •.•:' ••,' ••;' ••:' ••;' cn �— ATV SITE BENCHMARK •3 (.5 f ;•, N N ° AT&T VAucr SEE STRUCTURAL PLANS 70' 18 8 7 6 CA �.�, N c — BROAOB uc CAT �, ———— —————— — j PaNr µWn PNvucs NSSE h6705/ 6'DlP 1 • •. • •.. 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CURB TO BE INSTALLED WITH TOP OF CURB AT FINISHED PAVEMENT GRADE TO ALLOW FOR DRAINAGE STORY EXTERIOR S EPS AND LANDING BY OTHERS SEE PLANS Y ARCHITECT AND STRL CTUR-ALENGINEER PUBLIC UTILITY, SEWE WATER AND DRAINAGE EASEM NT PER DOCUMENT 17976174 LR1944839 AND SHOWN ON DOCUMENT T3654385 EXTERIOR STEPS AND LANDING BY OTHERS SEE PLANS BY ARCHITECT AND STRUCTURAL ENGINEER PROPOSED DROP FOUNDATION SEE STI III URAL PLANS —6fr-1 AL wcrf "A w w ST`R CTURAL ENGINEER I PROPOSED DROP FOUNDATION SEE STRUCTURAL PLANS CWALL MOUNT 3 PROP SED WHEEL S OPS ADJACEN TO DEPRESSED URB WALL MOUNT 3 SEE DETAIL SH ETS O ( YP.) WALL MOUNT 3 DEPRESS AP ROX. 58.5' OF CUR AND GUTTER FO ADA ACCESS WALL M 1 ROPOSED DRIVE N DOOR SEE PLANS BY ARCHITECT DEPRESS APPROX. 16' OF CURB AND UTTER FOR TRANS. ACCESS PROPOSED TRANSFORMER PAD WITH PROTECTIVE BOLLARDS SEE PL NS BY INSTALLING CONTRACTOR 6 0' -u o rC=; i' 19.5' 24' W 5' 4' u 4 62' I 51 V .'A "A ' b. I. \O Q` 41' 15.47' 108.5'(1299') 40.5' o � 0 0 o @ rCco \. 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Deciduous 13 13 Max. Evergreen 7 7 Max. Ornamental 7 7 Shrubs 25 0 Note: 25 additional shrubs have been added to the boundary landscape area along Greenleaf Avenue. Boundary Area (Greenleaf Ave) Required Provided Total Trees 18 20 Min Deciduous 14 14 Max. Evergreen 4 6 Shrubs 144 169 Off-street Parking (79 Parking Spaces) Required Provided Total Trees 4 4 Master Plant List Shade Trees Symbol— Quantity Botanical Name Common Name Size Ori in Notes CAT 2 CATALPA SPECIOSA NORTHERN CATALPA 3" BB NATIVE CEO 2 CELTUS OCCIDENTALIS HACKBERRY 3" BB URBAN, MOIST GBI 3 GINKGO BILOBA GINKGO 3" BB URBAN, MALE SPEC. ONLY GTI 3 GLEDITSIA TRIACANTHOS F. INERMIS THORNLESS HONEYLOCUST 3" BB URBAN, MOIST GYD 2 GYMNOCLADUS DIOICUS KENTUCKY COFFEETREE 3" BB NATIVE MOIST LIT 4 LIRODENDRON TULIPIFERA TULIP TREE 3" BB NATIVE MOIST PLA 2 PLATANUS xACERIFOLIA'MORTON CIRCLE' EXCLAMATION LONDON PLANETREE 3" BB URBAN, MOIST QBI 3 QUERCUS BICOLOR SWAMP WHITE OAK 3" BB NATIVE QMU 3 QUERCUS MUEHLENBERGII CHI NKAPIN OAK 3" BB NATIVE URBAN TAR 3 TILIA AMER CANA'REDMOND' REDMOND AMERICAN LINDEN 3"BB NATIVE URBAN MOIST UCU 2 ULMUS CULTIVAR'ACCOLADE'TRIUMPH' ACCOLADE ELM 3" BB URBAN Evergreen Trees PAS 9 PICEA AIBES NORWAY SPRUCE 8' BB POM 4 PICEA OMORIKA SERBIAN SPRUCE 8' BB URBAN TON 3 THUJA OCCIDENTALIS 'NIGRA' TECHNY ARBORVITAE 6' BB Ornamental Trees COM 3 CORNUS MAS CORNELIANCHERRY DOGWOOD 6' BB URBAN CRC 4 CRATAEGUS CRUSGALLI VAR. INERMIS THORNLESS HAWTHORN 61313 Evergreen Shrubs TD 10 TAXUS x MEDIA 'DENSI I' DENSE YEW 24" BB Deciduous Shrubs AM 30 ARONIA MELANOCARPA'IROQUOIS BEAUTY' IROQUOIS BEAUTY BLACK CHOKEBERRY 24" BB NATIVE CA 20 CLETHRA ALNIFOLIA'HUMMINGBIRD' HUMMINGBIRD CLETHRA 5 GAL CS 6 CORNUS SERICEA'ISANTI' ISANTI RED TWIG DOGWOOD 24" BB NATIVE HP 9 HYDRANGEA PANICULATA'TARDIVA' TARDIVA HYDRANGEA 36" BB PF 20 POTENTILLA FRUITICOSA'GOLD DROP' GOLD DROP POTENTILLA 5 GAL NATIVE RD 30 ROSA'DRIFT SWEET' GROUNDCOVER ROSE 2 GAL PINK SM 20 SYRINGA MEYERI 'PALIBIN' DWARF KOREAN LILAC 24" BB SP 10 SYRINGA PATULA'MI SS KIM' MISS KIM LILAC 36" BB VJ 6 IVIBURNUM X JUDDI JUDD VIBURNUM 36" BB E � o M 0 s —� � N U `m =3 o 0 0 - 10-0 C Ul O O ` ro ly C ro U d1 C Ln Ln 0 �J -0 7 N C7 N Ea [V N 0] 00 U 1 \\��O�PND`SCgpF�p�' w ; KATHRYN MAXWELL ' n =_ TALTY = 157-001186 pf 11 rl li'I.. a N N O o � I I N 0 0 O I� r> J (/ w w LL J J w i Z 0 w ry W ry CD w U) Z Q Z J LLI 0— G w w 0- �_ U � U) J C) LU Z 0'-' Z Q Q W J J Q Q07W w 0 CQ O-J2 N Y 0 d O -d U job no. 24290 sheet no. L1.0 LANDSCAPE MAINTENANCE SPECIFICATIONS THE CONTRACTOR SHALL PROVIDE AS A SEPARATE BID, MAINTENANCE FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT LANDSCAPING. THE CONTRACTOR MUST BE ABLE TO PROVIDE CONTINUED MAINTENANCE IF REQUESTED BY THE OWNER OR PROVIDE THE NAME OF A REPUTABLE LANDSCAPE CONTRACTOR WHO CAN PROVIDE MAINTENANCE. ALL LANDSCAPE MAINTENANCE SERVICES SHALL BE PERFORMED BY TRAINED PERSONNEL USING CURRENT, ACCEPTABLE HORTICULTURAL PRACTICES. ALL WORK SHALL BE PERFORMED IN A MANNER THAT MAINTAINS THE ORIGINAL INTENT OF THE LANDSCAPE DESIGN. ALL CHEMICAL APPLICATIONS SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT COUNTY, STATE AND FEDERAL LAWS, USING EPA REGISTERED MATERIALS AND METHODS OF APPLICATION. THESE APPLICATIONS SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED CERTIFIED APPLICATOR. APPROVALS ANY WORK PERFORMED IN ADDITION TO THAT WHICH IS OUTLINED IN THE CONTRACT SHALL ONLY BE DONE UPON WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE. ALL SEASONAL COLOR SELECTIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO ORDERING AND INSTALLATION. SOIL TESTING THE MAINTENANCE CONTRACTOR SHALL PERFORM SOIL TESTS AS NEEDED TO IDENTIFY ANY IMBALANCES OR DEFICIENCIES CAUSING PLANT MATERIAL DECLINE. THE OWNER SHALL BE NOTIFIED OF THE RECOMMENDATION FOR APPROVAL, AND THE NECESSARY CORRECTIONS MADE AT AN ADDITIONAL COST TO THE OWNER. ACCEPTABLE SOIL TEST RESULTS: LANDSCAPE TREES & SHRUBS TURF PH RANGE 5.0-7.0 6.0-7.0 ORGANIC MATTER >1.5% >2.5% MAGNESIUM (MG) 100+LBS./ACRE 100+LBS./ACRE PHOSPHORUS (P205) 150+LBS./ACRE 150+LBS./ACRE POTASSIUM (K20) 120+LBS./ACRE 120+LBS./ACRE SOLUBLE SALTS NOT TO EXCEED 900PPM/1.9 MMHOS/CM NOT TO EXCEED 750PPM/0.75 MMHOS/CM IN SOIL; NOT TO EXCEED 1400 PPM/2.5 IN SOIL; NOT TO EXCEED 2000 PPM/2.0 MMHOS/CM IN HIGH ORGANIC MIX MMHOS/CM IN HIGH ORGANIC MIX FOR UNUSUAL SOIL CONDITIONS, THE FOLLOWING OPTIONAL TESTS ARE RECOMMENDED WITH LEVELS NOT TO EXCEED: BORON 3 POUNDS PER ACRE MANGANESE 50 POUNDS PER ACRE POTASSIUM (K20) 450 POUNDS PER ACRE SODIUM 20 POUNDS PER ACRE WORKMANSHIP DURING LANDSCAPE MAINTENANCE OPERATIONS, ALL AREAS SHALL BE KEPT NEAT AND CLEAN. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING STRUCTURES. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER TO THE OPERATORS, THE OCCUPANTS AND ANY PEDESTRIANS. UPON COMPLETION OF MAINTENANCE OPERATIONS, ALL DEBRIS AND WASTE MATERIAL SHALL BE CLEANED UP AND REMOVED FROM THE SITE, UNLESS PROVISIONS HAVE BEEN GRANTED BY THE OWNER TO USE ON -SITE TRASH RECEPTACLES. ANY DAMAGE TO THE LANDSCAPE, STRUCTURES, OR IRRIGATION SYSTEMS CAUSED BY THE MAINTENANCE CONTRACTOR, SHALL BE REPAIRED BY THE MAINTENANCE CONTRACTOR WITHOUT CHARGE TO THE OWNER. TURF GENERAL CLEAN UP PRIOR TO MOWING, ALL TRASH, STICKS, AND OTHER UNWANTED DEBRIS SHALL BE REMOVED FROM LAWNS, PLANT BEDS, AND PAVED AREAS. MOWING TURF GRASSES, INCLUDING BLUE GRASS, TALL FESCUE, PERENNIAL RYEGRASS, ETC., SHALL BE MAINTAINED AT A HEIGHT OF 2" TO 3" IN SPRING AND FALL. FROM JUNE THROUGH SEPTEMBER, MOWING HEIGHT SHALL BE MAINTAINED AT NO LESS THAN 311 . THE MOWING OPERATION INCLUDES TRIMMING AROUND ALL OBSTACLES, RAKING EXCESSIVE GRASS CLIPPINGS AND REMOVING DEBRIS FROM WALKS, CURBS, AND PARKING AREAS. CAUTION: MECHANICAL WEEDERS SHOULD NOT BE USED AROUND TREES BECAUSE OF POTENTIAL DAMAGE TO THE BARK. EDGING EDGING OF ALL SIDEWALKS, CURBS AND OTHER PAVED AREAS SHALL BE PERFORMED ONCE EVERY OTHER MOWING. DEBRIS FROM THE EDGING OPERATIONS SHALL BE REMOVED AND THE AREAS SWEPT CLEAN. CAUTION SHALL BE USED TO AVOID FLYING DEBRIS. FERTILIZING SEASONALLY STEPPED FERTILIZER SHALL BE APPLIED IN AREAS BASED ON THE EXISTING TURF SPECIES. LAWN WEED CONTROL: HERBICIDES SELECTION AND PROPER USE OF HERBICIDES SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY. ALL CHEMICAL APPLICATIONS SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED CERTIFIED APPLICATOR. READ THE LABEL PRIOR TO APPLYING ANY CHEMICAL. INSECT & DISEASE CONTROL FOR TURF THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE SITE CONDITIONS ON EACH VISIT TO DETERMINE IF ANY INSECT PEST OR DISEASE PROBLEMS EXIST. THE CONTRACTOR SHALL IDENTIFY THE INSECT PEST OR DISEASE, AS WELL AS THE HOST PLANT, AND THEN CONSULT THE MOST CURRENT EDITION OF THE COOPERATIVE EXTENSION SERVICE'S "COMMERCIAL INSECTICIDE RECOMMENDATION FOR TURF" FOR CONTROL. THE LICENSED APPLICATOR SHALL BE FAMILIAR WITH THE LABEL PROVIDED FOR THE SELECTED PRODUCT PRIOR TO APPLICATION. INSPECTION AND TREATMENT TO CONTROL INSECT PESTS SHALL BE INCLUDED IN THE CONTRACT PRICE. TREES, SHRUBS, & GROUND COVER PRUNING ALL ORNAMENTAL TREES, SHRUBS AND GROUND COVER SHALL BE PRUNED WHEN APPROPRIATE TO REMOVE DEAD OR DAMAGED BRANCHES, DEVELOP THE NATURAL SHAPES. DO NOT SHEAR TREES OR SHRUBS. IF PREVIOUS MAINTENANCE PRACTICE HAS BEEN TO SHEAR AND BALL, THEN A NATURAL SHAPE WILL BE RESTORED GRADUALLY. PRUNING GUIDELINES: 1. PRUNE PLANTS THAT FLOWER BEFORE THE END OF JUNE (SPRING BLOOMING) IMMEDIATELY AFTER FLOWERING. FLOWER BUDS DEVELOP DURING THE PREVIOUS GROWING SEASON. FALL, WINTER OR SPRING PRUNING WOULD REDUCE THE SPRING FLOWERING DISPLAY. 2. PRUNE PLANTS THAT FLOWER IN JULY - SEPTEMBER (SUMMER OR AUTUMN BLOOMING) IN WINTER OR SPRING BEFORE NEW GROWTH BEGINS, SINCE THESE PLANTS DEVELOP FLOWERS ON NEW GROWTH. 3. DELAY PRUNING PLANTS GROWN FOR ORNAMENTAL FRUITS, SUCH AS COTONEASTERS AND VIBURNUMS. 4. HOLLIES AND OTHER EVERGREENS MAY BE PRUNED DURING WINTER IN ORDER TO USE THEIR BRANCHES FOR SEASONAL DECORATION. HOWEVER, SEVERE PRUNING OF EVERGREENS SHOULD BE DONE IN EARLY SPRING ONLY. 5. BROADLEAF EVERGREEN SHRUBS SHALL BE HAND -PRUNED TO MAINTAIN THEIR NATURAL APPEARANCE AFTER THE NEW GROWTH HARDENS OFF. 6. HEDGES OR SHRUBS THAT REQUIRE SHEARING TO MAINTAIN A FORMAL APPEARANCE SHALL BE PRUNED AS REQUIRED. DEAD WOOD SHALL BE REMOVED FROM SHEARED PLANTS BEFORE THE FIRST SHEARING OF THE SEASON. 7. CONIFERS SHALL BE PRUNED, IF REQUIRED, ACCORDING TO THEIR GENUS. A. YEWS JUNIPERS HEMLOCKS AND ARBORVITAE MAY BE PRUNED AFTER NEW GROWTH HAS HARDENED OFF IN LATE SUMMER. IF SEVERE PRUNING IS NECESSARY, IT MUST BE DONE IN EARLY SPRING. B. FIRS AND SPRUCES MAY BE LIGHTLY PRUNED IN LATE SUMMER, FALL, OR WINTER AFTER COMPLETING GROWTH. LEAVE SIDE BUDS. NEVER CUT CENTRAL LEADER. C. PINES MAY BE LIGHTLY PRUNED IN EARLY JUNE BY REDUCING CANDLES. 8. GROUNDCOVER SHALL BE EDGED AND PRUNED AS NEEDED TO CONTAIN IT WITHIN ITS BORDERS. 9. THINNING: REMOVE BRANCHES AND WATER SPROUTS BY CUTTING THEM BACK TO THEIR POINT OF ORIGIN ON PARENT STEMS. THIS METHOD RESULTS IN A MORE OPEN PLANT, WITHOUT STIMULATING EXCESSIVE GROWTH. THINNING IS USED ON CRAB APPLES, LILACS, VIBURNUMS, ETC. 10. RENEWAL PRUNING: REMOVE OLDEST BRANCHES OF SHRUB AT GROUND LEAVING THE YOUNGER MORE VIGOROUS BRANCHES. ALSO REMOVE WEAK STEMS. ON OVERGROWN PLANTS, THIS METHOD MAY BE BEST DONE OVER A THREE-YEAR PERIOD. RENEWAL PRUNING MAY BE USED ON FORSYTHIA, HYDRANGEA, SPIRAEA, ETC. PLANTS OVERHANGING PASSAGEWAYS AND PARKING AREAS AND DAMAGED PLANTS SHALL BE PRUNED AS NEEDED. SHADE TREES THAT CANNOT BE ADEQUATELY PRUNED FROM THE GROUND SHALL NOT BE INCLUDED IN THE MAINTENANCE CONTRACT. A CERTIFIED ARBORIST UNDER A SEPARATE CONTRACT SHALL PERFORM THIS TYPE OF WORK. SPRING CLEANUP PLANT BEDS SHALL RECEIVE A GENERAL CLEANUP BEFORE FERTILIZING AND MULCHING. CLEANUP INCLUDES REMOVING DEBRIS AND TRASH FROM BEDS AND CUTTING BACK HERBACEOUS PERENNIALS LEFT STANDING THROUGH WINTER, E.G. ORNAMENTAL GRASSES, SEDUM AUTUMN JOY. FERTILIZING FOR TREES, THE RATE OF FERTILIZATION DEPENDS ON THE TREE SPECIES, TREE VIGOR, AREA AVAILABLE FOR FERTILIZATION, AND GROWTH STAGE OF THE TREE. MATURE SPECIMENS BENEFIT FROM FERTILIZATION EVERY 3 TO 4 YEARS; YOUNGER TREES SHALL BE FERTILIZED MORE OFTEN DURING RAPID GROWTH STAGES. THE CURRENT RECOMMENDATION IS BASED ON THE RATE OF 1000 SQUARE FEET OF AREA UNDER THE TREE TO BE FERTILIZED. FOR DECIDUOUS TREES, 2 TO 6 POUNDS OF NITROGEN PER 1000 SQUARE FEET; FOR NARROW -LEAF EVERGREENS, 1 TO 4 POUNDS OF NITROGEN PER 1000 SQUARE FEET; FOR BROADLEAF EVERGREENS, 1 TO 3 POUNDS OF NITROGEN PER 1000 SQUARE FEET. SHRUBS AND GROUNDCOVER SHALL BE TOP -DRESSED WITH COMPOST 1" DEEP OR FERTILIZED ONCE IN MARCH WITH 10-6-4 ANALYSIS FERTILIZER AT THE RATE OF 3 POUNDS PER 100 SQUARE FEET OF BED AREA. ERICACEOUS MATERIAL SHALL BE FERTILIZED WITH AN ERICACEOUS FERTILIZER AT THE MANUFACTURER'S RECOMMENDATION RATE. IF PLANTS ARE GROWING POORLY. A SOIL SAMPLE SHOULD BE TAKEN. TREES, SHRUBS, & GROUND COVER (CONT.) MULCHING ANNUALLY, ALL TREE AND SHRUB BEDS WILL BE PREPARED AND MULCHED, TO A MINIMUM DEPTH OF 3" WITH QUALITY MULCH TO MATCH EXISTING. BED PREPARATION SHALL INCLUDE REMOVING ALL WEEDS, CLEANING UP SAID BED, EDGING AND CULTIVATING DECAYED MULCH INTO THE SOIL. DEBRIS FROM EDGING IS TO BE REMOVED FROM BEDS WHERE APPLICABLE. IF DEEMED NECESSARY, A PRE -EMERGENT HERBICIDE MAY BE APPLIED TO THE SOIL TO INHIBIT THE GROWTH OF FUTURE WEEDS. ORGANICALLY MAINTAINED GARDENS SHALL NOT RECEIVE ANY PRE -EMERGENT HERBICIDES. MULCH IN EXCESS OF 4" WILL BE REMOVED FROM THE BED AREAS. SPECIAL CARE SHALL BE TAKEN IN THE MULCHING OPERATION NOT TO OVER -MULCH OR COVER THE BASE OF TREES AND SHRUBS. THIS CAN BE DETRIMENTAL TO THE HEALTH OF THE PLANTS. WEEDING ALL BEDS SHALL BE WEEDED ON A CONTINUOUS BASIS THROUGHOUT THE GROWING SEASON TO MAINTAIN A NEAT APPEARANCE AT ALL TIMES. PRE -EMERGENT (SOIL -APPLIED) AND POST -EMERGENT (FOLIAR-APPLIED) HERBICIDES SHALL BE USED WHERE AND WHEN APPLICABLE AND IN ACCORDANCE WITH THE PRODUCT'S LABEL. INSECT & DISEASE CONTROL: TREES, SHRUBS & GROUNDCOVER THE MAINTENANCE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE LANDSCAPE SITE ON A REGULAR BASIS. THE MONITORING FREQUENCY SHALL BE MONTHLY EXCEPT FOR GROWING SEASON, WHICH WILL BE EVERY OTHER WEEK. TRAINED PERSONNEL SHALL MONITOR FOR PLANT DAMAGING INSECT ACTIVITY, PLANT PATHOGENIC DISEASES AND POTENTIAL CULTURAL PROBLEMS IN THE LANDSCAPE. THE PEST OR CULTURAL PROBLEM WILL BE IDENTIFIED UNDER THE SUPERVISION OF THE CONTRACTOR. FOR PLANT DAMAGING INSECTS AND MITES IDENTIFIED IN THE LANDSCAPE, THE CONTRACTOR SHALL CONSULT AND FOLLOW THE RECOMMENDATIONS OF THE MOST CURRENT EDITION OF THE STATE COOPERATIVE SERVICE PUBLICATION ON INSECT CONTROL ON LANDSCAPE PLANT MATERIAL. PLANT PATHOGENIC DISEASE PROBLEMS IDENTIFIED BY THE CONTRACTOR THAT CAN BE RESOLVED BY PRUNING OR PHYSICAL REMOVAL OF DAMAGED PLANT PARTS WILL BE PERFORMED AS PART OF THE CONTRACT. FOR AN ADDITIONAL CHARGE, PLANT PATHOGENIC DISEASES THAT CAN BE RESOLVED THROUGH PROPERLY TIMED APPLICATIONS OF FUNGICIDES SHALL BE MADE WHEN THE OWNER AUTHORIZES IT. IF THE CONTRACTOR NOTES AN ESPECIALLY INSECT -OR DISEASE -PRONE PLANT SPECIES IN THE LANDSCAPE, HE/SHE WILL SUGGEST REPLACEMENT WITH A MORE PEST -RESISTANT CULTIVAR OR SPECIES THAT IS CONSISTENT WITH THE INTENT OF THE LANDSCAPE DESIGN. NOTE: FOR IDENTIFICATION OF PLANT -DAMAGING INSECTS AND MITES A REFERENCE TEXTBOOK THAT CAN BE USED IS INSECTS THAT FEED ON TREES AND SHRUBS BY JOHNSON AND LYON, COMSTOCK PUBLISHING ASSOCIATES. FOR PLAN PATHOGENIC DISEASES, TWO REFERENCES ARE SUGGESTED: SCOUTING AND CONTROLLING WOODY ORNAMENTAL DISEASES IN LANDSCAPES AND NURSERIES, AUTHORIZED BY GARY MOORMAN, PUBLISHED BY PENN STATE COLLEGE OF AGRICULTURAL SCIENCES, AND DISEASES OF TREES AND SHRUBS BY SINCLAIR AND LYON, PUBLISHED BY COMSTOCK PUBLISHING PRESS. TRASH REMOVAL THE MAINTENANCE CONTRACTOR SHALL REMOVE TRASH FROM ALL SHRUB AND GROUNDCOVER BEDS WITH EACH VISIT. LEAF REMOVAL ALL FALLEN LEAVES SHALL BE REMOVED FROM THE SITE IN NOVEMBER AND ONCE IN DECEMBER. IF REQUESTED BY THE OWNER, THE MAINTENANCE CONTRACTOR, AT AN ADDITIONAL COST TO THE OWNER SHALL PERFORM SUPPLEMENTAL LEAF REMOVALS. WINTER CLEAN-UP THE PROJECT SHALL RECEIVE A GENERAL CLEAN-UP ONCE DURING EACH OF THE WINTER MONTHS, I.E., JANUARY, FEBRUARY, AND MARCH. CLEAN-UP INCLUDES: • CLEANING CURBS AND PARKING AREAS • REMOVING ALL TRASH AND UNWANTED DEBRIS • TURNING MULCH WHERE NECESSARY • INSPECTION OF GROUNDS SEASONAL COLOR: PERENNIALS, ANNUALS, AND BULBS THE INSTALLATION OF PERENNIALS, ANNUALS, AND BULBS, UNLESS SPECIFIED HEREIN, SHALL BE REVIEWED WITH THE OWNER, AND, IF ACCEPTED, INSTALLED AND BILLED TO THE OWNER. SEASONAL COLOR MAINTENANCE PERENNIALIZATION OF BULBS: 1. AFTER FLOWERING, CUT OFF SPENT FLOWER HEADS. 2. ALLOW LEAVES OF DAFFODILS AND HYACINTHS TO REMAIN FOR SIX WEEKS AFTER FLOWERS HAVE FADED. CUT OFF AT BASE. 3. ALLOW LEAVES OF OTHER BULBS TO YELLOW NATURALLY AND THEN CUT OFF AT BASE. 4. APPLY FERTILIZER AFTER FLOWERING IN SPRING, POSSIBLY AGAIN IN FALL. APPLY 10-10-10 AT THE RATE OF 2 POUNDS PER 1000 SQUARE FEET OR TOP -DRESS WITH COMPOST 1" DEEP. FALL FERTILIZATION WITH A BULB FERTILIZER OR MULCHING WITH 1" OF COMPOST IS OPTIONAL. FLOWER ROTATION: 1. BULBS: REMOVE THE ENTIRE PLANT AND BULB AFTER FLOWERS HAVE FADED OR AT THE DIRECTION OF THE OWNER AND INSTALL NEW PLANTS IF INCLUDED IN CONTRACT. 2. SUMMER ANNUALS OR FALL PLANTS: A. DEAD HEADING: PINCH AND REMOVE DEAD FLOWERS ON ANNUALS AS NECESSARY. B. FERTILIZING SUMMER ANNUALS: FERTILIZE USING ONE OR TWO METHODS: APPLY A SLOW -RELEASE FERTILIZER IN MAY FOLLOWING MANUFACTURER'S RECOMMENDATIONS. A BOOSTER SUCH AS 10-10-10 MAY BE NECESSARY IN LATE SUMMER. OR, APPLY LIQUID FERTILIZATIONS OF 20-20-20 WATER-SOLUBLE FERTILIZERS, NOT TO EXCEED 2 POUNDS OF 20-20-20 PER 100 GALLONS OF WATER, MONTHLY; OR MULCH WITH COMPOST V DEEP. C. REMOVAL: IF FALL PLANTS ARE TO BE INSTALLED, SUMMER ANNUALS SHALL BE LEFT IN THE GROUND UNTIL THE FIRST KILLING FROST AND THEN REMOVED. UNLESS OTHERWISE DIRECTED BY THE OWNER. PERENNIALS: 1. AFTER INITIAL INSTALLATION, IF A TIME -RELEASED FERTILIZER HAS BEEN INCORPORATED DURING PLANT INSTALLATION, NO MORE FERTILIZER NEED BE APPLIED THE FIRST GROWING SEASON. 2. THE FOLLOWING YEAR: A. FERTILIZE PERENNIALS WITH A SLOW -RELEASE FERTILIZER OR ANY 50% ORGANIC FERTILIZER, OR MULCH PERENNIALS WITH COMPOST 1" DEEP. B. CUT ALL DECIDUOUS PERENNIALS FLUSH TO THE GROUND BY MARCH 1, IF THIS WAS NOT DONE THE PREVIOUS FALL, TO ALLOW NEW GROWTH TO DEVELOP FREELY. C. MULCH THE PERENNIAL BED ONCE IN EARLY SPRING AT V'-2" DEPTH. IF SOIL IS BARED IN LATE FALL, RE -MULCH LIGHTLY AFTER GROUND IS FROZEN TO PROTECT PERENNIALS. D. INSPECT FOR INSECT OR DISEASE PROBLEMS ON PERENNIALS. MONITOR AND CONTROL SLUGS ON HOSTAS AND LIGULARIAS. POWDERY MILDEW ON PHLOX, MONARDAS, AND ASTERS CAN BE PREVENTED WITH PROPERLY TIMED FUNGICIDES OR USE OF DISEASE -RESISTANT VARIETIES. E. WEED PERENNIAL BED AS SPECIFIED IN "WEEDING" ABOVE. F. PRUNE BRANCHING SPECIES TO INCREASE DENSITY. CUT ONLY THE FLOWERING STEMS AFTER BLOOMING. DO NOT REMOVE THE FOLIAGE. 3. THE FOLLOWING FALL CUT BACK DETERIORATING PLANT PARTS UNLESS INSTRUCTED TO RETAIN FOR WINTER INTEREST, E.G. SEDUM AUTUMN JOY AND ORNAMENTAL GRASSES. 4. LONG-TERM CARE: A. DIVIDE PLANTS THAT OVERCROWD THE SPACE PROVIDED. DIVIDE ACCORDING TO THE SPECIES. SOME NEED FREQUENT DIVIDING, E.G. ASTERS AND YARROW EVERY TWO YEARS; OTHER RARELY, IF EVER, E.G. PEONIES, HOSTAS, AND ASTILBE. B. FOR DETAILED INFORMATION REGARDING THE CARE OF SPECIFIC PERENNIALS, REFER TO ALL ABOUT PERENNIALS BY ORTHO; PERENNIALS: HOW TO SELECT, GROW AND ENJOY BY PAMELA HARPER AND FREDERICK MCGOUTY, HP BOOKS PUBLISHER; HERBACEOUS PERENNIAL PLANTS: A TREATISE ON THEIR IDENTIFICATION, CULTURE AND GARDEN ATTRIBUTES BY ALLAN ARMITAGE, STIPES PUB LLC. SUMMARY OF MAINTENANCE LAWN MAINTENANCE 1. SOIL ANALYSIS PERFORMED ANNUALLY TO DETERMINE PH. IF PH DOES NOT FALL WITHIN SPECIFIED RANGE, ADJUST ACCORDING TO SOIL TEST RECOMMENDATIONS. 2. MAINTAIN PROPER FERTILITY AND PH LEVELS OF THE SOIL TO PROVIDE AN ENVIRONMENT CONDUCIVE TO TURF VITALITY FOR TURF GRASSES. 3. MOW TURF ON A REGULAR BASIS AND AS SEASON AND WEATHER DICTATES. REMOVE NO MORE THAN THE TOP 1/3 OF LEAF BLADE. CLIPPINGS ON PAVED AND BED AREAS WILL BE REMOVED. 4. AERATE WARM SEASON TURF AREAS TO MAINTAIN HIGH STANDARDS OF TURF APPEARANCE. 5. APPLY PRE -EMERGENT TO TURF IN TWO APPLICATIONS IN EARLY FEBRUARY AND EARLY APRIL TO EXTEND BARRIER. 6. APPLY POST EMERGENT AS NEEDED TO CONTROL WEEDS. 7. MECHANICALLY EDGE CURBS AND WALKS. 8. APPLY NON -SELECTIVE HERBICIDE, TO MULCHED BED AREAS AND PAVEMENT AND REMOVE EXCESS RUNNERS TO MAINTAIN CLEAN DEFINED BEDS. TREE, GROUNDCOVER AND SHRUB BED MAINTENANCE 1. PRUNE SHRUBS, TREES AND GROUNDCOVER TO ENCOURAGE HEALTHY GROWTH AND CREATE A NATURAL APPEARANCE. 2. MULCH TO BE APPLIED IN FEBRUARY/MARCH WITH A HALF RATE IN LATE SUMMER TO TOP DRESS. 3. APPLY PRE -EMERGENT HERBICIDES IN FEBRUARY AND APRIL. 4. MANUAL WEED CONTROL TO MAINTAIN CLEAN BED APPEARANCE. 5. APPLY FUNGICIDES AND INSECTICIDES AS NEEDED TO CONTROL INSECTS AND DISEASE. 6. ORNAMENTAL SHRUBS, TREES AND GROUNDCOVERS TO BE FERTILIZED THREE (3) TIMES PER YEAR WITH A BALANCED MATERIAL (JANUARY/FEBRUARY, APRIL/MAY, AND OCTOBER/NOVEMBER) 7. EDGE ALL MULCHED BEDS. 8. REMOVE ALL LITTER AND DEBRIS. GENERAL MAINTENANCE 1. REMOVE ALL MAN-MADE DEBRIS, BLOW EDGES. 2. INSPECT GROUNDS ON A MONTHLY BASIS AND SCHEDULE INSPECTION WITH UNIT OPERATOR. VERTICAL AND TRUE ROTATED FOR BEST SELECTIVE PRUNING APPEARANCE DONE AFTER PLANTING TREE WRAP TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS 3" UNIFORM RELATED TOZTREE� EPTH MULCH. NURSURY GRADE MOUND MULCH D TREE TRUNK aTAPER TO SHED GRADE CONSTRUCT3" FINISHED GRADE SAUCER AROUND MULCH FOLLOWS PLANT PITDRIPLINE FOR EVERGREENS SOIL MIX TREE BALL TO 6" MIN. REMAIN INTACT COMPLETELY COURSE COVERED WITH III SPECIFIED SOIL SCARIFY AND LOOSEN EDGES OF MIX AND/OR TREE PIT TO ENCOURAGE NEW MULCH ROOT PENETRATION TREE PLANTING DETAIL L7.0 SCAFF: NO SCAI F TRIANGULATED LAYOUT SEELANDSCAPE I PLAN FOR SPACING * SELECTIVE 3" UNIFORM DEPTH \ / PRUNING DONE MULCH,DO NOT MOUND AFTER PLANTING MULCH AROUND BASE OF SHRUB ROOT COLLAR SHALL BE TAPER TO +1" ABOVE FINISHED FINISHED GRADE - GRADE SOIL MIX FINISHED GRADE SHRUB BALL TO REMAIN INTACT & COMPLETELY 3" LEVELING COVERED WITH COURSE 9" SPECIFIED SOIL MIX AND/OR MULCH SCARIFY TO 4" DEPTH AND RECOMPACT SHRUB PLANTING DETAIL �20 SCALE: NO SCAT I SEELANDSCAPE PLAN FOR SPACING TRIANGUL LAYOUT O ■ KAISt LHtU :5" SELECTIVE PRUNING ABOVE FINISHED DONE AFTER GRADE INSTALLATION TAPER TO FINISHED y �' 3" DEPTH GRADE �1�' 1 P Y, P Y MULCH t� 2" MIN. LEVELING FINISHED COURSE GRADE CUT AND REMOVE PLANTING 11 CONTAINER BEFORE INSTALLATION SOIL MIX KEEPING BALL INTACT 6" 3 GROUNDCOVER DETAIL L2 0 SCAT F: NO SCALE Mound islands 6"-B" height above island curbing. Mulch depth as defined in the Landscape Specifications; mulch type as defined In the Landscape Notes or \ on the Landscape PlanWidth Varies • \ \ 8 Hgt \ 24" Depth �r Pavement Typ. Curb & Gutter Typ. Compacted Subgrade Uncompact subgrade to a minimum depth of 24' from top of curb Topsoil as defined in the Landscape Specifications, minimum 4' depth ' NOTE 1. Clean construction debris from within landscape island areas (ie. concrete, rocks, rubble, building materials, act), prior to installing topsoil and plant material_ 2. Fracturelloosen existing subgrade to a minimum 24" depth. Remove and replace any subgrade unsuitable for planting. Once subgrade is clean of debris and loosened, add topsoil to a minimum bermed 6%8" height above island curbing. 1 Island plant material as per the Landscape Plan. 4. Install plant material as per tree, shrub and ground cover planting details, and as defined in the Landsacpe Specifications. 5. Install mulch or sod as specified on the Landscape Plan, and as defined in the Landscape Specifications. r PARKING ISLAND DETAIL L0 SCAI F. NO SCAT L TUFF SIDE PLANTING BED SIDE Mulch as defined in the Landscape Specifications. Hold Mulch 4" from tree trunk and shrub stems Shovel Cut P-' angle, 6" deE Finished gran Topsoil as d, Specification Native soils .,,,..... SPADED PLANTING BED EDGE DETAIL �2o SCALE: NO SCAII GENERAL CONSTRUCTION NOTES 1. REQUIRED LANDSCAPE MATERIAL SHALL SATISFY AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND BE STAKED, WRAPPED, WATERED AND MULCHED PER ORDINANCE. 2. BEFORE ANY EXCAVATION ON THE SITE, CALL TO LOCATE ANY EXISTING UTILITIES ON THE SITE. THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE LOCATIONS OF ALL BURIED UTILITIES IN THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL BE LIABLE FOR THE COST OF REPAIRING OR REPLACING ANY BURIED CONDUITS, CABLES OR PIPING DAMAGED DURING THE INSTALLATION OF THIS WORK. 3. FOUR FOOT HIGH FENCING OR OTHER RIGID MATERIAL IS TO BE ERECTED AROUND THE DRIP -LINE OF ALL TREES TO BE SAVED. 4. PLANT QUANTITIES ON PLANT LIST INTENDED TO BE A GUIDE. ALL QUANTITIES SHALL BE CHECKED AND VERIFIED ON PLANTING PLAN. ANY DISCREPANCIES SHALL BE DISCUSSED WITH THE LANDSCAPE ARCHITECT. 5. ANY DEVIATIONS FROM OR MODIFICATIONS TO THIS PLAN SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT UPON DELIVERY OF PLANT MATERIAL TO THE SITE. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL THAT DOESN'T MEET STANDARDS OR SPECIFICATIONS OF THE PROJECT. 7. ALL PLANT MATERIAL TO BE INSTALLED PER THE PLANTING DETAILS PROVIDED ON THIS PLAN SET. 8. ALL BED EDGES TO BE WELL SHAPED, SPADE CUT, WITH LINES AND CURVES AS SHOWN ON THIS PLAN SET. 9. ALL PLANTING BEDS TO BE PREPARED WITH PLANTING MIX: 50% TOPSOIL, 50% SOIL AMENDMENTS (3 PARTS PEATMOSS, 1 PART COMPOST, 1 PART SAND) 10. ALL PARKING LOT ISLANDS SHALL BE BACKFILLED WITH THE FOLLOWING: 2' OF BLENDED GARDEN SOIL MIX (60% TOPSOIL, 30% COMPOST, 10% SAND) OR 6" OF ONE STEP BY MIDWEST TRADING, TOP DRESSED AND TILLED INTO 18" OF TOPSOIL. 11. ALL SPECIFIED LANDSCAPE MATERIAL INDICATED ON THE CONSTRUCTION DOCUMENTS WILL BE REQUIRED TO BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT AND MUST BE REPLACED SHOULD IT DIE OR BECOME DAMAGED. 12. ALL PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE FROM SUBSTANTIAL COMPLETION AS DETERMINED BY THE LANDSCAPE ARCHITECT, AND SHALL BE REPLACED SHOULD IT DIE WITHIN THAT PERIOD. 13. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND UTILITIES TO REMAIN FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUTS AND OTHER HAZARDS CAUSED BY SITE IMPROVEMENT OPERATIONS. 14. ALL LAWN AREAS TO BE SEEDED WITH STANDARD TURF GRASS SEED AND COVERED WITH EROSION CONTROL BLANKET. UNLESS OTHERWISE SPECIFIED ON THE PLAN. 15. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, EXCLUDING SHRUB BEDS, TO BE RESTORED WITH TURF GRASS SEED AND COVERED WITH AN EROSION CONTROL BLANKET. 16. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL EXISTING TREES TO REMAIN. PREVENT ANY DISTURBANCE OF EXISTING TREES INCLUDING ROOT ZONES. USE TREE PROTECTION BARRICADES WHERE INDICATED. PROTECT EXISTING TREES TO REMAIN AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK OR SMOTHERING OF TREES. DRIVING, PARKING, DUMPING, STOCKPILING AND/OR STORAGE OF VEHICLES, EQUIPMENT, SUPPLIES, MATERIALS OR DEBRIS ON TOP THE ROOT ZONES AND/OR WITHIN THE DRIPLINE OF EXISTING TREES OR OTHER PLANT MATERIAL TO REMAIN IS STRICTLY PROHIBITED. 17. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES ON WHICH WORK IS BEING DONE, CLEAR OF RUBBISH AND DEBRIS. ALL PAVEMENT AND DEBRIS REMOVED FROM THE SITE SHALL BE DISPOSED OF LEGALLY 18. ALL WORK AND OPERATIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. E U o M 0 L ~� LO N u M +� i0 0 O O c C L" CL co(D N _ m U Y 7 Ln �-� V) -O 7 (13 C (D YJ N N 00 U N9SC . U KATfiRYN t AM''ELL n x ; TALTY 457-DC11 `a6 :� C� `ate 1 12 N N a� of z 7:� N O � O n � � O Q) 7 � w w Iz z w � CD CD w � O o Q � � o � � O � U w 0 > J W W LL Q III J W > J w Z �0 W W CD (n J V w Z U) Q Z Z O O� ~ Q U w LL O Q UJ Z J U) Z Q Z O LJJ UJ Z�O Q V v0O�z vJ I- F- 0 z Z z Q00� J 2 U It N > � H Y N 0 al s p a) C) job no. 24290 sheet no. L2.0 DIVISION DESCRIPTION Shell Budget 1100 PROJECT GENERAL CONDITIONS $ 250,000.00 ARCHITECTURAL DESIGN $ - CIVIL DESIGN ENGINEER $ MEP DESIGN ENGINEER $ STRUCTURAL DESIGN ENGINEER $ MENOZZI ENTIRE PROJECT DESIGN & ENGINEERING $ 1142 TEMPORARY POWER $ - 1600 SURVEYING $ 30,000.00 2200 EARTHWORK $ 569,000.00 2270 EROSION AND SEDIMENTATION CONTROL $ 25,000.00 2510 PAVING/ ASPHALT $ 254,000.00 2520 SITE CONCRETE/ CURBS/ LOADING DOCKS $ 364,741.00 2580 STRIPING & SIGNAGE $ 12,474.00 2600 SITE UTILITIES & STORM TRAP WITH CONCRETE PAD $ 1,650,000.00 2605 SITE ELECTRICAL $ 164,740.00 2830 FENCES & GATES $ - 2900 LANDSCAPING $ 120,000.00 3300 CONCRETE & PRECAST $ 1,850,000.00 3750 CONCRETE FLOOR FINISHING $ 28,000.00 4200 CONCRETE UNIT MASONRY/ ELEVATOR SHAFTS $ 150,000.00 5500 STRUCTURAL STEEL INCLUDING MEZZENIE $ 3,000,000.00 6100 ROUGH CARPENTRY/ OFFICE $ 6140 ROOFING $ 1,200,000.00 7100 WATERPROOFING/ $ 24,875.00 7600 METAL INSULATED PANELS COOLERS/FREEZERS $ - 7900 JOINT SEALANTS FOR PRECAST $ 84,000.00 8100 METAL DOORS AND FRAMES $ 15,000.00 8331 OVERHEAD DOORS $ 20,000.00 8800 GLASS AND GLAZING $ 15,000.00 9250 DRYWALL $ - 9300 TILE $ 9510 ACOUSTICAL CEILINGS $ 9650 EPDXY FLOORING $ - 9900 PAINTING EXTERIOR $ 75,000.00 10400 SIGNAGE $ 10,000.00 10523 FIRE PROTECTION SPECIALTIES $ 20,000.00 11160 LOADING DOCK EQUIPMENT $ - 15300 FIRE SUPPRESSION $ 400,000.00 15400 PLUMBING $ 90,000.00 15500 HVAC /REFRIGERATION EQUIPMENT/COOLERS/FREEZERS $ 150,000.00 16050 ELECTRICAL $ 600,000.00 16721 FIRE DETECTION AND ALARM $ - ELEVATOR $ 250,000.00 $ 11,421,830.00 $ 120, 000.00 $ 350, 000.00 $ 250, 000.00 $ 12,141,830.00 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT T.O. P. _ 41 '-9" u c c C u T.O. P. 41 '-9" F. F. E. _ �� _ F. F. E. 0„ 0„ a WALL SECTION SCALE: 1 /4" = V-0" KEYNOTES: o SEE SHEET A010 FOR GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. 202 CONCRETE SLAB. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE. 215 SERVICE/ MAN DOOR, COLOR: TO MATCH ADJACENT CONCRETE PANEL COLOR. REFER TO ENVELOPE ASSEMBLY NOTES AND DOOR SCHEDULE. 301 ROOF ASSEMBLY. REFER TO ENVELOPE ASSEMBLY NOTES. 401 CONCRETE WALL JOINT. 402 2" REVEAL. 403 CONTINUOUS PRE -FINISHED METAL COPING TO BE PROVIDED AT THE TOP OF WALL PANELS. COPING COLOR TO MATCH PAINT COLOR AT THE TOP OF EACH CONCRETE PANEL. 404 OVERFLOW SCUPPER OPENING (THROUGH WALL SCUPPER) TO BE SIZED PER APPLICABLE PLUMBING CODE. REFER TO PUMBING DRAWINGS. 408 FINISH GRADE VARIES. REFER TO CIVIL DRAWINGS. 409 LINE OF ROOF BEYOND. 410 PRECAST CONCRETE WALL/ PANEL, PAINTED. REFER TO ENVELOPE ASSEMBLY NOTES. 502 CONCRETE FOOTING. REFER TO STRUCTURAL DRAWINGS. 503 PROVIDE 2" RIGID INSULATION AT FOOTINGS AND WALL PANELS BELOW THE SLAB. WALL LEGEND CONCRETE WALL CONCRETE MASONRY WALL EXISTING WALL / PARTITION 3HR FIRE -RESISTANCE RATED LEGEND GLASS: VISION GLASS COLORS: PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. �A BASE COLOR: SW 7006 EXTRA WHITE SECONDARY COLOR: SW 6254 LAZY GRAY © ACCENT COLOR: SW 6256 SERIOUS GRAY u c c E c F TYP. 3 A510 WALL SECTION SCALE: 1 /4" = V-0" 0 2' 4' 8' 16' 13'-0" 17 A530 103 13'-0" 215 WAREHOUSE 100 202 401 TYP. ENLARGED EXTERIOR ELEVATION 13'-0" SCALE: 1 /4" = V-0" TYP. 3 A520 13'-0" ENLARGED FLOOR PLAN SCALE: 1 /4" = V-0" F Y m O z Q w O z w w O z w O u w O m O w m O O Q w m Q w O w O O z w _ O _ 0 0 m m w m Q _ cn c� z Q w w m c� cn 0 z Q w cn m O w _ z O 0 w w > w m Q _ cn z Q cn z O cn z w w Q O cn w > O w O z w 0 w U w w Q J cn cn z O cn z w 0 z w H m O w z w w w m 0 Q m w w 0 x w m O m w _ 0 z Q z O 0 w w m O z Q _ 0 z m O 0 Q w m Q w 0 _I w O O z Q m w O w _ w Q cn z O F7 Q 0 c� w w cn 0 z Q cn 0 z Q IL w W _ O M M m c-1 N O O It m O O * O O It c (.0� O 0 J N N p OM N 0 (o Lo m a z M � 0 ci 0 0 O 7- co u) a� E u c i2 tw U) 0 0 c 0 z uj c6 2 U) w z m cr 0 1.1 d Ww w Zz Q z �7 Lu a a a } 0: U m m W cx W Z w a Z W z a a — D ARC=y�j.-, JASON A. o� c GOLUB ; 001.023079 �9:` He IL, Q o �a m 06 O O G O w Z Q � J LL Z J W UJ Q Cw'3 z u- < J 0 0 ZZw> wo Lu �� x �J C'3 ui N W U) z _O U w J J Q Y cc 0 Q Z cc Q Z Q cc z w a cc O _O LL Q w N w J W 0Lo w Lu N Q � N (M O z w PA/PM: S. VANNATTA DRAWN BY.: J.L. / V.O. JOB NO.: CH123-0260-01 SHEET A410 a_ �n 0 m r m N 0 N co CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT F F TYP. 2 A510 24'-0" o 24'-C N T.O.R. jk F. F. E. 0" 0 0 0 0 io T.O.R. WAREHOUSE 100 T.O.R. F. F. I a o„ 77, .- WALL SECTION SCALE: 1 /4" = V-0" KEYNOTES: o SEE SHEET A010 FOR GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. 301 ROOF ASSEMBLY. REFER TO ENVELOPE ASSEMBLY NOTES. 401 CONCRETE WALL JOINT. 402 2" REVEAL. 403 CONTINUOUS PRE -FINISHED METAL COPING TO BE PROVIDED AT THE TOP OF WALL PANELS. COPING COLOR TO MATCH PAINT COLOR AT THE TOP OF EACH CONCRETE PANEL. 404 OVERFLOW SCUPPER OPENING (THROUGH WALL SCUPPER) TO BE SIZED PER APPLICABLE PLUMBING CODE. REFER TO PUMBING DRAWINGS. 408 FINISH GRADE VARIES. REFER TO CIVIL DRAWINGS. 409 LINE OF ROOF BEYOND. 410 PRECAST CONCRETE WALL/ PANEL, PAINTED. REFER TO ENVELOPE ASSEMBLY NOTES. 502 CONCRETE FOOTING. REFER TO STRUCTURAL DRAWINGS. 503 PROVIDE 2" RIGID INSULATION AT FOOTINGS AND WALL PANELS BELOW THE SLAB. WALL LEGEND CONCRETE WALL CONCRETE MASONRY WALL INSULATED METAL PANEL EXISTING WALL / PARTITION 3HR FIRE -RESISTANCE RATED LEGEND GLASS: VISION GLASS COLORS: PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. �A BASE COLOR: SW 7006 EXTRA WHITE CB SECONDARY COLOR: SW 6254 LAZY GRAY © ACCENT COLOR: SW 6256 SERIOUS GRAY WALL SECTION SCALE: 1 /4" = V-0" 1/4"=1'-0" 0 2' 4' 8' 16' WAREHOUSE 100 TYP. ENLARGED EXTERIOR ELEVATION L", 11 A520 101 410 401 TYP. TYP. 13'-0" 5'-7" 10'-01, WASTE/TRASH T101 2'-5" SCALE: 1 /4" = V-0" ENLARGED FLOOR PLAN SCALE: 1 /4" = V-0" F O z Q O :7J �J O z 1 �J O O 1T O O 2 ro O O Q 1�J Q li O 1 iJ O O 7 I iJ Z O T O O ro 1 �J ro Q z Un 0 Q JJ z u un 0 z Q w ro 0 1 �J T_ �J 1� iJ I> 1 �J ro Q z Un Q Un O �n z 1 �J r� �J Q 0 U� �J O 1 iJ �J 1� �J �J 2 1�J Q J Q z U� U� O U� 1�J 1 �J rn O Q �J 1� Q z �J s_ �J 1 �J Q m �J 0 x 1 �J Y O �J z O Q O 1 �J 1 �J ro O Q z U� Q ro O 0 Q 1 �J Q O T O O r� Q z JJ LL 2 1�J z 1 �J Q z O Q 0 I- u 1 �J rL un 0 z Q un 0 Q iJ 1� 1 �J T O m m m � N CO CO 0 O O k O O Itt c9 - <j Q rI N o (m0 0 m m Y ns O 'o� cc +� p a) or E LL c bA N a) 0 0 c H O Z L4i (j 0 � Z W Q W kA z z z u, in a J Z J L1 m m LW U it W Z o H O — Z � = Z La L1 Q H d' J Z Q 6. - AR C6 JASON A. c GOLUB % 001.023079 L . in Hz � Q o 06 m` O O O G O w Z Q =) J LL Z J W LLJ Q � 0 z LL a 0 0 w � Z W > Z W o LLJ <�� Irx�J C'3 Lu N W W z O U w W J J Q Y 0 a z Lu Q z Q z w IL O o Q LL w / cf) w J w 0 w F_ 04 04 N M O Q z w PA/PM: S. VANNATTA DRAWN BY.: J.L. / V.O. JOB NO.: CH123-0260-01 SHEET A41 I co Lp 0 Lo r Lo N 0 N co m CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT T.O. P. _ 41'-9" c 0 F. F. E. 0" WALL SECTION SCALE: 1 /4" = V-0" KEYNOTES: o SEE SHEET A010 FOR GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. 202 CONCRETE SLAB. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE. 204 DOCK LEVELER AND PIT. 206 STEEL BOLLARD, CONCRETE -FILLED PAINTED SAFETY YELLOW. 215 SERVICE/ MAN DOOR, COLOR: TO MATCH ADJACENT CONCRETE PANEL COLOR. REFER TO ENVELOPE ASSEMBLY NOTES AND DOOR SCHEDULE. 217 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED. 301 ROOF ASSEMBLY. REFER TO ENVELOPE ASSEMBLY NOTES. 401 CONCRETE WALL JOINT. 402 2" REVEAL. 403 CONTINUOUS PRE -FINISHED METAL COPING TO BE PROVIDED AT THE TOP OF WALL PANELS. COPING COLOR TO MATCH PAINT COLOR AT THE TOP OF EACH CONCRETE PANEL. 405 DOCK BUMPER. 406 DOCK SEAL. 407 DOCK SHELTER. 408 FINISH GRADE VARIES. REFER TO CIVIL DRAWINGS. 409 LINE OF ROOF BEYOND. 410 PRECAST CONCRETE WALL/ PANEL, PAINTED. REFER TO ENVELOPE ASSEMBLY NOTES. 502 CONCRETE FOOTING. REFER TO STRUCTURAL DRAWINGS. 503 PROVIDE 2" RIGID INSULATION AT FOOTINGS AND WALL PANELS BELOW THE SLAB. WALL LEGEND I CONCRETE MASONRY WALL LEGEND GLASS: COLORS: EXISTING WALL / PARTITION 3HR FIRE -RESISTANCE RATED VISION GLASS PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. <A BASE COLOR: SW 7006 EXTRA WHITE SECONDARY COLOR: SW 6254 LAZY GRAY © ACCENT COLOR: SW 6256 SERIOUS GRAY T.O. P. _ 41'-9" F. F. E. 0" 2 TYP. A510 WALL SECTION SCALE: 1 /4" = V-0" 1 /4"=1'-0" 1 1 1 1 1 0 2' 4' 8' 16' ENLARGED EXTERIOR ELEVATION SCALE: 1 /4" = V-0" — 10 ENLARGED FLOOR PLAN SCALE: 1 /4" = V-0" 211 Y w O z Q w O z w w 0 z w O 0 w _ O O m O 0 Q w m Q w O w O O z w _ O _ 0 0 m m w m Q _ 0 z Q w w m c) 0 z Q w m O w _ z O 0 w w > w m Q _ z Q z O z w w Q O w w O w O z w 0 w w w Q J Q z O cn z w 0 z w m O Q w Q z w w w m 0 Q m w w 0 x w Cy O m w _ O z Q z O 0 w w m O z Q _ 0 z Q m O 0 Q w Q w O _1 0 0 O z Q m w w O w w m Q cn z O Q 0 c) w w cn 0 z Q cn 0 z Q m w w _ O M M m ci N O O It m O O O O It O O N 0 OM � N 0 (fl O � m a z M � 0 co 0 O +� co u) a� E i2 c tw a� 0 T) 0 c 0 Z w 0 � cn W z m er 0 w a Ww w zz 0 z �7 w a a a U m m W 0.' W Z a Z W c z a a — JASON A. c GOLUB % 001.023079 CA He 16, Q o �a m 06 O O G O w Z Q =) J LL Z J W LLJ Q w C'3 Z LL < J 0 _j > LL] _j ZZw> wo LU �� X�J C'3 Lu N W _j _O 0 w J J a Y cc 0 Q z Lu cc a z Q cc z W a O a 0 a W > N w J W 0Lo w Lu N Q � � N (M O Q z w PA/PM: S. VANNATTA DRAWN BY.: J.L. / V.O. JOB NO.: CH123-0260-01 SHEET A412 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT KEYNOTES: o SEE SHEET A010 FOR GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. 315 THROUGH -WALL SCUPPER, TO BE SIZED PER APPLICABLE PLUMBING CODE. WALL LEGEND CONCRETE WALL CONCRETE MASONRY WALL EXISTING WALL / PARTITION 3HR FIRE -RESISTANCE RATED LEGEND GLASS: VISION GLASS COLORS: PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. 10 1 10 WALL SECTION SCALE: 1 /4" = V-0" .m • \ ,ZZAN IN E FLOOR AL 25'-6" F.F.E. 0" MEZZANINE FLOO 25'-6" F.F.E. OL 0" WALL SECTION SCALE: 1 /4" = V-0" 10 THERMALLY BROKEN CLEAR ANNODIZED INSULATED GLAZING SYSTEM PRE -FINISHED ALUMINUM SILL PAN, TO MATCH STOREFRONT THERMALLY BROKEN CLEAR ANNODIZED INSULATED GLAZING SYSTEM I.FTmjold -d 7_-T,&v&1FwQmwvWIN him BACKER ROD & SEALANT EXTERIOR ELEVATION SCALE: 1 /4" = V-0" ACM PARAPET CONDITION PER MANUFACTURER RECOMMENDATIONS. COLOR TO MATCH ALUMINUM PANEL. WATER RESISTANT BARRIER TO WRAP UP AND OVER TREATED BLOCKING. BLOCKING HEIGHT TO BE COORDINATED WITH ROOFER. 1/2" DENSGLASS PRE -FINISHED ALUMINUM COMPOSITE METAL PANEL STEEL BEAM, SEE STRUCTURAL METAL STUD FRAMING ENLARGED CANOPY PLAN r CANOPY SECTION rr O 7 Q O :7J 1 �J 1�J O 1T O O rL O Q 1�J Q li O 1 iJ O O 7 I iJ Z O T O O rY ro 1 �J ro Q z U� u Q JJ un 0 z Q w O 1 �J T_ �J 1� rr iJ I> 1 �J ro Q z U� 7 Q U� 7 O U� Z 1 �J �J Q O U� rr 1 �J O 1 iJ O 7 �J 1� �J O �J rL 1�J Q Q z U� U� O U� 1�J 1 �J O Q �J 1� Q z O m m m � N CO CO 0 O O k O O Itt (10- <j Q rI N o (m0 0 m m Y � O 'o� cc +� p or E LL lap 0 H O Z� LLJLLI � �U) z Lu uj z z z u, in a J Z J L1 m m LW U fn W Z it H O Z � = Z La L1 Q H d' J Z Q 6. — „��rr nrrrrrryrq JASON A. c GOLUB ; 001.023079 in Hz � Q o 06 m` O O O G O w Z Q =) J LL Z J W LLJ Q � C3 z LL a 0 0 w � Z W > Z W o LU <�� x �J C'3 Lu N W U) z O U w U) J J Q Y 0 a z Lu oc Q z Q z w a O o Q w w w J w 0 w Lu 04 04 N V Q N M O Q z w PA/PM: S. VANNATTA DRAWN BY.: J.L. / V.O. JOB NO.: CH123-0260-01 �A BASE COLOR: SW 7006 EXTRA WHITE CB SECONDARY COLOR: SW 6254 LAZY GRAY © ACCENT COLOR: SW 6256 SERIOUS GRAY 1/4"=1'-0" III 1 j 0 2' 4' 8' SCALE: 1 /4" = V-0" 16' SCALE: 1 1 /2" = V-0" SHEET A416 r Lo N 0 N co m CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SOUTH EAST PERSPECTIVE VIEW N.T.S. SOUTH WEST PERSPECTIVE VIEW N.T.S. - --- -_- �.�._ 'u�l�l''�® i■■� A�® ®I�® e�e � ��I�� I'��I'�/ I'� I �-- �.LI� .LI.I ...I ...I 1 � ■ � II■It■� --I— z—� Ifeez �io® wiwww I �� I1 r �� n F rah si r! p s i�w�� w-w w■1� �� LI�r3—r�-. E��i�©®III I�� i p� NORTH EAST PERSPECTIVE VIEW N.T.S. NORTH WEST PERSPECTIVE VIEW N.T.S. m O Q w Q _ z w w w Q m w x w _ O w O z Q z O w w m O z J Q _ 0 z Q m O Q wl m Q w O _ c� w O c� z Q w O wl _ wl Q cn z O Q c� c� wl w cn 0 z Q cn O z Q W cn W _ O M M m ci N O O It m O O O O It cnO 'i O J N It N 0 � � N 0 (o O Lo m a z M � 0 co 0 O +� co u) a� E c UA N a) 0 Mn 0 c 0 Z w � � cn � w Z m cr to w d Ww w zz 0 Z �7 w a a Z U m m w 0.' W Z a Z W z a a — „��rr nrr rrr qrq 0 ARcy�T JASON A. c GOLUB ; 001.023079 "aiarruuu� CA H06 � Q o � J m O O O G O w Z Q D J LL z J W LLJ Q w C'3 Z LL < J 0 -i > LL] -i ZZw> wo LU �� x �J C'3 Lu N W -j cn v co Y Q Lu Lu Lu Lu W Lu a O LL Lu Lu M N cn Lo Luo � N Q � N (M O PA/PM: S. VANNATTA DRAWN BY.: J.L. / V.O. JOB NO.: CH123-0260-01 SHEET A710 N Lo r N O N