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Planning Commission Agenda - 09/03/2024AGENDA REGULAR MEETING — PLANNING COMMISSION Tuesday, September 3, 2024 — 6:00 p.m. Mississippi Room, Monticello Community Center JOINT CITY COUNCIL/PLANNING COMMISSION WORKSHOP Monticello Community Center 5:00 p.m. Concept Stage Planned Unit Development Submittal for an approximately 150 mixed -unit single-family residential development located within an R-1 (Single-family) Residential District. Commissioners: Chair Paul Konsor, Vice Chair Andrew Tapper, Teri Lehner, Melissa Robeck, Rob Stark Council Liaison: Councilmember Charlotte Gabler Staff: Angela Schumann, Steve Grittman, Ron Hackenmueller 1. General Business A. Call to Order B. Roll Call C. Consideration of Additional Agenda Items D. Approval of Agenda E. Approval of Minutes • Regular Meeting Minutes - June 4, 2024 • Regular Meeting Minutes - August 6, 2024 F. Citizen Comment 2. Public Hearings A. Continued Public Hearing - Consideration of a Request for Amendment to the Camping World Planned Unit Development District as related to required building materials Applicant: Camping World B. Consideration of a Request for Amendment to the Conditional Use Permit for Planned Unit Development District for a Restaurant as a Principal Use and Drive - Through Services as an Accessory Use in the B-4, Regional Business District. Applicant: HAZA Foods C. Consideration of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.124— Enforcement Applicant: City of Monticello 3. Regular Agenda A. Consideration of a presentation by the Parks & Recreation Director regarding Monticello Tree Canopy B. Consideration to accept the 2024 Housing Workshop Summary 4. Other Business A. Community Development Director's Report 5. Adjournment Planning Commission Agenda — 09/03/2024 2A. Public Hearing - Consideration of a Request for Amendment to the Camping World Planned Unit Development District to modify required building materials. Applicant: Camping World Prepared by: Meeting Date: Council Date (pending Stephen Grittman, Grittman 08/06/2024 Commission action): Consulting, City Planner 08/26/2024 Additional Analysis by: Community Development Director, Chief Building Official ALTERNATIVE ACTIONS Decision 1: Amendment to a Planned Unit Development for Camping World 1. Motion to table action on the request and continue the hearing to the regular Planning Commission meeting of October 1, 2024. REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 1 Camping World First Addition PID #: 155-243-001010, 155-225-001010 Planning Case Number: 2024-31 Request(s): Amendment to PUD for modification of approved building materials. Deadline for Decision: August 17, 2024 (60-day deadline) October 16, 2024 (120-day deadline) — Extension sent Land Use Designation: Regional Commercial Zoning Designation: Planned Unit Development, Camping World PUD District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Recreational Vehicle Sales/Service Surrounding Land Uses: North: 1-94 East: B-3, Multi -Tenant Commercial 1 Planning Commission Agenda — 09/03/2024 South: B-3, Commercial Self-Storage/RV Sales West: B-3, Motorsports Sales Project Description: The applicant received approval of a Planned Unit Development to redevelop a combination of properties for recreational vehicle sales and service. In 2022, the applicant requested an amendment to the original PUD, seeking to add a paint booth in the southwest corner of the existing building. The City required that the accessory building meet the general building materials standards of the zoning ordinance, which generally calls for accessory building materials to match those of the principal building. The applicants had originally proposed a ribbed steel structure, with a proposal to add a texture to be complementary with the principal structure, which is a concrete and stucco/EFIS building. The City built this condition into its approval of the PUD amendment authorizing the accessory building construction. The applicant requested tabling of this item for the August meeting to allow them to continue research on building materials for the structure. Staff has requested verification of their intent to proceed with this application and is awaiting response at the time of this report. STAFF RECOMMENDED ACTION NA SUPPORTING DATA A. Aerial Site Image B. Request to Table .�� - � �y� � //�� -� . ���► jam, • I 1 1 I -kr �, � - Mill! I Y �• Ni 40 liF— TL 0 /\gomamo I �/ ❑_ I E-4'fin a' .� - %i y C I ����:S-Z Anaela Schumann From: Eric Seckerson <eric.seckerson@platinum-equipment.com> Sent: Tuesday, July 30, 2024 10:29 AM To: Angela Schumann Cc: Jeff Syvrud; Ron Hackenmueller Subject: RE: 3801 Chelsea Road West Hello Angela, We had our meeting today and spoke with Ron and Steve. We're going to table this for now, as we go out and get other bids on alternative materials that give the stucco / concrete look. We'll be getting back with you on samples and other alternatives in the upcoming weeks. Thank you, Eric Seckerson Senior Operations & Project Manager Platinum Equipment, LLC P.O. Box 44277 Eden Prairie, MN 55344 Mobile: 320-760-3407 Fax: 800-491-5006 Email: eric.seckerson(a-)alatinum-e ui ment.com Platinum Equipment s. GLO6AL MWH/EF FINISNINO SOLUTIONS Planning Commission Agenda - 09/03/2024 2B. Public Hearine - Consideration of an Amendment to a Conditional Use Permit for a Planned Unit Development for a Restaurant as a Principal Use and Drive-thru Services as an Accessory Use in a B-4, Regional Business zoning district. Applicant: HAZA Foods Wend 's Prepared by: Meeting Date: Council Date (pending Grittman Consulting, Stephen 09/03/2024 Commission action): Grittman, City Planner 09/23/2024 Additional Analysis by: Community Development Director, Chief Building and Zoning Official, Community & Economic Development Coordinator, Assistant City Engineer ALTERNATIVE ACTIONS Consideration of an amendment to an existing Conditional Use Permit Planned Unit Development for a Restaurant with drive-thru facilities. 1. Motion to adopt Resolution PC-2024-37 recommending approval of an amendment to Conditional Use Permit for Planned Unit Development for Restaurant with Drive-thru facilities based on findings in said resolution and subject to the Conditions of Exhibit Z. 2. Motion to recommend denial of Resolution No. PC-2024-37 for approval of an amendment to Conditional Use Permit for Planned Unit Development for Restaurant with Drive-thru facilities based on findings to be made by the Planning Commission. 3. Motion to table action and continue the hearing, subject to additional information from staff or applicant. REFERENCE AND BACKGROUND Property: Legal Description: Lot 3, Block 2, Union Crossings 2nd Addition PID #: 155-178-002030 Planning Case Number: 2024-34 Request(s): Amended CUP for PUD for a Restaurant with Drive -Through Deadline for Decision: September 24. 2024 (60-day deadline) November 23, 2024 (120-day deadline) Land Use Designation: Regional Commercial 1 Planning Commission Agenda - 09/03/2024 Zoning Designation: B-4, Regional Business Overlays/Environmental Regulations Applicable: Freeway Bonus Sign Overlay District, MSWRR (portion) Current Site Uses: Vacant Commercial Surrounding Land Uses: North: Mixed Retail/Service East: Commercial Retail South: 1-94 West: Mixed Commercial Project Description: The applicant proposes to develop a parcel in the Union Crossings retail Planned Unit Development as a restaurant with drive - through facilities. The site is an existing vacant parcel approximately 1.27 acres in area. The property includes a potential shared drive along the west boundary, but the applicant proposes to not make use of that drive. Instead, access and egress will be provided via an internal private street on the north side of the property in question. ANALYSIS Zoning. The subject site is zoned B-4, Regional Business. Restaurants are a permitted use in the B-4 zoning district. Drive -through facilities require a Conditional Use Permit. The subject property is a part of the larger Union Crossings Planned Unit Development, originally created by Conditional Use Permit PUD. As such, the development of this parcel requires the requested amendment to that CUP/PUD; the approved development and final stage plans for the Union Crossing anticipated restaurant development of the parcel consistent with the proposal. Site Design. The project consists of a 2,024 square foot building. This total includes an attachment on the south (rear) side of the building with a separate entrance, which appears to be a walk-in storage area. The architectural renderings show portions of this building addition, but no materials have been defined in the current package of submission materials. This building area is required to meet the ordinance's base commercial building standards, in materials similar to the main portion of the building. The specification sheet identifies some site elements relating to a patio seating area, however, the site plan does not include any outdoor seating. Traffic enters the site from the westerly of two access points on the north and circulates around the building in a one-way, counter -clockwise direction. Parking spaces are arrayed on the west K Planning Commission Agenda - 09/03/2024 side of the building and drive aisle. The site plan also includes a "short-cut" lane on the north side of the building for access to additional parking, including wait spaces for pre -orders. To access the drive -through, traffic continues around the building to the northeast corner where it is separated from the circulation (or "escape") aisle. A menu/order board is located near the entrance to the exclusive drive-thru lane along the west side of the building. The pick- up window is located along the east side of the building. Exiting traffic would then continue to leave the site at the easterly driveway. Drive -through restaurant facilities such as this are required to provide at least 8 stacking spaces in the drive -through lane and design the project to ensure that drive -through traffic does not back up into the primary street during peak times. The proposed site plan shows the requisite 8 spaces, in addition to more that can stack along the parking area without interfering with entering traffic from the access street on the north (a private road that is operated by the shopping center owner). Parking supply is shown at 24 spaces for the building. The applicant has provided a parking breakdown for the use, based on the City's requirements at 1 space/40 square feet of dining, 1 space/15 square feet of pick-up/counter area, and 1 space/80 square feet of kitchen, with a total code requirement of 23 spaces. No architectural floor plans have been included in the submission to verify this requirement. Verification of parking requirements via submission of a final floor plan is a condition of any recommendation of approval. It is noted on the site plan that the applicant estimates a parking demand at just 17 spaces, based in part on an expectation that the employee count on site would be less than the City's standard requirement. It is further noted that the applicant proposes to use only a portion of the middle of the site, and that additional parking (and/or building expansion) would be possible given the size of the parcel. See additional comment on this aspect of the plan in the Landscaping section below. Other Elements. Other aspects of the site use are discussed separately below. Building Materials. The submissions illustrate the building in three dimensions. There is a substantial use of glass around the front portions of the building, including the primary entry. No details have been provided as to the proposed materials, however. These materials via building elevations for all four sides of the building should be specified as a condition of any recommendation of approval. Further regarding building materials, the remote trash enclosure is shown on a black and white line drawing, with the notation "Knotwood Trash Enclosure". It is presumed that this labeling indicates a wood -like wall enclosure, and that material would match an aspect of the principal building materials. This aspect of the submission should be verified by the applicant as a condition of approval. Planning Commission Agenda - 09/03/2024 The building materials comments also relate to the building extension area on the south side of the principal structure as noted above. This area should be painted or covered in materials to complement the principal structure and detailed on updated building elevation plans. Landscaping. The site is reasonably well landscaped and is consistent with the planting totals required of B-4 commercial uses and parcels. The code requires 10 ACI of canopy tree planting per acre, and 2 shrubs per each 10 feet of building perimeter. The plan shows 3 new canopy trees and 8 new evergreen trees. At 2" size for canopy, and 6' height for evergreens, this is an equivalent total of more than 20 ACI of tree planting. The plan also shows retaining 3 existing trees to remain in the southeast corner of the site at the intersection of 7t" Street and Highland Way. With regard to shrub planting, the estimated building perimeter is approximately 200 feet in length, yielding a requirement of 20 shrubs. The proposed plan shows one small ornamental tree and as many as 23 additional large or small shrubs, meeting the minimum. Additionally, there appear to be at least 50 or more individual perennial plants and grasses shown on the plan. The applicants have provided a landscaping plan that identifies materials by type (perennial, small or large shrub, deciduous tree, etc.). No species are identified. The plan is sufficient to review for compliance with the code, but a revised plan should be prepared showing final plant selection as required by the Zoning Ordinance. While the trash enclosure is located apart from the building in the westerly portion of the site, the location is adjacent to a covered drive -through area for the adjacent bank facility. As the parcel has street abutting the property on three sides, the proposed location is appropriate. Moreover, the applicants have provided landscape screening around the facility. As noted above, the site is significantly oversized to accommodate the proposed development footprint. At least 30 feet is shown between the Highland Way property line (designated as turf), and more than 40 feet on the west boundary between the edge of the parking lot curb and the adjoining bank parcel (also designated as turf). While the plan meets the minimum requirements for planting per code, these areas would benefit from additional planting areas, either additional overstory trees, shrub and perennial gardens, or both. Staff would recommend taking advantage of these spaces to add visual improvements to the project site. An alternative option would be to shift the development footprint either east or west and preserve a consolidated space of approximately 70 feet for another small footprint user. 4 Planning Commission Agenda - 09/03/2024 Signage. The applicants provided information related to on -site signage for commercial or directional purposes. The Union Crossings PUD requires that this parcel not have separate freestanding pole signage, instead, a monument sign is the only permitted freestanding sign on the property. While the sign package submittal shows a pole sign, it is not indicated on the site plan. Per the Union Crossings PUD, the pylon sign as shown in the package is not permitted. Three building sides show a modest logo or name sign. The applicant is permitted, and encouraged, to utilize wall signage to notify traffic of the restaurant and its access points. Any signage will need to meet the City's sign ordinance and the Union Crossings PUD requirements and be subject to separate permitting. In discussions with the applicant regarding this item, they have confirmed the pylon is not proposed as part of this site. Lighting. The applicants have included a lighting plan with the CUP package. There is some limited light spread onto adjoining roadways, which are also subject to neighboring property lighting and street lighting in the area. The applicant is required to provide an updated plan illustrating footcandle photometrics to verify compliance with the ordinance. The plan shows pole lighting to be at the maximum of 25 feet in height. All such lighting is required to be downcast and hooded to avoid direct glare and view of the light source. Conditional Use Permit Criteria. Approval of a conditional use permit application (including amendments) requires that the City find that conditions can be established to ensure that all the following criteria will always be met: (i) The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property. Staff Comment: As an allowed use in the district, and with the conditions identified, there is no reason to believe that there will be any negative impacts on neighboring property values. (ii) The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use. Staff Comment: The site is contained and meets the general standards of the zoning ordinance and the governing PUD for Union Crossings. No detrimental impacts are foreseen. (iii) The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area. Staff Comment: The site is the last of the outlots in this portion of the Union Crossings area to be developed and will not cause use or operations issues for other property. As Planning Commission Agenda - 09/03/2024 staff notes, shifting the building on the site would provide a potential opportunity for a small footprint use, but if not, the remaining open area should include additional planting area beyond just turf. As noted, the site must comply with the sign protocol approved for the Union Crossings PUD. (iv) The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided. Staff Comment: The site is an allowed use and its utility impacts are included in the City's planning for the Regional Commercial district. (v) The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City Code requirements. Staff Comment: Adequate parking is provided per code, and the updates to the site plan accommodate the City's requirements for drive-thru stacking. Additional stacking would impact internal site use only, and no threat to public streets is foreseen. (vi) The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution. Staff Comment: The project complies with the requirements of the code and should not create nuisances. (vii) The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines, and all erosion will be properly controlled. Staff Comment: No impacts to any natural features are expected with this project. (viii) The conditional use will adhere to any applicable additional criteria outlined in the Zoning Ordinance for the proposed use. Staff Comment: The applicants have designed the site, and updated plans per preliminary staff comments, to illustrate compliance with the requirements and intent of the zoning ordinance. With the remaining notes found in Exhibit Z of the staff report, the project is consistent with zoning standards. STAFF RECOMMENDED ACTION Staff recommends Alternative 1, approval of the amendment to Conditional Use Permit for Planned Unit Development, including the drive -through facility, with the Conditions listed in Exhibit Z. SUPPORTING DATA A. Resolution PC-2024-37 B. Aerial Site Image 11 Planning Commission Agenda - 09/03/2024 C. Applicant Narrative D. Existing Conditions Survey E. Site Plan F. Grading & Erosion Control Plan G. Utility Plan Site Paving & Details H. Trash Enclosure Detail I. Drive-Thru Detail J. Miscellaneous Site Details K. Landscape Plan L. Civil Details M. Building Renderings N. Sign Plan Package O. Photometric Plan P. City Engineer's Letter, dated August 28, 2024 Q. Chief Building Official Letter, dated August 22, 2024 Z. Conditions of Approval 7 Planning Commission Agenda - 09/03/2024 EXHIBIT Z CONDITIONS OF APPROVAL AMENDMENT TO A CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR RESTAURANT WITH DRIVE -THROUGH IN THE B-4 DISTRICCT LOT 3, BLOCK 2, UNION CROSSINGS 2ND ADDITION The plans are updated to include building elevations and building materials, including for the attached building area to the south of the principal structure. The walk-in building area is required to meet the zoning ordinance for commercial building standards, in materials similar to the main portion of the building Exterior mechanical and related components (particularly on the south side of the building) to match the base wall material colors. 2. The plans clarify the proposed exterior materials for the trash enclosure and show that those materials are consistent with the principal structure. 3. The applicant provides schematic floor plans to verify parking demand. 4. The applicant provides final landscaping plans that identify materials species. 5. The applicant updates the landscaping plan to add planting in the extensive turf areas on the east and west sides of the development footprint. 6. Signage and other components related to the project meet all requirements of the Union Crossing Planned Unit Development and zoning requirements as applicable and are subject to permitting as required. As noted herein, no pole pylon sign is permitted for this parcel. 7. The lighting plan is updated to verify photometric compliance with the City's zoning regulations. Maximum pole height is 25 feet. 8. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendations made by the Planning Commission and the staff report. 9. Compliance with the comments of the City Engineer per letter dated August 28, 2024, including comments on the applicant plan sets. 10. Compliance with the comments of the Chief Building Official per letter dated August 22, 2024. 11. Comments and recommendations of other Staff and the Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-37 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR A PLANNED UNIT DEVELOPMENT FOR A RESTAURANT WITH DRIVE-THRU IN A B-4, REGIONAL BUSINESS DISTRICT PID 155-178-002030 LOT 3, BLOCK 2, UNION CROSSINGS WHEREAS, the applicant has submitted a request to amend an existing Conditional Use Permit for a Planned Unit Development (PUD) to establish a restaurant with drive-thru on a vacant parcel; and WHEREAS, the approved PUD anticipates a variety of commercial uses, including dining establishments; and WHEREAS, the proposed use would have impacts on the site and PUD that were planned for as a part of the original PUD approval; and WHEREAS, the site is zoned Regional Business (B-4), which allows drive-thru facilities as an accessory use by Conditional Use Permit; and WHEREAS, the use would continue to be consistent with the long term land use plan for the City and the location, including the designation of the site for "Regional Commercial" uses; and WHEREAS, the applicants have provided materials documenting that the proposed use facilitate long term use of the site and PUD for commercial uses; and WHEREAS, the applicants have provided materials documenting that the proposed use will comply with the terms and standards of the zoning ordinance with the recommendations approved by the Planning Commission; and WHEREAS, the Planning Commission held a public hearing on September 3rd, 2024 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-37 1. The applicant has provided plans demonstrating that the proposed facility will be in compliance with the standards for drive -through restaurant facilities found in the zoning ordinance and original PUD approvals. 2. The applicant has provided plans demonstrating that the use will support long- term use of the site for commercial uses. 3. The proposed facility is not expected to create traffic impacts for adjoining public and private roadways in the area. 4. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood beyond those expected for allowed uses in the zoning district. 5. The drive -through facility is designed in away that will avoid concerns with traffic in adjoining streets. 6. The use will improve convenience to customers and to the public, consistent with the City's economic development objectives for commercial property. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the amendment to the Conditional Use Permit for PUD for drive -through facilities, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: The plans are updated to include building elevations and building materials, including for the attached building area to the south of the principal structure. The walk-in building area is required to meet the zoning ordinance for commercial building standards, in materials similar to the main portion of the building Exterior mechanical and related components (particularly on the south side of the building) to match the base wall material colors. 2. The plans clarify the proposed exterior materials for the trash enclosure and show that those materials are consistent with the principal structure. 3. The applicant provides schematic floor plans to verify parking demand. 4. The applicant provides final landscaping plans that identify materials species. 5. The applicant updates the landscaping plan to add planting in the extensive turf areas on the east and west sides of the development footprint. 6. Signage and other components related to the project meet all requirements of the Union Crossing Planned Unit Development and zoning requirements as 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-37 applicable and are subject to permitting as required. As noted herein, no pole pylon sign is permitted for this parcel. 7. The lighting plan is updated to verify photometric compliance with the City's zoning regulations. Maximum pole height is 25 feet. 8. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendations made by the Planning Commission and the staff report. 9. Compliance with the comments of the City Engineer per letter dated August 28, 2024, including comments on the applicant plan sets. 10. Compliance with the comments of the Chief Building Official per letter dated August 22, 2024. 11. Comments and recommendations of other Staff and the Planning Commission. ADOPTED this 3rd day of September, 2024 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION M3 ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 3 Request for Amendment to Conditional Use Permit for PUD & CUP Legal: Lot 3, BI 2, Union Crossings I PID: 155178002030 1 Address: 261 Highland Way Created by: City of Monticello .. 3300 Birch Street Suite 1 A 3025 S Parker Road Suite 735 ,` Eau Claire, WI 54703 Aurora, CO 80014 RIVER VALLEY ARCHITECTS 715-832-0875 www.rivervalleyarchitects.com Wendy's Monticello Minnesota — Robert Street Development - Narrative To whom it may concern, The below information is intended to narrate the potential new Wendy's restaurant located in Monticello Minnesota. The intended use of the building is to provide both dine in, mobile pick up, and drive thru services as a new Wendy's restaurant for the greater Monticello area. The design and programming of the business will provide employment opportunities for up to roughly 25 people. The hours of operation will be ranging from roughly 6:30 am to 1:00am on most business days. SOLID DESIGN. REAL PARTNERSHIPS. LASTING IMPACT. GENERAL NOTES 1. REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS CONSTRUCTIBLE AS SHOWN. CONFLICTS OR DIMENSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF WORK IN QUESTION. 2. CONTRACTOR IS REQUIRED TO SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE TO REVIEW SPECIFIC REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO FOLLOW ALL LOCAL RULES AND REGULATIONS. 3. KEEP THE APPROVED AND/OR MOST CURRENT SET OF PROJECT DRAWINGS ON SITE AT ALL TIMES. CONTRACTOR TO CONFIRM THEY ARE IN POSSESSION OF THE MOST CURRENT DRAWING FILES. 4. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. 5. 'TYP' MEANS THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 6. BIDDERS REFER TO WENDY'S APPROVED SUPPLIER LIST TO OBTAIN NATIONAL ACCOUNT PHONE NUMBERS AND CONTACTS. 7. CONTRACTOR IS RESPONSIBLE FOR FINDING AND LOCATING ALL UNDERGROUND UTILITIES IN AREAS OF EXCAVATION PRIOR TO DIGGING. ACCIDENTAL INTERRUPTION OF THESE SERVICES DURING CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO DIGGING, CONTRACTOR TO CALL LOCAL UTILITY LOCATION SERVICE. 8. CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. STREETS AND ROADWAYS SHALL BE THOROUGHLY CLEANED AND/OR SWEPT ON A DAILY BASIS OR MORE FREQUENTLY AS REQUIRED BY THE GOVERNING AUTHORITY. RESTORE DAMAGED IMPROVEMENTS TO ORIGINAL CONDITION AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. 9. PROVIDE DUST CONTROL MEASURES IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 10. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE OWNER. 11. UNLESS SPECIFIED OTHERWISE, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH WENDY'S SPECIFICATIONS, THE STATE DEPARTMENT OF ENVIRONMENTAL QUALITY STANDARDS, DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND/OR THE APPROPRIATE LOCAL AUTHORITY HAVING JURISDICTION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES, LICENSES, LICENSE FEES, UNLESS NOTED OTHERWISE. 13. RELOCATION OF ANY UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROPRIATE UTILITY COMPANY AND OR REGULATORY AGENCY. OBTAIN WRITTEN APPROVAL FROM THE ENGINEER BEFORE ANY UTILITY RELOCATION. 14. ELECTRONIC FILES IN DWG FORMAT WILL BE SUPPLIED TO THE CONSTRUCTION MANAGER FOR LAYOUT AND GRADING. 15. ELECTRONIC FILE USE TERMS AND CONDITIONS: 15.1. DRAWINGS AND DESIGN ARE THE INTELLECTUAL PROPERTY OF THE DESIGNER. CONTRACTOR, AND THEIR SUBCONTRACTORS ON THE REFERENCED PROJECT, SHALL BE AUTHORIZED TO USE THIS INFORMATION ONLY IN CONNECTION WITH THE REFERENCED PROJECT. ANY USE OR REUSE FOR ANY OTHER PURPOSE WHATSOEVER SHALL NOT BE ALLOWED, AND WILL BE AT CONTRACTOR'S RISK AND FULL LEGAL RESPONSIBILITY, WITHOUT LIABILITY TO THE DESIGNER. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE DESIGNER FROM ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF UNAUTHORIZED USE OF THIS INFORMATION. 15.2. COPIES OF DRAWINGS FURNISHED BY THE DESIGNER THAT MAY BE RELIED UPON BY CONTRACTOR ARE LIMITED TO THE PRINTED DRAWINGS (ALSO KNOWN AS HARD COPIES) TITLED "PROJECT TITLE" DATED MONTH DAY, YEAR, OR AS REVISED BY WRITTEN CHANGE ORDER THAT ARE THE BASIS OF THE CONTRACTOR'S BID AND CONTRACT. ALL COMPUTER FILES ON ELECTRONIC MEDIA THAT ARE FURNISHED BY THE DESIGNER TO CONTRACTOR ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. ANY CONCLUSIONS OR INFORMATION OBTAINED OR DERIVED FROM SUCH ELECTRONIC FILES WILL BE AT THE USER'S SOLE RISK. THE DESIGNER CANNOT GUARANTEE THE LONGEVITY OF ANY MATERIAL TRANSMITTED ELECTRONICALLY NOR CAN THE DESIGNER GUARANTEE THE ABILITY OF THE RECIPIENT TO OPEN AND USE THE DIGITAL VERSIONS OF THE DOCUMENTS. 15.3. ANY CONTRACTOR OR SUBCONTRACTOR USING THIS INFORMATION ASSUMES RESPONSIBILITY TO UTILIZE THE CORRECT HORIZONTAL AND VERTICAL CONTROL AND BENCHMARK INFORMATION AS SHOWN ON THE DRAWINGS AND TO DOUBLE CHECK CONTROL AGAINST ACTUAL FIELD CONDITIONS BEFORE DOING ANY STAKING OR CONSTRUCTION. 15.4. UPON ACCEPTANCE OF THE ELECTRONIC DATA TRANSMISSION, RECIPIENT HEREBY AGREES TO THE FOREGOING TERMS AND CONDITIONS. IF RECIPIENT DOES NOT AGREE TO THE FOREGOING TERMS AND CONDITIONS, WENDY'S AND ITS CONSULTANTS DO NOT AUTHORIZE THE USE OF THE TRANSMITTED DATA, AND RECIPIENT SHALL DESTROY THE TRANSMITTED DATA AND NOTIFY WENDY'S OR ITS CONSULTANTS OF THE SAME BY PROVIDING WRITTEN NOTICE WITHIN ONE DAY OF TRANSMISSION. FAILURE TO PROVIDE SUCH NOTICE SHALL ACT AS WAIVER AND RECIPIENT SHALL BE BOUND TO THE LOCAL UTILITY LOCATING AGENCY CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING OF THE INTENT TO EXCAVATE NO LESS THAN 72 HOURS PRIOR TO SUCH EXCAVATION (EXCLUSIVE OF SATURDAYS, SUNDAYS, AND HOLIDAYS) AND CALL LOCAL UTILITY LOCATING AGENCY AT 1-800-XXX-XXXX. EXISTING UTILITY LOCATIONS SHOWN SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES ON THESE DRAWINGS ARE APPROXIMATE ONLY AND BASED ON ACTUAL FIELD LOCATIONS OF VISIBLE STRUCTURES AND PLAN SURVEY EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY TRUE NORTH SURVEYS, SPICER, MN, ON DAY MONTH, YEAR]. GEOTECHNICAL REFER TO SOIL BORINGS AND GEOTECHNICAL REPORT PERFORMED AND PREPARED BY [GEOTECHNICAL ENGINEER] DATED [MONTH DAY, YEAR]. ABBREVIATIONS ABBREV. MEANING ABAN. ABANDON ADJ. ADJACENT AGG. AGGREGATE ALT. ALTERNATE APPD. APPROVED APPROX. APPROXIMATE B/B BACK TO BACK BIT. BITUMINOUS BLDG. BUILDING BLVD. BOULEVARD BM BENCH MARK BNDY. BOUNDARY BOT. BOTTOM BSMT. BASEMENT C & G CURB AND GUTTER C/C CENTER TO CENTER CATV CABLE TELEVISION CB CATCH BASIN CF CUBIC FEET CFS CUBIC FEET PER SECOND CL CENTERLINE CMP CORRUGATED METAL PIPE CO. CLEAN OUT CONC CONCRETE CONST. CONSTRUCTION COORD. COORDINATE CID COPPER PIPE CSP CORRUGATED STEEL PIPE CSPA CORRUGATED STEEL PIPE ARCH CULV. CULVERT CY CUBIC YARD DEG (') DEGREE DEMO. DEMOLISH DIP DUCTILE IRON DIA. DIAMETER DIM. DIMENSION DIST. DISTANCE ELEC ELECTRIC CONDUIT EL. ELEVATION ENGR. ENGINEER EOM EDGE OF METAL EQUIP. EQUIPMENT ESMT. EASEMENT EXIST. EX. EXISTING EXT. EXTERIOR F/F FACE TO FACE FDN. FOUNDATION FIG. FIGURE FF FINISH FLOOR FIN. GR. FINISH GRADE FM FORCE MAIN FTG. FOOTING GEN. GENERATOR GND. GROUND GPD GALLONS PER DAY GPM GALLONS PER MINUTE HDPE HIGH DENSITY POLYETHELENE HDWL. HEADWALL H. HEIGHT HORIZ. HORIZONTAL HP HIGH POINT HWL HIGH WATER LEVEL HWY. HIGHWAY HYD. HYDRANT ID INSIDE DIAMETER INV INVERT ELEVATION INCL. INCLUDE LAT. LATERAL LF LINEAL FEET L. LENGTH LP LOW POINT LS LUMP SUM LWL LOW WATER LEVEL M/L MORE OR LESS MAINT. MAINTENANCE MATL. MATERIAL MAX. MAXIMUM MB. MAILBOX SYMBOL LEGEND WENDY'S CIVIL /SITE PROTOTYPE LOT 3, BLOCK 2, UNION CROSSINGS, WRIGHT COUNTY, MINNESOTA ABBREV. MEANING MFGR MANUFACTURER MGD MILLION GALLONS PER DAY MH. MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS MJ MECHANICAL JOINT MON. MONUMENT NA NOT APPLICABLE NIC NOT IN CONTRACT NRCP NON -REINFORCED CONCRETE PIPE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OE OVERHEAD ELECTRIC OP FIBER OPTICS ORIG. ORIGINAL OT OVERHEAD TELEPHONE PC POINT OF CURVE PCC POINT OF COMPOUND CURVATURE PE POLYETHYLENE PE PERF. POLYETHYLENE PIPE PERFORATED PERF. PERFORATED PI POINT OF INTERSECTION PIV POST INDICATOR VALVE PL PROPERTY LINE POB POINT OF BEGINNING POE POINT OF ENDING PRC POINT OF REVERSE CURVE PROP. PROPOSED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVMT. PAVEMENT PVT POINT OF VERTICAL TANGENCY QTY. QUANTITY R. RADIUS RCP REINFORCED CONCRETE PIPE RED. REDUCER REF. REFERENCE REQD. REQUIRED REV. REVISION RJ RESTRAINED JOINT ROW RIGHT OF WAY SAN SANITARY SEWER SF SQUARE FOOT SPEC. SPECIFICATION SS SIDE SLOPE STA. STATION STD. STANDARD STL. STEEL STM STORM SEWER SYD SQUARE YARD TC TOP OF CURB TAN. TANGENT TEL TELEPHONE LINE TEMP. TEMPORARY TOC TOP OF CASTING T/W TOP OF WALL TRPT TRAVERSE POINT TYP. TYPICAL UD UNDER DRAIN UTI L. UTILITY VB VALVE BOX VCP VITRIFIED CLAY PIPE VERT. VERTICAL W/ WITH W/0 WITHOUT WL WATER LEVEL WTR WATER MAIN WWF WELDED WIRE FABRIC XFMR. TRANSFORMER AGENCIES ZONING ZONE: B-4 ANGELA SCHUMANN, COMMUNITY DEVELOPMENT DIRECTOR CITY OF MONTICELLO WWW.CI.MONTICELLO. MN.US 763-271-3224 ANGELA.SCHUMAN N®CI.MONTICELLO.MN UTILITIES ROADS AND STREETS/TRAFFIC NAME ADDRESS CITY, STATE ZIP PHONE EMAIL STORM SEWER NAME ADDRESS CITY, STATE ZIP PHONE EMAIL WATER SYSTEM NAME ADDRESS CITY, STATE ZIP PHONE EMAIL SANITARY SEWER NAME ADDRESS CITY, STATE ZIP PHONE EMAIL BUILDING PERMITS DEVELOPMENT SERVICES DEPARTMENT OF PUBLIC WORKS NAME ADDRESS CITY, STATE ZIP PHONE EMAIL FIRE CITY OF MONTICELLO FIRE DEPARTMENT FIRE MARSHALL MICHAEL MOSSEY NAME ADDRESS CITY, STATE ZIP PHONE EMAIL ELECTRIC ELECTRIC COMPANY NAME ADDRESS CITY, STATE ZIP PHONE EMAIL GAS NATURAL GAS COMPANY NAME ADDRESS CITY, STATE ZIP PHONE EMAIL TELEPHONE TELEPHONE COMPANY NAME ADDRESS CITY, STATE ZIP PHONE EMAIL CABLE TELEVISION CABLE TELEVISION COMPANY NAME ADDRESS CITY, STATE ZIP PHONE EMAIL `130 EXISTING - MAJOR CONTOUR TELEPHONE COMPANY EXISTING NAME o-■ SITE LIGHT POLES MINOR CONTOUR ADDRESS �3 PROPOSED CITY, STATE ZIP PHONE 20' SITE LIGHT POLES MAJOR CONTOUR EMAIL �29 PROPOSED MINOR CONTOUR BENCH MARK CENTER OF DITCH SECTION CORNER LOT LINE (AS PLATTED) R.O.W. LINE EASEMENT LINE SECTION LINE sss.00 PROPOSED PAVEMENT/GUTTER FENCE ELEVATION PROPOSED PAVEMENT MARKING - - - - - - GRAVEL SURFACE - (PAINTING) PROPOSED BARRIER FREE PAVED SURFACE PARKING 8" SAN SANITARY SEWER & MANHOLE EXISTING CURB &GUTTER PROPOSED CURB & GUTTER WYE & LEAD - - - - - - - TURN DOWN CONCRETE SLAB RISER & LEAD SIGN 0- STANDARD SEWER CLEANOUT 12" STM ® e 8" WTR STORM SEWER & MANHOLE CATCH BASIN UNDERDRAIN WATER MAIN VALVE & BOX METER PLUG STANDARD FIRE HYDRANT ASSEMBLY CURB STOP & BOX GAS MAI N UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE TELEPHONE PEDESTAL SHEET INDEX SHEET # ISHEET NAME G1.0 ICOVER SHEET C1.0 ISURVEY PLAN (NOT INCLUDED IN PROTOTYPE SET) C2.0 SITE LAYOUT PLAN C3.0 GRADING & SESC PLAN C4.0 UTILITY PLAN C5.0 SITE PAVING & UTILITY DETAILS C5.1 KNOTWOOD TRASH ENCLOSURE DETAILS C5.1 COMPOSITE TRASH ENCLOSURE DETAILS C5.1 MASONRY TRASH ENCLOSURE DETAILS C5.1 FIBER CEMENT TRASH ENCLOSURE DETAILS C5.2 STANDARD DRIVE-THRU EQUIPMENT DETAILS C5.2 Y-LANE DRIVE-THRU EQUIPMENT DETAILS C5.3 MISCELLANEOUS SITE DETAILS REVISION / DATE I C6.0 ISITE LIGHTING PHOTOMETRIC PLAN I I L1.0 ILANDSCAPE PLAN I CSP1 ICIVIL SPECIFICATIONS I CONCRETE SLAB HEAVY DUTY ASPHALT - LIGHT DUTY ASPHALT - - MATCH LINE BREAK MARK 1 SIM C201 ENLARGED PLAN OR DETAIL REVISION CLOUD COLUMN DESIGNATION PROJECTDIRECTORY• CONTACT:• .. .; .: (@5­ BLOC W&II► ► •11 ARCHITECTSRIVER VALLEY ANDSCAPE DESIGNER JEP ENGINEER 3TRUCTURAL ENGINEER CONTRACTOR VICINITY MAP :tea l)All II -I rimp � ff �J� n 1 I i l r�r /\ SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 Q 00 m � r N� Lo L.L L0 z C Q G z0 Q J w �U U)z Q0 w G m REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SHEET NAME COVER SHEET SHEET UMBER I CAAIG *011 O\/(^ AI SAN5 *8" PVC W V VJ V IV V 943.09 J .IT ® MHST you.•+c I SPOT X 955.83 WGV sT - 12 A ld +MHS*8" PVC W E aoa.10 - CONC 11 42RCP) 943.161 141.79 RCP *INVW-57 949.80 irvv rv-o -12.1 y,+o.d1 18RCP11 14F\ / 951.27 /AND POL 30' TO COX LE 95 AFRCP *INV N-S -12.9 95'943.66 " 4 CB ;.3114 yb2.31 FIND *1/4" CAPPED RBR 23021 GENERAL NOTES 1. EXISTING CONDITIONS SHEET BASED ON TOPOGRAPHIC SURVEY BY OTHERS =uicTinir_` ro NDITIONS SCALE: 1 " = 30' NORTH 0 10 30 60 SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 � B T ALCI H ENGINEERING I PROJECT TYPE: NEW GLOBAL NEXT GEN 30 me >n J � m � N� Lo L.L Z 2� ZO Q J =w �U C/) Z QO w� REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SEAL Ott O� �J G SHEET NAME EXISTING CONDITIONS SURVEY SHEET NUMBER cl No SITE NUMBER: 00000 NORTH I II - 3 "DELIVERY AGGREGATOR PARKING" SIGNAGE ON BOLLARD LAYOUT WITHOUT PA SCALE: 1 " = 20' 0 10 20 40 r AD RAMP \ `gp�Fs (TYP.) � 144 O \ QuoIV, / \'rn MAIN STREET \ _ FT. RIGHT-OF-WAY ___ LANES SCALE: 1 " = 20' NORTH O 10 20 40 SITE ZONING PARCEL PARCEL ADDRESS: ZONING DISTRICT: BUILDING SETBACKS: FRONT: ___ BACK: PARKING SETBACKS: FRONT: ___ BACK: SIGN SETBACKS: FRONT: BACK: SYMBOL LEGEND PARCEL SIZE: ____ ACRES ---- SQ. FT. SIDE: --- SIDE: --- SIDE: LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK 000000000 000000000 A.D.A. TACTILE SURFACE 00000 LANDSCAPE AREA STANDARD CURB & GUTTER ROLLED CURB & GUTTER 1900IM 111c"1211111111 II N I N N I N CROSSWALK (PAINTED) PAVEMENT MARKING (PAINTED) PAVEMENT MARKING DIRECTION ARROWS (PAINTED) OPARKING SPACE COUNT i SIGN F� LIGHT POLE PARKING QUANTITIES WENDY'S RECOMMENDED PARKING: 1 SPACE FOR EVERY 3 SEATS. 1 SPACE FOR EVERY 2 EMPLOYEES. RESTAURANT 30/3 = 10 SPACES EMPLOYEES 15/2 = 7 SPACES TOTAL 17 SPACES CITY'S REQUIRED PARKING: DINING = 1/40 SF = 14 SPOTS PICK UP = 1/15 SF = 2 SPOTS KITCHEN = 1/80 SF = 11 SPOTS (USED 7, MAX KITCHEN EMPLOYEES AT ONE TIME) TOTAL REQUIRED = 23 PROVIDED PARKING: 22 STANDARD SPACES 2 ADA VAN -ACCESSIBLE SPACES 24 TOTAL SPACES PROVIDED BICYCLE FACILITIES: PROVIDE BICYCLE STORAGE AS REQUIRED BY LOCAL ZONING ORDINANCE. BICYCLE STORAGE SHALL BE LOCATED NEAR THE FRONT ENTRANCE, SEPARATED FROM ACCESSIBLE PEDESTRIAN ROUTES. GENERAL NOTES 1. DIMENSIONS ARE TO BACK OF CURB, OUTSIDE FACE OF BUILDING, AND EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 2. CONTRACTORS SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENTAL AGENCIES IN WRITING AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO CONFIRM THE LOCATIONS OF ANY EXISTING BURIED UTILITIES. 3. SUBMIT SHOP DRAWINGS FOR ALL MATERIALS TO BE INCORPORATED INTO THE WORK A MINIMUM OF THREE WEEKS PRIOR TO PLACEMENT OR INSTALLATION. 4. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE CODES, RULES AND REGULATIONS. OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS FOR THE WORK. 5. MATCH THE EDGE OF NEW BITUMINOUS PAVEMENT TO THE EXISTING EDGE OF THE BITUMINOUS PAVEMENT. SLOPE NEW BITUMINOUS PAVEMENT TO MATCH EXISTING FLOW LINE. 6. CLEANUP AND DISPOSE OF ALL EXCESS MATERIALS OFF SITE. 7. NO PARKING OR STORAGE OF MATERIAL OR EQUIPMENT WILL BE ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY AT ANY TIME DURING CONSTRUCTION. 8. A SAFE AND ADEQUATE TRAVEL ROUTE FOR PEDESTRIANS SHALL BE MAINTAINED AT ALL TIMES. PEDESTRIANS SHALL NOT BE DETOURED INTO THE EXISTING ROADWAY OR THROUGH ACTIVE CONSTRUCTION. 9. FURNISH THE OWNER WITH A SET OF AS -BUILT DRAWINGS FOLLOWING COMPLETION OF CONSTRUCTION. BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 >00 m � N� Lo L.L L0 Qz C Q G z0 Q J w �U U) z Q0 W2 REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: mllpr- SEAL v 0� CJ SHEET NAME SITE LAYOUT PLAN SHEET NUMBER C2.0 BENCH MARKS SITE NUMBER: 00000 v a Y 3 m CL U cn w U) 06 co co '"'T�C1RAI ('_1 IPPI AT npl\/F_THPI I \A/Inlfln\A/q SCALE: 1 " = 20' 0 10 20 40 GRADING NOTES BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 � 1. FINISH GRADE OF SOIL EDGES ALONG PAVEMENT TO BE 1/2" ` BELOW EDGE OF PAVEMENT. 2. STRIP AND STOCKPILE TOPSOIL FROM GRADING AREAS. USE STOCKPILED TOPSOIL AND IMPORTED TOPSOIL AS NECESSARY FOR SURFACE RESTORATION. PROJECT TYPE: NEW 3. GRADES SHOWN ARE FINAL SURFACE GRADES AFTER GLOBAL NEXT GEN 30 COMPLETION OF SURFACE IMPROVEMENTS AND PLACEMENT OF TOPSOIL. 4. GRADE AREAS AT SITE PERIMETER TO MATCH GRADES OF ADJACENT PARCELS. 5. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PROPERLY IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. PROVIDE TEMPORARY GRADING FEATURES SUCH AS BERMS, SWALES, SUMPS AND BASINS TO MANAGE INTERIM STORM WATER RUNOFF DURING CONSTRUCTION PROCESS. STORM WATER RUNOFF LEAVING THE SITE SHALL MEET ALL FEDERAL, STATE AND LOCAL QUALITY REQUIREMENTS. 0.Q bq SESC NOTES 1. MAINTAIN A COPY OF THE STORM WATER POLLUTION - PREVENTION PLAN (SWPPP) ON THE SITE FOR THE DURATION OF CONSTRUCTION, IF REQUIRED. ADHERE TO THE SWPPP DURING CONSTRUCTION OPERATIONS. 2. MAINTAIN AND REPAIR ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL ALL VEGETATION IS ESTABLISHED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER, OR AS DEFINED BY PERMIT.) 3. PERFORM ALL EARTH -DISTURBING CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS INDICATED ON THE DRAWINGS. 4. REVIEW THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD -STAKING THE LIMIT OF DISTURBANCE LINE PRIOR TO THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT NO ADDITIONAL COST TO OWNER. 5. INSTALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY LAND CLEARING OR GRADING ACTIVITIES. 6. APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY SITE CONDITIONS. 7. ENSURE THAT ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF -SITE AREAS OR IN WATERWAYS. 8. LEAVE SLOPES IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 9. LOCATE LAY DOWN, STAGING AND STOCKPILE AREAS WITHIN THE PERMITTED LIMITS OF DISTURBANCE. 10. INSTALL SILT FENCE AROUND THE PERIMETER OF ON -SITE ISSUE DATE: SOIL STOCKPILE AREAS IF RUNOFF CAN IMPACT A STABILIZED PROJECT NUMBER: *23-220 PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS OF THE STOCKPILE AREAS ARE TO BE DRAWN BY: STABILIZED AS REQUIRED BY PERMIT. CHECKED BY: 11. IMPLEMENT TEMPORARY STABILIZATION MEASURES ON ANY m REV. DATE DESCRIPTION 0 00 r N� Lo L.L Lo z C Q G z0 Q J = LJJ �U z Q 0 Lu DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL NOT SEAL i RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY STABILIZATION MEASURES MUST BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS FROM V�O� WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. APPLY 3-5 LBS/1000 SFT. TEMPORARY SEED AND STRAW MULCH OVER DISTURBED AREA. 12. TOPSOIL AND SEED ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE CONCLUSION OF FINAL GRADING IN THAT AREA. �n 13. REGULARLY CHECK SEEDED AREAS TO SEE THAT A GOOD v 0� STAND OF VEGETATION IS "ESTABLISHED". VEGETATION WILL NOT BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS UNIFORMLY COVERED WITH PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. FERTILIZE, SHEET NAME WATER, RESEED AND MULCH AS NEEDED. GRADING & SESC PLAN 14. MINIMIZE TRACKING OF SOIL AND SEDIMENT ONTO OFF -SITE ROADWAYS THROUGH THE USE OF APPROPRIATE MEASURES. IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE ROADWAYS. SHEET NUMBER 15. NO VEHICLES AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW DIRECTLY INTO A WATER COURSE OR DOWNSTREAM STORM SEWER. 16. MAINTAIN DUST CONTROL DURING CONSTRUCTION. WATER TANK C300 TRUCKS SHALL BE USED ON ON -SITE DISTURBED AREAS AND OTHER PLACES WHERE DUST BECOMES A PROBLEM. 18CPP1/ 948.10'1 947.95 %L *SEARCH J" C * EARCH J. \ `� PROP. CB 1RIM / INV SE ( 2 I / INV SE (121N)=954.07 / 18 P1 @� \ 18R 2 \ 947.30 SAM *8"PVC NW ' SAN" SAN3 *8" PVC SE TO PROP 40.'" CALC *SEARCH 940.82 G lb SAN MH 1 \ \ •:_�.35 RIM =957.8 �4<A INV NE (6 IN) = 941.4 'qA INV SE (4 IN) = 941.6 PP 952 PA 1 MAIN STREET rT rjlr%l IT nr- u►Av SCALE: 1 " = 20' NORTH 0 10 20 40 I 0 SAN MH 2 RIM = 957.2 INV NW(41N)=944.4 �\ INV SW (41N) = 944.6 J 0 / / 18RCI 952.11 ti NY � /SANMH3 RIM = 958.7 INV NE (4 IN) = 946.8 / INV NW (4IN) =945.0 PROP. CBMH 3 RIM = 958.47 / INV SW (12 IN) = 952.20 �V SE (12 IN) = 952.04 RCAF o` ` h)orolry// RCP/"INV W -5.7 J `348.80' *INV N-S_-12.1 • 943.418RCP11 951.27 BENCH MARKS SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 SYMBOL LEGEND UPGRADE CLASSIFICATION: EXISTING UTILITIES NEW BUILD SANITARY SEWER & MANHOLE PROJECT YEAR: 2024 STORM SEWER & MANHOLE DESIGN TYPE: GLOBAL ® ® CATCH BASIN CURB AND LAWN TYPE DRAWING RELEASE: SPRING 2023 9 VALVE b HYDRANT IR. WATER MAIN ____GASGAS MAIN ELEc, UNDERGROUND ELECTRIC _TEL_ UNDERGROUND TELEPHONE CATV- CABLE TELEVISION Q TELEPHONE PEDESTAL N PROPOSED UTILITIES B H SAT >> SANITARY SEWER & MANHOLE ENGINEERING J WYE & LEAD 0- STANDARD SEWER CLEANOUT STM_ STORM SEWER & MANHOLE WATE% WATER MAIN VALVE & BOX M❑ METER PROJECT TYPE: NEW GLOBAL NEXT GEN 30 ]I PLUG CURB STOP &BOX UTILITY SUMMARY ELECTRIC: SECONDARY SERVICE PREFERRED BASED ON RATE, UTILITY OWNED TRANSFORMER. UTILITY TO SIZE TRANSFORMER AND COORDINATE WITH ELECTRICAL DESIGNER. 120/208V, 3PH, 4W GROUND WIRE. PHONE: X GB COPPER/FIBER OPTIC ENTRANCE CABLE. GAS LOAD: 955 MBH ® 14" W.C. WATER: 1 1/2" DIA. TYPE K COPPER PIPE WITH 1 1/2" METER, 2,000 GPD, 66 GPM PEAK USE MINIMUM 41.5 PSI PRESSURE REQUIRED INSIDE BUILDING AFTER THE METER. SANITARY SEWER: 4" DIA. CAD 89 GPM. IRRIGATION: REFER TO SHEET 1­1.0 FOR REQUIREMENTS UTILITY NOTES 1. EXISTING UTILITIES LOCATIONS SHOWN ARE APPROXIMATE. 2. VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION WHERE NECESSARY. 3. PROTECT AND MAINTAIN SERVICE OF OTHER UTILITIES AT CROSSINGS. 4. DO NOT CONNECT ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER SERVICES TO THE SANITARY SEWER. 5. PROVIDE AND MAINTAIN INLET FILTERS AT ALL CATCH BASIN INLETS, DURING CONSTRUCTION. 6. ADJUST ALL CASTINGS TO FINISH GRADES. 7. KEEP SITE LIGHTING CONDUITS OUTSIDE OF PAVEMENT IF POSSIBLE. SANITARY SEWER NOTES 1. SLOPE SANITARY SEWER AT 1.0% MIN. SLOPE TO PUBLIC SERVICE LEAD. ISSUE DATE: 2. INSTALL CLEANOUTS AT ANY CHANGE IN DIRECTION OF PIPE. PROJECT NUMBER: *23-220 3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER DRAWN BY: CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. CHECKED BY: m REV. DATE DESCRIPTION GAS MAIN NOTES SEAL 1. GAS COMPANY WILL PROVIDE GAS SERVICE TAP, METER, REGULATOR, AND INSTALL THE NEW SERVICE LINE TO THE METER. WATER MAIN NOTES 1. INSTALL WATER MAIN WITH A MINIMUM OF [ ] FEET OF COVER, AS REQUIRED BY MUNICIPALITY. 2. PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION AND TEN (10) FEET OF HORIZONTAL SEPARATION BETWEEN THE WATER MAIN AND ALL SANITARY AND STORM SEWERS. STORM SEWER NOTES Q M m � r N� Lo L.L L0 z C Q G z0 Q J �U U)z Q0 5 W SHEET NAME UTILITY PLAN 1. INSTALL UNDERDRAINS AT ALL CATCH BASINS AND CURB SHEET NUMBER INLETS IF SUBGRADE IS POORLY DRAINED. CONNECT TO NEAREST CATCH BASIN. REFER TO DETAIL ON SHEET C5.3. 2. ALL UNDERDRAINS (UD) TO BE 4" DIA. AT MINIMUM SLOPE OF 0.50% UNLESS OTHERWISE NOTED. 3. PROVIDE INLET FILTER FOR ALL CATCH BASIN INLETS DURING ■ CONSTRUCTION. SITE NUMBER: 00000 CASTING AS SPECIFIED CASTING SET IN MORTAR PAVEMENT OR TOPSOIL PRECAST ASTM C47 FLAT TOP SECTION - EXTEND PIPE(S) 4" (MIN.), 6" (MAX.) INTO STRUCTURE — INLET PIPE _ (ONLY IF REQ'D) RESILIENT CONNECTOR WITH S.S. STRAPS (TYP.) 2-6 ROWS OF CONCRETE GRADE RINGS W/ 1/2" PLASTER COAT INSIDE & OUTSIDE 4'-0" DIA. UNLESS NOTED OTHERWISE ON PLANS SEAL PIPE WITH PRECAST ASTM C478 NON -SHRINK GROUT RISER SECTION 5„ o_ 0 ASTM C443 � PREMIUM JOINT (TYP.) JW O - I-' FLOW _ CATCH BASIN o o CL � LEAD STEPS z PRECAST BASE RISER CL SECTION WITH INTEGRAL • � o FLOOR N ' 6"SAND ..'.•. .. '.. LEVELING C12 NO SCALE SCONTROL JOINT AWCUT 1 /8" WIDE v 8 NO SCALE t 5 NO SCALE CONTROL JOINTS TO BE 1 1/4" DEEP OR 1/4 THICKNESS OF SLAB WHICHEVER IS GREATER CONCRETE PAVEMENT AGGREGATE BASE (C.I.P.) COMPACTED SUBGRADE (C.I.P.) J,JVV I .J.I. CONCRETE V-6" CURB & GUTTER WIDTH VARIES 1/4" RADIUS SEE PLANS (TYP,) LITE BROOM FINISH SLOPE 1 % MIN. FINISHED GRADE SLOPE 1.5% MAX. COMPACTED SUBGRADE \�i��///�///i% 4 COMPACTED GRANULAR MATERIAL 8" IF CROSSING DRIVEWAY OR ALLEY 3,500 P.S.I. CONCRETE -1 sinEWALM UrI AIL NO SCALE 3500 PSI FRONT VIEW SEWER CLI_ It n III Al I I I 13 NO SCALE CONCRETE 1'-6" -" _'SST IRON MENT BOX COVER ]ED GRADE -IED STONE IR26 PVC AND WYE WYE WHERE LOCATED JD OF RUN 1 1/2" BITUMINOUS TOP COURSE PAVEMENT 1 1/2" BITUMINOUS LEVELING COURSE PAVEMENT 6" AGGREGATE BASE 12" COMPACTED SAND SUBBASE (IF REQUIRED) (PARKING STALLS) STANDARD DUTY ASPHALT rl 6PAVEMENT SEC -I iur NO SCALE 5' WIDE MIN. AREAS SHOWN ON PLANS CONCRETE 6" AIL 14 STANDARD STRAIGHT CURB NO SCALE 9 STANDARD ROLLED CURB & GUTTER NO SCALE INTEGRAL CURB & GUTTER WIT' ' DF`i VE- 6NOO SCALE il N 3,500 P.S.I. CONCRETE WITH BROOM FINISH ON ALL CONCRETE TOP SURFACES COMPACTED AGGREGATE SUBBASE COMPACTED GRANULAR MATERIAL 3,500 P.S.I. CONCRETE WITH 1.5 LBS/CYD SYNTHETIC FIBER REINFORCING HEAVY BROOM FINISH ALL TOP SURFACES. SEE DETAIL FOR JOINTING. DUMPSTER PAD 2 ('.ONCRE i c r�AVEMENT DETAIL NO SCALE 1/4" RADIUS (TYP.) 2* FINISHED GRADE 1 o NO SCALE SEE PLANS CONCRETE SLAB SLOPE 2% MAX. ice\ COMPACTED SUBGRADE 4" COMPACTED GRANULAR MATERIAL 30" 15" 3,500 P.S.I. CONCRETE NO SCALE SEALANT RESERVOIR AGGREG BASE C, 9mff.3fi PAINT 12" WIDE STRIPES ® 24" O.C. TRAFFIC WHITE (TYPICAL) 5 �;RnSSWALK D NO SCALE 1" RADIUS ASPHALT PAVING io N 1 /2" EXPANSION JOINT FILLER �r cTE EDGE AT BUILDING NO SCALE ETAIL HEAVY DUTY ASPHALT 17 PAVEML NO SCALE 1 1/2" BITUMINOUS TOP COURSE PAVEMENT 2 1/2" BITUMINOUS LEVELING COURSE PAVEMENT 8" AGGREGATE BASE 12" COMPACTED SAND SUBBASE (IF REQUIRED) BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 00 Lo � N L.L Lo Q Z z0 Q J = W �U U)z Q0 ui G REV. DATE DESCRIPTION ISSUE DATE: PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SEAL Ott 0� �J v 0� CJ SHEET NAME SITE PAVING & UTILITY DETAILS SHEET NUMBER SITE NUMBER: 00000 4 3/8" DROP PIN HOLD OPEN. LAROP PIN DETAIL V SCALE: 3/4" = 1'-0" NOTE: GC TO CONFIRM FINAL SLAB DIMENSIONS WITH MANUFACTURER'S SHOP DRAWINGS PRIOR TO SLAB I NSTALLATO N. 4'-4" 8"t 2 C5.1 23'-0" 7'-4" x u � OF ANCHOR TO BE A MIN. OF 6" FROM EDGE OF CONCRETE SLAB KNOTWOOD POST FASTENER PLATE CONCRETE SLAB ON GRADE. /-� SECTION DETAIL - Pl 7 3'-6" Z)UALL; J/ 4 = 1 —U 4'-4" 8"t H 00 (4) 6" DIA. STEEL BOLLARDS FILLED WITH CONCRETE WITH DOMED TOP. PAINT PEX-5 (SAFETY YELLOW). 4' 3' -0" HIGH, EMBED -0" MIN. IN 7 12" DIAMETER CONCRETE 7 C5.1 FOOTING TO FROST DEPTH C5.1 I I I I I I I I I I I BASIS OF DESIGN I TRASH DUMPSTER AREA I BASIS OF DESIGN (DUMPSTER): I CHECK SITE PLAN FOR I (DUMPSTER): WASTEQUIP ACCURATE SIZE & LOCATION WASTEQUIP ACCURATE I ,� 10 YARD CONTAINER I 6" CONCRETE SLAB W/6X6 I 10 YARD CONTAINER WIRE MESH (SEAL I I - I ,n CONCRETE SLAB `o I I APPROXIMATE LOCATION OF I AGAINST GREASE I I^ I N DUMPSTER ENCLOSURE. I ABSORPTION) VERIFY ALL DIMENSIONS W/ ENCLOSURE MANUFACTURER. I O 5 ww 3 m c5.1 I I I o w I I I c5.1 U) uj L — — — — — — — — — — — J \ L — — — — — — — — — — — I z DRILL HOLES IN CONCRETE 5'-11 1/2" I o TO RECEIVE DROP PIN, 7 INSTALL PVC SLEEVE, TYPICAL AT EACH DOOR AT CLOSED & C5.1 — OPEN POSITIONS. 1 — — — — — T- — — — — — — —I— — — — — — — — 7 — — — — — — IJ �1 C5.1 // I Z w \ I Z 6" CONCRETE \ I CL Q I i� APRON \� I o A. w CHAMFER CORNERS AT EDGE OF ASPHALT 12" (TYP.) OPTIONAL CONCRETE SLAB SPEC A. CONCRETE SEALER: 'SCOFIELD' CEMENTONE CLEAR SEALER. APPLY PER MANUFACTURER'S RECOMMENDATIONS. B. OPTIONAL: CONCRETE COLOR HARDENER: 'SCOFIELD' LITHOCHROME, A33 "CLASSIC GREY" APPLY PER MANUFACTURER'S RECOMMENDATIONS. KN OTWOO SCALE: 3/8" = 1'-0" D TRASH ENCLOSURE 4" BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 N » Blj�zwfv'/ H 2 MTL. FRAME. GC TO PAINT PEX-1. ENGINEERING COMPOSITE MATERIAL BRACKET AND HARDWARE FOR DDROP PIN BY GATE PROJECT TYPE: NEW MANUFACTURER GLOBAL NEXT GEN 30 DROP PIN DETAIL ALT. COMPOSITE SCALE: 6" = 1'-0" 10'-3 1 /2" 10'-3 1 /2" 6 C5.1 4 TRASH ENCLOSURE FRONT ELLVH I Mixi SCALE: 3/8" = 1'-0" 2 SCALE: 3/8" = 1'-0" 21'-10" A r\ r- 1 r- \ / A T I /\ lk 4 4" 12'-5 3/4" lo » 5'-2 1 /2" I. I. HEAVY DUTY GATE HINGES BY SAFETECH HARDWARE cV 5 TRASH ENCLOSURE SIDE ELEVATION SCALE: 3/8 = 1 -0 5'-2 1/2" 12'-5 3/4" LSCALE: 3/8" = 1'-0" r) / W W 7— r Lo L.L Lo Q z 2� z0 Q J w �U U)z Q0 w G REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SHEET NAME KNOTWOOD TRASH ENCLOSURE DETAILS SHEET NUMBER C50 1 SITE NUMBER: 00000 V DETECTOR LOOP ENCASED IN SCH. 40 1/2" PVC PIPE SOLVENT WELDED JOINTS. (NOT SAW -CUT) PRE -SELL BOARD ROTATION IS MEASURED PERPENDICULAR TO CURB LINE CONCRETE DRIVE-THRU LANE 4'-6- F_- 1 I I I I/ I I I I — DETECTOR LOOP NOTES: 1. LOOP SHOULD BEGIN 18" OUT FROM BACK OF CURB. 2. INSTALL LOOP TO BE 2 1/2" BELOW TOP OF PAVEMENT. 3. THE FORWARD EDGE OF THE LOOP SHOULD BE LINED UP WITH CENTERLINE OF THE DRIVE-THRU WINDOW OR SPEAKER PEDESTAL. 4. A 3' AREA FROM THE LOOP MUST BE KEPT CLEAR OF METAL, INCLUDING REBAR, REINFORCING MESH, OTHER ELECTRICAL CABLES OR CONDUIT. 5. SEE DETECTOR LOOP MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. 1'-6" PRE -SELL BOARD 4s. 1'-6" FACE OF CURB zo BACK OF CURB o OR BUILDING FACE zo U o J w L� 11" �_ HOLD w .. � w LL- w w CL .. 1'-5 1/2" > I I o° BASE BY I CANOPY VENDOR I I ORDER - _ _ - - - CONFIRMATION PEDESTAL 00 ORDER STATION o� o _ CANOPY. SEE C5.2 ¢S. 6" CONCRETE BASE. SEE STRUCTURAL SIGN CABINET � �SCA n w, IL LE: 4'-0" HOLD F 0 0 0 x U Z 0 0 0 U ZD. ANCHOR ROD ECTION WITH 1 BOARD MFR. Tf1D DIDD REF. STRUCTURAL 5 nAP:NU tjUARD FOOTING SCALE: 3/4" = 1'-0" 0 I 2' 0' 6" 6" 1 1/2- 1 1/2" SLOTTED HOLES FOR ANCHOR BOLTS Nowde 12"x12" BASE PLATE BY CANOPY VENDOR �Z_24"x36" FOUNDATION, REF. STRUCTURAL 7" I 7" 11 EXTENT OF LEVELED CONCRETE FOOTING 8" k 8" 10" SLOPE GRADE I rrn �t �T I I t — t vi I I o I I I w U- — — -- — I t — — — t a r a REF. STRUCTURAL 2 SCALE: 3/4" = 1'-0" SHADED AREA INDICATES EXTENT OF 10% SLOPE CLEARANCE 9'-0" 1 2.875" DIA.-.203" STEEL SUPPORT PIPE, POWDER COATED DARK BRONZE ROTATION CONNECTION, CANOPY PROTECTION BAR SHALL FREELY ROTATE AND PIVOT BACK TO ORIGINAL ORIENTATION II 0 4" DIA. STEEL PIPE TO 1 COVER PROVIDED BY VENDOR, INSTALLED BY GC I LEVELING NUTS AND WASHERS I I PROVIDED BY VENDOR I (3) 1/2- DIA. STEEL PIPE TO I I 1" MAX. BOTTOM OF SWING RETURN, PROVIDED BY 1 PLATE TO CONCRETE VENDOR AND INSTALLED BY GC I REFER TO CIVIL PLAN FOR 2'-0" CURB TYPE AND HEIGHT FINAL GRADES zz r—PAVEMENT ANCHOR BOLTS, WASHERS, NUTS AND LEVELING NUTS FURNISHED BY CANOPY VENDOR AND INSTALL BY G.C. BASE PLATE BY CANOPY VENDOR CONCRETE PIER (REF. STRUCTURAL) REINFORCING (REF. STRUCTURAL) CONCRETE PIER (REF. STRUCTURAL) J H VERIFY FOOTING DEPTH WITH LOCAL SOIL N CONDITIONS AND CODES REF. STRUCTURAL C6�0LxNOPY PROTECTION BAR SCALE: 1/2" = 1'-0" 6'-4" Ilk PLAN VIEW 1 1/2" ROTATION CONNECTION, CANOPY PROTECTION BAR SHALL FREELY ROTATE AND PIVOT BACK TO ORIGINAL ORIENTATION POWDER COAT DARK BRONZE ORDER CONFIRMATION AND SPEAKER PEDESTAL FINAL GRADE—_ ELEVATION 3 SCALE: 1/2" = 1'-0" SEE BELOW 2'-0" i� _ 1 C5.1 I I I LJ I I I I I I i i c i L c c o 1'-5" EQ EQ THOLES FOR ANCHOR BOLTS �4�4 ECG 1 1 6 10"x17" BASE PLATE, BY VENDOR 1­_— 1" ­_- 1" CONDUIT, REFERENCE POWER PLAN ONDUIT FOR FUTURE D USE, ATA CINCLLUDE PULLSTRING IIII b1 b1 PLAN VIEW -F. SITE PLAN FOR LOCATION PRE -SELL BOARD BY VENDOR MOUNTING BRACKET AND POSTS BY VENDOR ANCHOR BOLTS BY VENDOR 10% SLOPE (TYP.) BASE PLATE BY VENDOR - CONCRETE PIER (REF. STRUCTURAL REF. STRUCTURAL REF. STRUCTURAL ELEVATION 7 PRE -SELL BOARD FOU SCALE: 3/4 = 1 -0 CV r — — — — O O x (1) 1" CONDUIT FOR EXTEND 1 THROUGH CURB AT 2" o BELOW PAVEMENT FOR VEHICLE DETECTOR LOOP I I �n L - - - - FACE OF CURB 1 '-5 1/2" BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 REV. DATE ® > co r Lo L.L Lo Q Z 2 ZO Q J w �U W Z QOC w G DESCRIPTION I BASE PLATE AND STEEL ISSUE DATE: TUBE SUPPORT FOR CANOPY PROJECT NUMBER: *23-220 (2) 1" CONDUITS (AUDIO DRAWN BY: AND DATA), EXTEND FROM EXTERIOR BUILDING WALL CHECKED BY: O O 1 (REF. POWER PLAN) 1 SEAL - _- ---_ O O 1 FOUNDATION, REF. CANOPY J 1i�_AND FOUNDATION DETAIL AND STRUCTURAL O ------- - - - - -� G -1" CONDUIT FOR ORDER CONFIRMATION (I.G.) SHEET NAME REFERENCE POWER PLAN DRIVE-THRU ORDER STATION DETAILS -4 1/2"x11" OPEN AREA IN BOTTOM OF PEDESTAL SHEET NUMBER ■ 4 ORDFR STATION n "'0--% F-,%_" rn nTIw C502 SCALE: 1 1/2" = 1'-0" PLACE ACCESSIBLE PARKING ACCESSIBILITY NOTES: SIGN ON POLE. BOTTOM OF SIGN TO BE SET AT 5'-0" ABOVE 1. LOCATE ACCESSIBLE PARKING SPACES AND/OR RAMP PER PARKING SURFACE (NOTE 6) SITE PLAN JUST BEHIND CURB — _ _ _ _ 2. INTERNATIONAL SYMBOL WITHOUT BACKGROUND. 3. FOLLOW LOCAL CODES FOR PARKING STRIPE AND ACCESSIBLE SYMBOL PAINT COLOR PAINT IS TO BE 4ry APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS, 7�Sg FACE OF THICKENED WITH MIN. OF ONE COAT. EDGE SIDEWALK z ° Mq,I, 7859 1' •S9 4. DETECTABLE WARNINGS ARE NOT REQUIRED ON PRIVATE o� f 9, '17/N 89 MAN PROPERTY. o w� '�9,1- MqNOTE 3 CL Z 5. FILL OR REPLACE GUTTER WITH CONCRETE FLUSH WITH Or GUTTER PAN (NOTE 5) PARKING ACCESS ISLE. TAPER FROM EDGE OF ACCESS 0 0- ISLE TO EXISTING GUTTER WITH A MAXIMUM SLOPE OF NOTE 1 1.8%' 6. SIGNS MOUNTED TO BUILDING OR ON POSTS MAY BE 8�oh UNIQUE TO THE JURISDICTION. IF MUNICIPALITY REQUIRES INTERNATIONAL SYMBOL OF SAME EMATERIALIAS OTHE A TA DARDCTOR IS TSIGNAGEREATE SIGN ON ti 8" ACCESSIBILITY PER ANSI A117.1 810 ��' 1986 REQUIREMENTS (NOTE 2) NOTE - PROVIDE JOINTS IN CURB AND GUTTERS NOT LESS THAN EVERY 4'-0" AND NOT MORE THAN EVERY 8'-0". TYPICAL - SEE SITE PLAN FOR FIELD CONDITIONS QTANDARD BARRIER FREc PARKING SPACE uETAIL NO SCALE 60" 72" Ilk io to FONT: INTRO BLACK (USE ARTWORK) FONT: INTRO BLACK (USE ARTWORK) COLOR: FORMULATED TO MATCH WENDY'S BLUE COLOR: FORMULATED TO MATCH WENDY'S BLUE PMS#299C (RGB: 0,163,224; CMYK: 100%, 27%, 0%, 12%) PMS#299C (RGB: 0,163,224; CMYK: 100%, 27%, 0%, 12%) TRAFFIC WHITE, RAL 9016 TRAFFIC WHITE, RAL 9016 9 MOBILE ORDER/DELIVERY PICKUP SIGNS NO SCALE 5 NO SCALE 1 /2" 20'-0" 12" T rnuv i w n�ni i ice. YELLOW TRIPE (TYP.) 3/8" DIA. THRU CONTINUOUS WELD ON TOP FLAT PLATE BOTH SIDES 7zn 12-5/8" 16-5/8" = ROSTY BIKE RACK D E• i NO SCALE 0 I ro 6'-0"/8'-0" O.C. (NOM.) METAL RAILING (BLACK) SEE SHEET G2.1 FOR SUPPLIER INFORMATION SEE 04/AS2.2 FOR CONCRETE SIDEWALK DETAIL (TYP.) 3 15/16" I I (TYP.) Q LJ GENERAL NOTE: VERIFY RESERVED PARKING SIGN REQUIREMENTS WITH LOCAL JURISDICTION. 0 0 13 PATIO RAILING DETAIL NO SCALE z 0 METAL RAILING (BLACK) SEE SHEET G2.1 FOR SUPPLIER INFORMATION SEE 04/AS2.2 FOR CONCRETE SIDEWALK DETAIL (TYP.) 10 SAFFTY RAILING DETAIL NO SCALE D PAVEMENT MARKINGS TO BE SOLID FILL, COLOR YELLOW. 00 0 PICKUP FONT: INTRO BLACK-8" HIGH LETTERS COLOR: TRAFFIC YELLOW, RAL 1023 WINDOW"o'RGB: 247, 181, 0 7 PAVEMENT MARKING DE NO SCALE IGS TO BE R YELLOW. HIGH LETTERS 1, RAL 1023 r-)WEMENT MARKING DETAIL NO SCALE 2" RECYCLE DESIGN INC. NUMBER: W.INF.BIKE.3618 POWDER COAT GRAY FRAME SURFACE MOUNT ONLY 1'-6" SQ. 2 BIKE RACK C NO SCALE ETAI L THIS SIGN TYPICAL AT ALL 2ESERVED ACCESSIBLE PARKING SPACES. PARKING USE US TRANSPORTATION DEPT. ® SIGN R7-8 UNLESS THERE ARE STATE SPECIFIC REQUIREMENTS THIS SIGN TYPICAL AT ALL VAN vaN ACCESSIBLE PARKING SPACE kCCESSIBLE PENALTY SIGN WITH WORDING ARE REQUIRED BY STATE OR LOCAL LAW WHEN REQUIRED. USE US TRANSPORTATION DEPT. SIGN R7-8A AT VAN GEORGIA BE 00 war NOTE: PROVIDE IDENTIFICATION SIGNS AS REQUIRED PER OCGA 40-6-10-Part 2 ACCESSIBLE PARKING SPACES OHIO (US TRANS DEPT z N SIGN R7-8A-OH) O W I I 6" DIA. STEEL PIPE BOLLARD, BOLLARD COVER BL-1 BY *25, FlNE z u- I I IDEAL SLEEVE (BLACK), IF MINIMUM 0 0 SIGN IS IN LANDSCAPE AREA, I SIGN POST WILL BE DRIVEN 0 0 I I INTO GROUND 36" MIN. Lf o o NOTE: PROVIDE m IDENTIFICATION SIGNS AS REQUIRED PER ORC 4511.69 r-PARKING GRADE NOTE: NEW YORK REQUIRES "NO PARKING" SIGN (R7-1) AT ACCESS AISLE VAN ACCESSIBLE 11 R A '14%,RI EIS FREE P NO SCALE SINGLE REVOLVING TRUCK AND FINIAL BALI #10 BRAIDED POLYPROPYLENE HALYARD WITH (2) CHROME SWIVEL SNAPS 9" CAST ALUMINUM WOOD WEDGES BY REMOVE AFTER TAT, BLACK ASPHALTUM OUTSIDE SURFACE DRY SAND TIGHTLY PACKED, REF. NOT FOUNDATION SLED 16GA HOT DIPPED GALVANIZED STEEL 3000 PSI CONCRE STEEL CENTERING 6"x6"x3/16" STEEL SUPPORT PLATE W 3/4" STEEL GROUI 1251 FlNE NOTE: PROVIDE IDENTIFICATION SIGNS AS REQUIRED PER LAC TITLE 71-400 ARKING SIGN SITE NUMBER: 00000 PAVEMENT OR TOPSOIL BUILDING TYPE:GLOBAL NEXT GEN 30 � Off(__/ �_,�O ASSET TYPE:YFREESTANDING C� Co C� c _ —,a —,-Q _ CLASSIFICATION: NEW III=I .. oa . e oo • e o� EXTEND COARSE � I .., . o e o 00 o e o OWNER: COMPANY/FRANCHISE AGGREGATE DRAIN °'o ° ° ° �'o ° ° • �'o ° °� STONE TO ° •�o•a .�o•e .°bo•e .�o:e .°b N Z ° ' ° ' ' ° ' ° ' ' ° ' w o o o BASE VERSION: 2022 AGGREGATE BASE t'•:o: •'.'o'; •'.'o': °' 'e •'o': 00 UPGRADE CLASSIFICATION: ° .00•e •oo,e .00•e •oo•e ,oq NON -WOVEN o. °e o. °e C, GEOTEXTILE •:0. .. •:o.'o o. �° o. • �° o. NEW BUILD FABRIC WRAP, v a o e °, o° ° o • o o' 'o', 'o': PROJECT YEAR: 2024 4" PERFORATED • • o'e •' ° f PIPE W/ FILTER , oo •e .o ° DESIGN TYPE: GLOBAL SOCKo°• •o o°• • DRAWING RELEASE: SPRING 2023 COARSE �o e. o° ° .�o°, o tee— — — �'� N o o '' o AGGREGATE DRAIN STONE 6" 6" MIN SLOPE 0.50% NO SCALE NOTES: A. REF. SUPPLIER INFORMATION SHEET. B. DO NOT ALLOW CONCRETE TO BE IN CONTACT WITH ALUMINUM SHAFT. C. CONFIRM FOUNDATION DIMENSIONS WITH MANUFACTURER. D. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION E. REF. ELECTRICAL PANEL SCHEDULE FOR FLAG POLE LIGHTING CIRCUIT. LIGHTING CIRCUIT FOR FLAG POLE IS ON DEDICATED PHOTOCELL PROVIDED BY GC. F. FOR HIGH SECURITY AREAS, "SENTRY" MODEL WITH CONCEALED CLEAT IS RECOMMENDED. CONTACT MANUFACTURER FOR ADDITIONAL INFORMATION. AMERICAN FLAG POLE & FLAG CO. "CONTINENTAL" STYLE FLAG POLE BRUSHED ALUMINUM FINISH MAX.G FOUNDATION DIMS. EXPOSED BASE WALL SEE NOTE #3 HEIGHT DIAMETER THICKNESS SIZE A B C D 20'-0" 5" .125" 46 42" 24" 30" 20" 25'-0" 5" .125" 5x8 42" 24" 30" 24" 30'-0" 6" .156" 6x10 42" 24" 30" 30" FLAG POLE DETAIL SCALE: 3/4" = V-0" JND MOUNTED FLOOD ;ITE SIDES OF FLAG D DISTANCE FROM E "A4" ON LIGHTING E1.1 w cn 0 :D 0 cr z = w � w W J > } D' U o cr ® \ 0 I � IMIDERDRAIN DETA FIN. GRADE FACE OF BUILDING BEYOND 6" DIA. STEEL PIPE BOLLARD, W/ BOLLARD COVER BL-1 BY IDEAL SLEEVE (SAFETY PROJECT TYPE: NEW YELLOW) REF. TO FINISH SCHEDULE IF PAINTING. GLOBAL NEXT GEN 30 FILLED SOLID W/ CONCRETE. ARCHITECTURAL DECORATIVE BOLLARD COVER AT FRONT DOOR (BLACK) a �• I. ��1/4" EXPANSION I MATERIAL AS REQUIRED PER SURFACE CONDITION I Z �.•r ° Id4:d1 a "12 / Q BOLLARD DETAIL 1 8 NO SCALE DRIVE THRU LANE PAVEMENT REV. DATE ® > co Lo L.L LO Q z o z0 Q J = W �U U z Q COC w G i DESCRIPTION ISSUE DATE: 080" ALUMINUM 30" PANEL PROJECT NUMBER: *23-220 rl�sTSIGN WITH SCOTCHLITE OR APPROVED EQUAL, SEE DRAWN BY: SPECIFICATION FOR SIGN OP COLORS AND TEXTCHECKED BY: I 2" SQUARE ALUMINUM TUBE GRADE IP 0 I I. 12" DIAMETER CONCRETE BASE a STOP SIGNS AT DRIVE EXITS SHALL BE LOCATED BEHIND SIDEWALK. C 4 , OP SIGN DETAIL NO SCALE SEAL <) SQ'Q G OV V SHEET NAME MISCELLANEOUS SITE DETAILS SHEET NUMBER C503 NOTE: ALL PLANTS SHOULD BE INSTALLED WITH TRIANGULAR SPACING TOP OF ROOTBALL TO BE 1-2" HIGHER THAN GRADE OUTER E BRANCHE CONTINU( TIED TO TUNDRA STREAM EI EXISTINC ROOT PI TRENCH SEE PLANTING PLAN FOR PLANT SPACING SET PLANTS AT SAME DEPTH AS GROWN IN CONTAINER PLANTING MIXTURE TILL TOP FOUR (4) INCHES OF SUBGRADE PRIOR TO PLACING PLANTING SOIL 3 ) GROUNDCOVER PLANT'r& NOT TO SCALE 5 TREE PROTECTION FENCE DE'_ NOT TO SCALE MIN. 3 X ROOTBALL 12" MIN. SCARIFY SOIL SURROUNDING ROOTBALL (SIDES AND BOTTOM) SET TREE BALL ON 6" HIGH COMPACTED MOUND WITH -I I ROOT FLARE AT OR SLIGHTLY ABOVE FINISH GRADE \ PROTECT TREE WITH RUBBER HOSE, OR SIMILAR (TYP.) #10 GAUGE WIRE (3) WOOD STAKES IF TREE IS o OVER 2-1/2" CAL.- SEE 12" SPECIFICATIONS MIN. 3" MULCH - FORM SAUCER REMOVE BURLAP, WIRE BASKET, AND ALL TWINE OR ROPE FROM TOP 1/3 OF ROOT BALL -I I II I PLANTING SOIL MIX, TREAT WITH MYCHORRIZAL INOCULANT DURING BACKFILLING NOTES 1. TREES WITH 2.5" CALIPER MUST HAVE A MINIMUM VOLUME OF 500 CF OF NEW PLANTING SOIL MIX AROUND THE ROOT BALL. 2. TREES WITH 3" CALIPER MUST HAVE A MINIMUM VOLUME OF 750 CF OF NEW PLANTING SOIL MIX AROUND THE ROOT BALL 3. CONTRACTOR TO CONFIRM PERCOLATION OF ALL PLANTING PITS PRIOR TO TREE INSTALLATION. IF PITS DO NOT PERCOLATE, INSTALL 4" PERFORATED UNDERDRAIN AT BOTTOM OF PIT AND CONNECT TO NEAREST DOWNSTREAM STORM CATCH BASI N/MAN HOLE. NOT TO SCALE SCARIFY SOIL SURROUNDING RC (SIDES AND BOTT 2 SHRUB ICI ANTING NOT TO SCALE GUY WIRES TIED AROUND STRONGEST TRUNK (3 WRAPS MIN.) PROTECT TRUNK WITH RUBBER HOSE, OR SIMILAR BURLAP TREE WRAP ALONG MAIN TRUNKS TO FIRST BRANCH (TYP.)- 12" SCARIFY SOIL SURROUNDING MIN ROOTBALL (SIDES AND BOTTOM) NOTE: PLANTINGS SHALL NOT BLOCK SITE LIGHTING NOTE: EXISTING PLANTINGS AND/OR PROPOSED PLANTINGS SHALL NOT BLOCK VIEW OF ANY SITE SIGN (TYP.) SITE NUMBER: 00000 LANDSCAPE NOTES BUILDING TYPE:GLOBAL NEXT GEN 30 1. CALL LOCAL UTILITY LOCATING AGENCY AND VERIFY ALL ASSET TYPE: FREESTANDING UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFORE YOU DIG CALL GOPHER STATE ONE CALL AT 1-800-XXX-XXX. ANY UTILITIES DISTURBED BY CLASSIFICATION: NEW CONSTRUCTION SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. OWNER: COMPANY/FRANCHISE 2. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL BASE VERSION: 2022 FIELD CONDITIONS SHOULD BE REPORTED TO THE CONSTRUCTION MANAGER IMMEDIATELY FOR RESOLUTION. UPGRADE CLASSIFICATION: 3. IN AREAS OF NEW TURF PLACE 4" MINIMUM TOPSOIL, FINE NEW BUILD GRADE & ESTABLISH TURF WITHIN SEED LIMIT LINES. PROJECT YEAR: 2024 4. PLACE SHREDDED HARDWOOD MULCH TO A 3" DEPTH IN ALL TREE, SHRUB AND GROUNDCOVER BEDS. COORDINATE COLOR DESIGN TYPE: GLOBAL W/ OWNER. DRAWING RELEASE: SPRING 2023 5. UNLESS OTHERWISE NOTED, TOPSOIL, FINE GRADE AND SEED ALL DISTURBED AREAS WITHIN THE SEEDING LIMIT SHOWN AND AREAS DISTURBED BY CONSTRUCTION. 6. REPAIR AND RESTORE ANY DAMAGE OUTSIDE OF LIMIT OF WORK LINE TO ORIGINAL CONDITION. 7. PROTECT ALL TREES AND EXISTING FEATURES TO REMAIN AS SPECIFIED. 8. ALL NURSERY STOCK SHALL BE TRUE TO TYPE AND NAME. ALL STOCK SHALL BE FIRST CLASS QUALITY WITH WELL DEVELOPED BRANCH SYSTEMS AND VIGOROUS HEALTHY ROOT SYSTEMS. ALL STOCK SHALL BE WELL FORMED AND THE TRUNKS OF TREES SHALL BE UNIFORM AND STRAIGHT. N 9. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PLANTINGS H AND IRRIGATION INSTALLATION AND CARE/OPERATION FOR THE 1 1 ENTIRE WARRANTY/MAINTENANCE PERIOD UNLESS CONTRACTED OTHERWISE. ENGINEERING 10. LANDSCAPE BEDS TO BE IRRIGATED WITH DRIP LINES AND ALL LAWN AREAS TO BE IRRIGATED WITH ROTOR HEADS. IRRIGATION LINES UNDER ASPHALT OR CONCRETE PAVEMENT TO BE IN A SCHEDULE 40 PVC SLEEVE 1" LARGER THAN THE OUTSIDE DIAMETER OF THE IRRIGATION LINE, BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. 11. CONTRACTOR RESPONSIBLE TO LOCATE SITE LIGHTING SERVICES. CONTRACTOR RESPONSIBLE TO NOTIFY CONSTRUCTION MANAGER IF DAMAGE TO LIGHTING ELECTRICAL DISTRIBUTION OCCURS. 12. UNLESS OTHERWISE SPECIFIED, ALL PERENNIALS, GRASSES *�` ' T ' ' , . AND GROUNDCOVERS SHALL BE GROWN IN THEIR CONTAINER 3" MULCH - FORM • ' ; , " • " , " � � SAUCER AROUND SHRUB • ^ , . , FOR ONE YEAR PRIOR TO INSTALLATION. TOP OF SHRUB ROOTBALL TO \ / ;*;* " " ` PROJECT TYPE: NEW BE PLANTED 1-2" HIGH WITH NOTE• CREATE LANDSCAPE /" " " " . * ' " GLOBAL NEXT GEN 30 SOIL MOUNDED UP TO TOP BERM TO REDUCE TOPSOIL ' V' , /" " " " " * I OF ROOTBALL HAUL OFF IF POSSIBLE �A • ' .' " ; ; , . PROPOSED FEATURE LEGEND: AA AA PLANTING MIXTURE w " , , • ' • T /� *" ' , ; , , . " • / 9" DEPTH SETTING LAYER * �' " " ' " " " " ; * "\ ; , . " • AAA ; \ SY BOL DESCRIPTION DETAIL OF 50% PLANTING MIXTURE , ' '/ * " ' " ' • ' / *' *' * * , " " , TILLED INTO EXISTING SOIL / . " " " " • ' " , . " ,, �ww AND COMPACTED / , . *" " , A. * * * * " \ / "" * " " " , , . " w * , . " * ." w* " , , ." " ,*\ PROPOSED DECIDUOUS TREE AAA..� ♦ " AAA AAA ,"" • •" w * " ", ' w " *, * ` " "• j* " /* * " PROPOSED CONIFEROUS TREE . �o w '. w A. MULCH/TOPSOIL BACKFILL " ; (. • " " , , ; , , UPROPOSED ORNAMENTAL TREE AA A AA AAA ROOTBALL AND TRUNK "-• " * , " • " ' " " " • " ; "AAAA AAA AA ` Y' * ' ; . " 'AA TREE STABILIZATION AND " "/ ' " " " * " • " * " '%T� /. , • ' AA • " " ' / PUN FERTILIZATION SYSTEM / � , "" * ' " , , " A. , , ' j / * • w " • , / / EXISTING TREE TO REMAIN NO SCALE „ * " * . , * , * \ * " " #10 GAUGE WIRE ''/;. •' ,;," ," "^ A;;" , / " , , • , " , , " " • , . LARGE SHRUB / SCREENING SHRUB 3 / L.1 -3" MULCH - FORM SAUCER a/"*'' ""*'" ."'" '""*/ 0 \ O '* "' �'" "�� / " A" " , .* " " . ' • " " ; , " // / / ^\ \ /" , ; " , ,* " • " / ACCENT PLANT / PERENNIAL 2 / L.1 r-(3) WOOD STEAKS 2"X4"X3" (M .), . / , ; * • • , * " ; " • � / / / \ \ \ .. " ' , ' ' / BURIED 3" BELOW FINISHED DE•/ " ' A. " ' ' • ' ' / \ \ I / , • " ' ' , , ' " / SMALL SHRUB / ORNIMENTAL GRASS -REMOVE BURLAP, WIRE BAS ET,,./,'", ,• "," ", ''* •" ", "* O / \\\ `w.'. *, *'* *, AND ALL TWINE OR ROPE ROM/ ' " " " • ' / \ \ '4r.r' 4 /' " . " • ' / / / MULCH \. 4\ ti\� / TOP 1/3OFROOTBAL ;"•"";'•"•w",�*;' / ,;; '"""/ ' / _.., , " SET TREE BALL ON 6 HIGH " , w • " , ti4 w... / ; , , a ' ' ;:` COMPACTED MOUND WITH - PLANTING SOIL MIX, T T AMTN , ; . " � " , " , " , , " , � ^ �/ ® /// �� '` gyp; �;;4 ` r+ , , * • ' " T w ; ' / / ® GROUNDCOVER 2 / L.1 ROOT FLARE AT OR SLIGHTLY - MYCHORRIZAL INOCU NT / . " , , " " • A -A�� �� , / , r • " , , ABOVE FINISH GRADE I- -I -I I DURING BACKFILLIN • " ^ ; * A " ' ; * • " �O • " " . " ^ ; ; . / 3' ROOTBALL (MIN.) NOTES 1. TREES WITH 2.5" CALIPER MUST HAVE A MINIMUM VOLUME OF 500 CF OF NEW PLANTING SOIL MIX AROUND THE ROOT BALL. 2. TREES WITH 3" CALIPER MUST HAVE A MINIMUM VOLUME OF 750 CF OF NEW PLANTING SOIL MIX AROUND THE ROOT BALL 3. CONTRACTOR TO CONFIRM PERCOLATION OF ALL PLANTING PITS PRIOR TO TREE INSTALLATION. IF PITS DO NOT PERCOLATE, INSTALL 4" PERFORATED UNDERDRAIN AT BOTTOM OF PIT AND CONNECT TO NEAREST DOWNSTREAM STORM CATCHBASIN/MANHOLE. ,'RU N K D L ,'A& _ NOT TO SCALE EXISTING TREE(S) TO REMAIN 8' METAL T-POSTS SHOULD BE 8' O.C., DRIVEN 2' MIN. INTO GROUND AT (OR OUTSIDE) TREE DRIP LINE. 4' MIN. HEIGHT. ORANGE PLASTIC SAFETY FENCING INSTALLED PER MANUFACTURER RECOMMENDATIONS (TYP.). SUPPLEMENT WITH SILT FENCE FABRIC AT PRUNING TRENCH AS REQUIRED. EXISTING GRADE TO BE DISTURBED NOTE: 1. ALL TREE PROTECTION SHALL BE INSTALLED BY THE CONTRACTOR AND APPROVED BY OWNER PRIOR TO COMMENCEMENT OF DEMOLITION AND NEW CONSTRUCTION. 2. TREE PROTECTION FENCING TO BE INSTALLED AROUND EDGE OF TREE DRIP LINE OR AS SHOWN ON LANDSCAPE PLAN. 3. PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 4. ROOT PRUNING METHOD 2 MONTHS MIN. PRIOR TO EXCAVATION AND CONSTRUCTION ACTIVITIES, HAND CUT ROOTS BY DIGGING A 18"-24" DEEP BY 8" WIDE TRENCH ALONG THE OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCTION AREA; MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK TO THE FULLEST EXTENT POSSIBLE, WITH THE ROOT PRUNING LINE PLACED AT THE EDGE OF CONSTRUCTION LIMITS. " • " " , " • " " , " * • ® * " "A " / SEASONAL COLOR �1 " 'A• " , , " "%/ W W W W TURF SEEDING / SOD •" ." Is' �/� , ,AA A, " / PROPOSED BED LINE / 5 / L1. " . ' , METAL EDGING " \ / O "" / PLANT TAG - REFERS TO TYPE AND NUMBER OF PLANTINGS A A ''",A. A. A A.. A. AAA A A A A. A A A A�A A A" , " " " ' "A " ' " " "� /: ' ". � " 'A ", " " " " 'AA " . " " / � NOTE: PERIMETER " " " • ' " " ' ' • • " " " "/ LANDSCAPING TO MEET ' " " " " JURISDICTIONAL REQUIREMENTS MAIN STREET •"' "" " ,. •" w" ., •",AA " " AA AAA- / FT. RIGHT-OF-WAY " "",." ,." "',A, " " A. ''�'"�" " ":'"" '",' ;"" --- LANES PLANT LIST: LAWN OR GROUND COVER * " " " " ' ' " ' " " • " , " " " ALUMINUM LANDSCAPE EDGING 1/8" X 4" " "�` ",`."A " AA ", " " " " " ' ", : " ^ " , " "/ ,"" ". "� FINISH GRADE 1/2" BELOW \ �.• ^ " ' " " "" " "A A , " • y TOP SURFACE OF EDGING " " " " " • " `""" " TOPSOIL, REFER TO SPECS AND / PLANTING PLAN FOR DEPTH I IIII 15" METAL STAKE MUST BE - - INSTALLED ON PLANTING BED - - SIDE OF EDGING - UNDISTURBED SOIL - i I - NOT TO SCALE EDGING DE-1 NORTH ImUrl LAi m L.jSCAr- SCALE: 1 " = 20' 0 10 20 40 SYM. BOTANICAL NAME COMMON NAME SIZE ROOT SPACING NOTES PERENNIALS GRASSES SHRUBS EVERGREEN SHRUBS DECIDUOUS TREES 0 00 1 7- L r Lo L.L Lo Q z 2� z0 Q J w �U U)z Q0 W 2 06 REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SHEET NAME LANDSCAPE PLAN SHEET NUMBER ■ PART 1 - GENERAL PART 4 - PAVING PART 5 - LANDSCAPING MATERIALS SITE NUMBER: 00000 0 N 0 z it w w Z cD z w 0 0 J M 'v -I Y i2 iv 3 U < M r- v N 0 N M I'_ 1.1 PROJECT RECORD DOCUMENTS A. Submit record documents indicating location and depth for water, sanitary sewer and storm sewer pipes, gas, and electric lines, and storm water detention (if required). Dimensions to be witnessed to the building corners. Locations shall be shown on a Site Plan Drawing with an accuracy of t1 foot horizontal and 3" vertical. Record plans should also indicate pipe material and joints used. 1.2 PERMITS AND INSPECTIONS A. All permits required by laws, ordinances and building codes having jurisdiction shall be obtained at the proper time by and at the expense of the Contractor. B. Contractor shall obtain all inspections required by all laws, ordinances and public authority having jurisdiction. 1.3 SHOP DRAWINGS A. Submit Shop Drawings for the following items: 1. Import fill, bedding and trench backfill. 2. Asphalt paving materials. 3. Sanitary sewer, water, storm sewer pipe materials. 4. Concrete mix design. 5. Stormwater detention materials (if required). B. Contractor shall obtain all inspections required by all laws, ordinances and public authority having jurisdiction and shall obtain certificates of such inspections and submit same to the Architect and shall pay all fees, charges, assessment and other expenses in connection therewith. C. Piping and equipment layout is schematic. Exact locations are determined by structural and other conditions. Design of system may not be changed. Only exact location of piping may be revised to suit construction condition and aid in coordination with work of other Contractors. D. The materials and equipment installed in the work shall meet the requirements of the Contract Documents and no materials or equipment shall be ordered until reviewed by the Engineer and/or Architect. E. When submitted for the Engineer and/or Architect's review, shop drawing shall bear the Contractors certification that they have reviewed, checked and approved the Shop Drawings, that they are in harmony with the requirements of the Project and with the provisions of the Contract Documents and that they have verified all field measurements and construction criteria, materials, catalog number and similar data. Contractor shall also certify that the work represented by the Shop Drawings is recommended by the Contractor and the Contractor's guarantee will fully apply. F. All Contractors submitting proposals for this Work shall be first examine the Site and all conditions therein. All proposals shall take into consideration all such conditions as may affect the Work under Contract. The submitting of a bid automatically implies that this examination of Site has been done. G. Contractor shall verify location of utilities and note conditions which would affect the Work. All discrepancies shall then be reported prior to construction. 1.4 TESTING SERVICES A. Testing services shall be performed by an independent testing agency selected by the General Contractor. Testing Agency Qualifications: 1. Approved by authorities having jurisdiction. 2. Agency whose primary business is materials and construction testing. 3. Objective, competent and independent from the Contractor performing the work to be inspected. 4. Having adequate equipment, periodically calibrated as required, to perform the special inspections. 5. Employing experienced personnel educated in conducting, supervising and evaluating special inspections similar in complexity to that required for the Project. B. Testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for verification of compliance with Contract Document requirements. C. General Contractor to coordinate and schedule the work of the independent testing agency. Notify the independent testing agency 48 hours prior to the expected time when testing services will be required. Establish schedule by advance discussion with the independent testing agency, determine the time required to perform tests and to issue findings. D. Testing Agency to provide the General Contractor's superintendent with a draft copy of the daily report prior to leaving the Project Site each day. Provide typed copies of testing agency reports, inspections, and certifications within 5 business days to the Architect/Engineer's Office and General Contractor's Office by email. 1.5 TESTING REQUIREMENTS A. Fine and Coarse Aggregates, Bedding and Backfilling Materials: 1. Sieve test to ensure compliance with the materials specifications. 2. Provide 1 test for each source of imported materials as directed by the Engineer. B. Soil Compaction: 1. Minimum Frequency of Testing: a. Within the Building Footprint: Four tests of subgrade for each layer of fill b. Outside a Building Footprint: One test per 2,500 square feet of subgrade for each layer of fill. c. Utility Trenches: One test for every 50 linear feet of trench length at each lift. d. Curb and Gutter: One test for every 100 linear feet. e. Pavement Sub rode Base Grade: One test for 9 every q eve 2 500 square feet for parking lot construction. One test at every driveway or curb cut location. 2. Predominately Granular Soils: a. Perform necessary laboratory and field testing required to verify compaction of fill, bedding, trench backfill and structure backfill in accordance with ASTM D 1557. b. Verify the compaction of the first 12 inches of the existing subgrade below structures, utility structures, paved areas, and areas to be filled in accordance with ASTM D1557. 3. Predominately Cohesive Soils: a. Perform necessary laboratory and field testing required to verify compaction of fill trench backfill and structure backfill in accordance with ASTM D698. b. Verify the compaction of the first 12 inches of the existing subgrade below structures, utility structures, paved areas, and areas to be filled in accordance with ASTM D698. 4. Place no additional fill in areas where compaction results do not meet Specification requirements. C. Bituminous Pavement Testing: 1. The Contractor shall have the testing agency's density technician and a density gage available whenever paving is occurring. This technician and gage shall monitor placement and compaction of asphalt to verify the maximum density possible is being achieved. 2. The testing agency shall take 1 core of new parking lot in a location to be determined by the General Contractor. The daily average in place density shall be 95.0% of the mixture's TMD or greater with a minimum density of 93% of TMD. Areas that are not compacted to the specified daily average will be evaluated by the GC and may either be removed or subject to a price reduction. 3. Thickness: In place compacted thickness tested in accordance with ASTM D3549. 4. Surface Smoothness: Test finished surface of each hot mix asphalt course for smoothness, using 10 foot straightedge applied parallel with and at right angles to centerline of paved area, or by measuring depths of bird baths immediately after a rain. 5. Workmanship: Finished Surfaces, Especially in High Visibility Areas: Smooth, free of cracks, raveling or spalling holes, rake or roller marks and depressions, or bird baths. Problem Areas Identified: Correct by removing, paving avin or reheating and re- rolling if possible. 6. Bird baths exceeding 1/4 inch deep and 10 sft shall be remedied by the Contractor. D. Concrete Testing: 1. Point of sampling and the method of securing the Samples to be determined by the independent testing agency in accordance with ASTM C172. 2. Perform 1 slump test in accordance with ASTM C143 for each truckload of concrete. 3. Perform 1 air -entraining test in accordance with ASTM C231 or C173 for each truckload of concrete. 4. Test the concrete unit weight in accordance with ASTM C138 or C567, as applicable. 5. Test the air content and fresh concrete temperature of each set of concrete cylinders. a. Concrete Cylinder Testing to be in accordance with ASTM C31 and C39. Perform one test for each 150 cubic yards (or fraction thereof) of each class of concrete placed each day. b. Concrete Cylinder shall consist of 4 inch standard cylinders. c. Test one of the cylinders at 7 days and second cylinders at 28 days. Save third cylinder as a spare if needed. d. Acceptance and evaluation of the concrete shall be based on ACI 301. 6. Workmanship: Finished surface free of cracks, stone holes, chips, footprints, graffiti, animal tracks or bird baths. PART 2 - EARTHWORK 2.1 Imported Fill, Bedding, and Trench Backfill A. Imported Fill: 1. Exclusive of rubble of gray or blue clay, peat, organic matter, frozen lumps, stone due, limestone, or slag. 2. Have a moisture content such that material is capable of being compacted to 95% maximum density. 3. Grading requirements: Sieve Size Total % Passing 3/8 inch 100% #4 50 - 100% #100 B. Imported Pavement Aggregate: 1. DOT approved supplier and material. 2. 90% minimum crushed material. 3. Slag not allowed. 4. Grading requirements: Sieve Size Total % Passing 3/4 inch 100% 1/2 inch #8 20 - 45% #200 4 - 8% C.Imported drainage stone: 1. DOT approved supplier and material. 2. Grading requirements: Sieve Size Total % Passina 1/2 inch 100% 3/8 inch 90 - 100% #8 0 - 5% #200 < 30% D. Imported bedding and trench backfill: 1. Exclusive of rubble of gray or blue clay, peat, organic matter, frozen lumps, stone due, limestone, or slag. 2. Have a moisture content such that material is capable of being compacted to 95% maximum density. 3. Grading requirements. Sieve Size Total % Passing 3/8 inch 100% #4 50 - 100% #100 E. Native material used as fill, bedding, or trench backfill. 1. Exclusive of rubble of gray or blue clay, peat, organic matter, frozen lumps, stone due, limestone, or slag. 2. Have a moisture content such that material is capable of being compacted to 95% maximum density. 3. No rocks or lumps over 2 inch in greatest dimension. F. Imported Soil: 1. Topsoil shall consist of friable surface soil reasonably free of grass, roots, weeds, sticks, stones, or other foreign materials. 2. The topsoil shall consist of sandy loam, with soil particles within the following percentages: clay; 0-25; silt; 25-50; sand; 50-70; decomposed organic matter; 5-10. 3. The clay content is optional. 4. The soil shall have a soil acidity range between a pH 5.0 to pH 7.0. The soil salinity shall not exceed 3 millimhos per centimeter at 25oC (as described by USDA Circular No. 982). PART 3 - UTILITIES 3.1 WATER SERVICE MATERIALS A. Pipe: Copper: 1. B 88, Type K, soft -temper. 2. Lay water service below local frost depth (if applicable). 3.2 STORM SEWER PIPE MATERIALS A. Concrete Pipe (RCP): 1. Reinforced concrete: ASTM C76, Class III (unless otherwise indicated on Drawings). 2. Manufacturers: DOT approved manufacturer. 3. Joints: Rubber gasket, ASTM C443. B. PVC Profile (corrugated PVC): 1. PVC ASTM F949 and F794. 2. Manufacturers: Contec, A-2000; or approved equal. 3. Joints: ASTM F477 double gasket, ASTM D3212. C. PVC Closed Profile: 1. PVC ASTM F1804. 2. Manufacturers: Vylon pipe; or approved equal. 3. Joints: ASTM F477 gasket, ASTM D3212. D. Corrugated Polyethylene (HDPE): 1. Pipe shall have smooth interior, annular exterior corrugations, per AASHTO M294, Type S. 2. Virgin pipe resin, cell classification 424420C or 435400C per ASTM D3350. 3. Joints shall be water tight per ASTM D3212 and ASTM F1417. 4. Gaskets shall be polyisoprene per ASTM F477. 5. Fittings shall conform to ASTM F2306 N-12 Mega Green WT 1 B. 6. Manufacturers: Advanced Drainage Systems, Inc.; or Hancor-Blue seal WT 1 B. E. Aluminized Steel, Type 2 (Aluminum): 1. Aluminized Steel, Type 2 (Aluminum): 2. Aluminum material ASTM A929, ASTM B745, ASTM B790. 3. 16 gage (18 to 30 inch diameter); Asphalt -coated. 4. Manufacturers: CONTEC ULTRA FLOW; or approved equal. 5. Joints: Bell and spigot, gasketed joint, QUICK STAB. F. Transition Fittings: 1. Duplex adapter and ring similar to Certainteed Catalog No. 58433 or approved equal. 2. Rubber or elastomeric sleeve and stainless steel band assembly fabricated to match outside diameters of pipes to be joined. Sleeves for cast iron pipe shall conform to ASTM C564. Sleeves for PVC pipe shall conform to ASTM C443. 3.3 SANITARY SEWER PIPE A. Polyvinyl Chloride (PVC), Schedule 40 in conformance with ASTM D1785. Pipe joints shall be the same as the sewer. Service lead connections shall incorporate the use of "wye" branches. Tee branches are not permitted for onsite service leads. B. Cleanouts: Provide cast iron ferrule and countersunk brass cleanout plug, with round cast iron access frame and heavy duty, secured, scoriated cast iron cover. Pipe to be schedule 40 PVC. 3.4 MANHOLES A. Precast Concrete reinforced concrete in conformance with ASTM C478. Joints shall be rubber gasket per ASTM C443. Base Section: 6-inch minimum thickness for floor slab and 5-inch minimum thickness for walls and base riser section. Base section may be separate or integral with side walls. Riser Sections to be 5-inch minimum wall thickness, minimum 48-inch diameter, and lengths to provide depth indicated. Top Section to be eccentric cone type, unless concentric cone or flat top is indicated. Top of cone to match grade ring diameter. Grade Rings to be minimum thickness of 4 inches with minimum 24-inch internal diameter to match frame and cover. Steps to be modular iron reinforced propylene or aluminum and integrally cast into base, riser, and top sections sidewall at intervals in conformance with OSHA requirements. Frames and Covers to be ASTM A48-83, Class 35, heavy-duty, grey iron, 24-inch inside diameter by 7 to 9 inch riser with 4-inch minimum width flange, in compliance with local agency requirements or as indicated on Drawings. 3.5 CATCH BASIN AND CURB INLETS A. Precast reinforced concrete shall conform to the requirements specified for manholes, depth as indicated on Drawings. 4.1 ASPHALT MATERIALS A. Supplied by a DOT Approved supplier. B. All mixtures to be: 1. DOT approved mix designs for 20-year, 300,000 ESAL's (equivalent single axle load) design. 2. Utilize a minimum of 50% crushed stone. 3. Aggregate gradation requirements: Sieve Size Total % Passing 3/4 inch 100% 1/2 inch 3/8 inch #4 45 - 80% #8 #16 #30 #50 #100 #200 3 - 6% 4. Air voids modified to 4% using regression for light traffic applications (if necessary). 5. Asphalt Cement: 5.5% to 6.5%. 6. PG: DOT approved for geographic region of project 7. Reclaimed Asphalt Pavement (RAP) as percent of total weight of the mixture: a. HMA Base: Maximum 35%. State DOT blending requirements; AASHTO M323. b. HMA Binder/Leveling: Maximum 25%. Use virgin binder one grade softer, for both high and low temperature, than specified if RAP greater than 20%. c. HMA Surface: Maximum 20%. No change in binder selection. d. HMA Mixtures with Polymer Asphalt: Maximum 10%. e. Greater than 25% RAP or Combination: Use virgin asphalt binder grade in accordance with State DOT blending requirements and AASHTO M 323. 8. Bond Coat: RS-2. 4.2 CONCRETE MATERIALS A. Concrete: Ready Mix Concrete conforming to ASTM C-94. 1. Design mix to project normal -weight concrete consisting of Portland cement, aggregate, air entraining admixture and water to produce the following properties: 2. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated. 3. Air Content: 6 percent f1 percent. 4. Slump 1-4 inch maximum. 5. Water/cement Ratio: 0.5 maximum. B. Portland Cement: ASTM C 150, Type I.: Use same brand of cement throughout project. C. Fly Ash: ASTM C618, Type F. D. Aggregates: Grade aggregates according to ASTM C136 Class M, Exposure 4: 1. Coarse aggregate ASTM C33-55, Number 57. 2. Fine aggregate ASTM C33. E. Water: Potable. F. Admixtures: 1. Air Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. 2. Calcium Chloride: Do not use calcium chloride in concrete. Do not use admixtures containing calcium chloride in concrete mixes. G. Fiber: 1. Polypropylene, ASTM C1116 Type III. 2. Fiber mesh 300 e3, or equal. 3. Graded Length (3/4" - 2 1/2"). 4. 1.5 Ibs per cubic yard in dumpster pad slab area. H. Expansion Joint Materials: Joint Filler: Shall be a preformed fiber joint material composed of blended, bonded, flexible and waterproof fiber meeting the requirements of AASHTO M213, or approved equal. I. Liquid -Membrane Forming Curing Compound: Complying with ASTM C 309, Type I, Class A. Moisture loss not more than 0.055 gr./sq. cm. when applied at 200 square feet per gallon. Color shall be Clear or White. J. Bonding Compound: Acrylic base, rewettable type. 1. Dayton Superior; Product - Superior Concrete Bonder (J-41). 2. Euclid Chemical; Product - Euco-Weld. 3. L & M Chemicals; Product - Everweld. K. Joint Sealant Materials: Joint sealant shall be a gray elastomeric silicone or polyurethane sealant designed for concrete expansion and control joints conforming to ASTM C920, or approved equal. L. Concrete Sealer: 'Scofield' cementone clear sealer. Apply per manufacturer's recommendations. M. Optional Concrete Color Hardener: 'Scofield' Lithochrome, A33 "Classic Grey", apply per manufacturer's recommendations. 4.3 PAVEMENT MARKINGS H. Marking paint shall meet Federal Specification GSA-FSSTT-P-115E Type 1. I. Size and Color: 4-inch width, white, yellow, blue or other color depending on intended use. Color as indicated on the Drawings. J. Traffic paint shall be spray type for stripe marking. Contractor may use one of the following: 1. Repcolite 47610 Traffic Marking Paint: - white and 47660 Traffic Marking Paint - yellow. 2. Sherwin Williams - Setfast Low VOC Acrylic Traffic Marking Paint TM 5623 (White), TM 5627 (Yellow). 3. See site plan and details for specific colors for different elements. K. Thermoplastic Marking system: 90 mil thickness (minimum), continuous heat applied, double drop reflective media, 3M (or approved equal) All Weather. 4.4 ADA TRUNCATED DOMES A.Install at all sidewalk ramps in public right of way, or as required by municipality. Materials shall comply with current ADA accessibility guidelines specifications. PY Y 9 P B. Approved manufacturers: 1. Armor -tile vitrified polymer composite (VPC). 2. East Jordan Iron Works (EJIW), Series 7005 cast-iron warning plate. Color: Brick Red Federal Color No. 22144. 3. ADA Solutions, Inc. tactile warning surface, glass and carbons reinforced composite. 4. Duralast, detectable warning, cast iron plates. 5.1 Plant Materials: Certified by state Department of Agriculture, described by ANSI Z60.1 and free of disease or hazardous insects. Nursery stock shall meet the USA Standards of Nursery Stock (USA Standard Z60.1, latest edition) as published by the American Association of Nurserymen. 5.2 MISCELLANEOUS LANDSCAPE MATERIALS A. Slow Release Fertilizer for Trees and Shrubs: Slow release plant food tablets with a guaranteed analysis of 14-3-3, 17 grams with a 2 to 3 year duration, Woodace Briquets as manufactured by Vigoro Industries, Fairview Heights, IL, or approved equal. Install at rate of 6 tablets per 1-inch caliper of trunk. Install for shrubs per manufacturer's recommendations. B. Wrapping Materials: Burlap or arboricultural tree wrapping paper of 40-pound weight or greater with crepe surface. Wrap shall be secured with twine or weather -tolerant tape or equal as approved by Civil Engineer. C. Stakes: New 2 inch by 2-inch hardwood lumber stakes, cedar or galvanized steel posts, 6 feet in length minimum, pointed end. Only 1 type, wood or metal, shall be used. D. Tree Supports: Noncorrosive, of sufficient strength to withstand wind pressure and resultant movement of plant life, minimum 12-gauge wire or flexible 2 to 3-inch-wide nylon or plastic straps. E. Plant Protectors: Rubber sleeves of suitable length over cable to protect plant stems, trunks, and branches to be 1/2 inch inside diameter reinforced rubber hose. All sleeves shall be uniform in color. F. Anti -Desiccant: An emulsion, which provides a protective film over plant surfaces, sufficiently permeable to permit transpiration. Delivered in containers of the manufacturer; they must be mixed in accordance with his directions. "Dow Wax" by Dow Chemical Company, and Wilt Proof by Nursery Specialty Products, Inc., Groton Falls, New York, or approved equals acceptable. G. Tree, Shrub, and Parking Lot Island Mulch: Mulch shall be double shredded, non -dyed, hardwood free from deleterious materials and fine dust, suitable for top dressing of trees, shrubs, or plants. Shredded redwood bark (gorilla hair) or other materials susceptible to igniting shall not be used. P 9 9 H. Weed Barrier Fabric: Polypropylene or of ester eotextile separation fabric 3 polyester 9 P oz./sq. yd. (101 g/sq. m) minimum, composed of fibers formed into a stable network so that fibers retain their relative position. Fabric shall be inert to biological degradation and resist naturally encountered chemicals, alkalis, and acids. I. Pre -Emergent Herbicide (Selective and Nonselective): Effective for controlling the germination or growth of weeds within planted areas at the soil level directly below the mulch layer. J. Post -Emergent Herbicide (Selective and Nonselective): Effective for controlling weed growth that has already germinated. 5.3 MAINTENANCE A. Maintenance shall be the responsibility of the Contractor throughout the warranty period until Final Acceptance. 1. Final Acceptance for Plantings: Certificate of Final Acceptance shall be executed after landscape plantings are reviewed by the Construction Manager, Civil Engineer, and Owner, one year from Substantial Completion, and have determined that the maintenance and warranty requirements have been satisfactorily performed. Following Final Acceptance, maintenance will be considered the responsibility of the Owner. 2. Maintenance by the Contractor shall include: a. Supplying necessary labor and equipment. b. Performing necessary watering, cultivation, weeding, pruning, wound dressing, disease and insect pest control, protective spraying, replacement of unacceptable material, straightening plants that lean or sag, adjustment of plants that settle or are planted too low, and any other procedure consistent with good horticultural practice necessary to insure normal, vigorous, and healthy growth of all Work under this Contract. c. Visits to perform the foregoing Work shall be as necessary as the weather may require. d. d) Disease and Insect Pest Control: Inspect all plant materials as necessary to locate any disease or insect pest infestations. Upon the discovery of any disease or insect pest infestation, identify, or have identified, the nature or species of the infestation and submit the proposed method of control to the Construction Manager for approval prior to application of control measures. e. Removal of all support stakes and wrapping. 5.4 WARRANTY A. Warranty all plant materials against defects, including unsatisfactory growth and death. This warranty does not include plantings damaged by others, or unusual phenomena or incidents that are beyond the Contractor's control. 1. At the end of the warranty period, all plants shall be alive and growing in a healthy, vigorous manner. 2. The Owner reserves the right to reject any plant materials that have lost major mature branches prior to final acceptance; and, therefore, no longer meet the specifications for quality as specified. PART 6 - ELECTRICAL 6.1 COMMON WORK RESULTS FOR ELECTRICAL A. Provide all materials and equipment and perform all labor required to install new complete electrical system as indicated on Drawings, as required by code and as specified herein. 1. Temporary service as required. 2. Primary distribution by electric company. 3. Secondary service and metering installation by contractor. 4. Telephone system conduit and cables as shown on the drawings. 5. Exterior lighting fixtures and lamps, installation and wiring. B. This Contractor shall furnish all labor, materials and equipment necessary to install all of the 208/120-volt electrical service from the utility company transformer to the service entrance equipment, including cables, conduit, pull wire, and ground rod and sleeve. contractor shall coordinate installation of the main electrical disconnect with this Work. C. Electrical equipment furnished by other trades or by this Contractor and specified in or indicated on Contract Documents shall be installed and connected by this Contractor, except as otherwise noted. Provide branch circuit connections to electrically operated equipment furnished by others as specified in or indicated on the Contract Documents. Temporary wiring for other Contractors shall be furnished and installed by this Contractor who shall be entirely responsible for the safe and satisfactory operation of said temporary wiring. Comply with latest requirements of Occupational Safety and Health Act (OSHA). Provide personnel ground fault protection on all temporary power and lighting circuits 30 amperes or less. Ground fault circuit interrupters on construction circuits are not required where circuit is a permanent circuit to be a part of the completed building. However, Contractor shall provide approved cord sets incorporating GFCI protection for personnel. Refer to the National Electrical Code (NEC). D. All Work shall be done in accordance with: 1. NEC. 2. Codes: state, city and county building codes and ordinances. 3. National board of fire underwriters. 4. Certain codes and standards as set up by various technical societies such as UL, NEMA, 5. NECA, IEEE, ASTM, IES, IPCEA, and ANSI. 6. This Work shall be governed also by local inspector's requirements. 7. Federal occupational safety and health act standards. 8. Americans with Disabilities Act. E. All permits required b laws ordinances and building codes having jurisdiction shall P q Y 9 9 J be obtained at proper time by and at the expense of this Contractor. F. All electrical work shall be inspected by the governmental agency having jurisdiction, including local inspection authorities. G.Owner reserves the right to direct removal and replacement of any item which do not present an orderly or reasonably neat or workmanlike appearance, provided that such item can be properly installed in such orderly way by methods usual in such work. additionally, owner will direct removal and replacement of any item which does not comply with Contract Drawings or Specifications. such removals or replacements shall be at the sole discretion of the Owner and shall be done by Contractor, at the Contractor's expense, when so directed in writing by the Owner. H. Electrical Contractor shall guarantee his workmanship and material for a period of one year from date of substantial completion and leave his work in perfect order at completion. I. Should defects develop within guarantee period, this contractor shall, upon notice of same, remedy defects and have damages to other work or furnishings caused by defects or work or correcting some repaired and/or replaced at his expense to condition before such damage. J. Within 90 days after the date of system acceptance, record drawings of the actual installation shall be provided to the building Owner. record Drawings shall include as a minimum the location and rating of each piece of equipment, general configuration of wire and conduits including sizes and routing, etc. 6.2 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES A. Conductors shall be copper. unless noted otherwise on the drawings, the minimum copper wire sizes for wet and dry areas as defined by the NEC shall be as follows: 1.20 AMP CKT BKR OR FUSE = #12 AWG, THHN/THWN. 2.30 AMP CKT BKR OR FUSE = #10 AWG, THHN/THWN. 3. 40 AMP CKT BKR OR FUSE = #8 AWG, THHN/THWN. 4. 50 AMP CKT BKR OR FUSE = #8 AWG, THHN/THWN. 5.100 AMP CKT BKR OR FUSE = #3 AWG, THHN/THWN. 6.125 AMP CKT BKR OR FUSE = #1 AWG, THHN/THWN. 7.200 AMP CKT BKR OR FUSE = #3/0 AWG, THHN/THWN. B. The following color code shall be used: 208/120 Volt Phase A Black Phase B Red Phase C Blue Neutral White Ground Green Isolated Ground Green/Yellow Tracer 6.3 RACEWAYS AND BOXES A. Raceway and enclosure sizes shall be as shown on drawings or, if not shown, shall be sized to comply with NEC fill requirements for conductors enclosed. B. Pull or junction boxes shall be provided in all raceway systems at maximum of 100-foot intervals and where required to avoid excessive number of bends, to facilitate wire pulling or to provide access to raceway system. C. PVC schedule 80 conduit with rigid galvanized steel elbows may be used under floor slab. minimum conduit size shall be 3/4". D. PVC conduit used under floor slabs shall have rigid galvanized steel ells and metallic conduit above floor slab. 6.4 ELECTRICAL SERVICE AND METERING A. Metering equipment shall be furnished by electrical utility company and installed by this Contractor. coordinate with electric company. equipment shall be installed as indicated in one -line diagram on the Drawings. 6.5 IT INSTALLATION A. The Contractor is responsible for reviewing and understanding Wendy's requirements and forms to ensure a timely installation of it equipment. the contractor shall complete, sign, and return the it readiness form as required. B. The following are the Site readiness minimum requirements: 1. The installation of all kitchen equipment is complete. 2. The building has permanent power. 3. All isolated ground (IG receptacles) are installed and energized. 4. The front counters are complete and energized. 5. Interior walls are completed for kiosks. electrical equip is installed and operational. 6. Electrical is installed and energized and walls are completed and ready for queuing boards. 7. Drive-thru loops are installed to HME's specifications. 8. Bun warmers are installed. 9. MWS cart is onsite. 10. HME loops (drive thru loops) are visible. PART 7 - SOIL EROSION AND SEDIMENTATION 6.1 SOIL EROSION AND SEDIMENTATION CONTROL MATERIALS A. Stabilized Construction Entrance: 1. Stabilize a pad of clean crushed stone located at points where traffic will be accessing a construction site. Minimize construction access points to locations as indicated on the Drawings. 2. Stone Size - Use ASTM C33, size No. 2 (2-1/2-inch to 1-1/2-inch) or 3 (2 inch to 1 inch). Use clean crushed angular stone. Crushed concrete of similar size may be substituted but will require more frequent upgrading and maintenance. 3. Place on woven geotextile fabric if underlying soils are soft. TerraTex GS, or equal. 4. Thickness: Not less than 6 inches. 5. Width: Not less than full width of points of ingress or egress or a minimum of 20 feet. 6. Length: 50 feet minimum where the soils are course grained (sands or gravels) or 100 feet minimum where soils are fine grained (clays or silts), except where the traveled length is less than 50-feet or 100 feet respectively. These lengths may be increased where field conditions dictate. Stormwater from up -slope areas shall be diverted away from the stabilized pad where the slope of the access road exceeds 5%, a stabilized base of Hot Mix Asphalt Base Course. B. Mulch Blanket: 1. 4H:1V: Straw; North American Green S-75; LANDLOK S1; or equal 2.3H:1V: Straw; North American Green S-150; LANDLOK S2; or equal. 3. North American Green Bio-Stake blanket pins at least 6 inches long or equal. 4. Steel anchoring pins are not allowed without written permission of the Engineer. C. Hydro -Mulch: 1. Biodegradable, Hydraulic Mulch (HM) composed of 100% recycled cellulose fibers and a tackifier. 2. Terra -Mulch Cellulose with Tacking Agent 3. 3. 30 Ibs/acre. D. Silt Guard: 1. Above Ground Filters: a. Frame and Filter Assembly: Silt Saver, Inc.; or equal. b. Nonwoven polypropylene filter with needle punched holes. c. High density polyethylene frame. d. 60-inch frame, high flow filter. e. Filter Material: 120 gpm/sft (min). f. Apparent Opening Size (AOS): 40 US Std. Sieve. g. Tensile Strength (ASTM D4632): 410/300 (min). 2. Inlet Protection (Catch Basins): a. Siltsak; by ACF Environmental, Inlet Pro Sediment Bag High Flow; by Hanes Geo Components; or equal. b. Geotextile fabric silt sump. c. Grab tensile strength: 250 to 275 pounds in accordance with ASTM D4632 (min). d. Zero gallons per minute per square foot (GPM/SF), water flow rate in accordance with ASTM D4491 (min). e. Apparent Opening Size (AOS): 40 US Sieve. f. Manufactured to meet size of inlet. E. Dewatering Filter Bags: 1. Ultratech International, Inc.: Ultra Dewatering Bag, SedCatch dewatering Bag; or equal. 2. Manufactured with pump pipe connection sized to match pump hose. 3. Nonwoven Geotextile, Needle Punched Polypropylene, 8 oz/syd (min). 4. Grab Tensile: 205 pounds in accordance with ASTM D4632 (min). 5. Flow Rate: 90 gpm/sft in accordance with ASTM D4491 (min). 6. Apparent Opening Size (AOS): 80 US Sieve. F. Geotextile Silt Fence: 1. Synthetic Industries, Terra TexSF-90, 2. Woven, high strength polypropylene. 3. Grab Tensile Strength: 124/101 Ibs (min) in accordance with ASTM D4632 (min). 4. Apparent Opening Size (AOS): 30 US sieve (max) in accordance with ASTM D4751 (max). 5. Water Flow Rate: 10gpm/sft (min) in accordance with ASTM D4491 (min). 6. Wood Stakes, Hardwood: 1.5-inch x 1.5-inch x 48-inch (min), 6 foot spacing (max) with 3/8-inch thick lath fastening bar. BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 VA REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: 0 00 m � r N_ LO L.L LO Q Z 2i z0 Q J = LLJ � U F___Z v! Q0 LU 2 SHEET NAME CIVIL SPECIFICATIONS SHEET NUMBER CSPI No OMAN (#WA )k - Abe A c 01 .s.,*m� -„�' �•�+'+.bs ,� �y F` � - _ 3 u Fy �y��� f ask -'"k4 e'!S,.r� ;i<.. « " ` :fi't>•'' `v s;"#, r x :, ^.. ;, Al y:-�r,3 `" 7$"s ,i' 4 ,, s•— '�+r'�`�r- ., L� a _ a �+�as+ .. ._,_.. ... ,,. .. . ::. '- �<-s-.. ; �. t v i k:. • '�' _. ,,.....� .-.:. ..... �� ., ....F_ .-_.:. v". S �w. ✓. _ y�A .t � xr _ ...g. 'kA .,, r .. r ._v. .. , .: .:' ... _>.. . J } :.: _.,.... ,-... :..,: ..x .:. ....... .r ,�.. F` °�, ; 4 3 _ .' .�'. :., ,. .. . . t': � _ r ;...... .. �.... _... ,...,.. ...._ ..s... W' -t#,:. ,}t,*i• ,�lryy.- '�h 'j. s � L � 1 �1♦ MA A- T SIGN PACKAGE 41 1111 Wendy's Site #14639 1415EMain St. Cushing, OK 74023 APPROVAL: DATE: CustomFull Service Sign Company Genter, Inc. 3200 Valleyview Drive Columbus, OH 43204 PH: 614-279-6700 FX: 614-279-7525 Rf1 1 0 WEN 14639 1415 E Main St. Cushing REV 0 Michael A. Patrick B. 8/12/24 MEET & MATCH EXISTING (TYP) CONST. 54 L.F. S° CURB & PROP. 2 " DOMESTIC WATER METER MEET&MATCH GUTTER EXISTING (TYP) BM #1 CONTRACTOR TO CONFIRM —_ OWNEROFEX. WATERMETER �__ ____—___ — _ TO DETERMINE TO BE— UTILIZEDFORIRRIGATION PR P.4"PAINTED I— O I� _ _-_+-- -- — EMEN I - 1 PROP. FIRE HYDRANT E. Main SITee[ —ten MATCH. EX. n� MATERIAL Ti —-- 5 \ ` PROP. PRE-SALE.6" DOUBLE MERCHDSER3' }y, BOARD, BEESHIEET PAINTED PAVEMENT HGEm nr,H„g C7.04 FOR DETAILS Ryp, ISTRIPE (TYP.) I (^ PROP. PIVOTING Q HEIGHT RESTRICTION F I BAR, SEE ARCH. PLANS I I FOR DETAILS �S " ` 10 I PROP. PIVOTING CANOPY o y AND DIGITAL ORDER 10' CO1� NFIRMATION BOARD, SEE SHEET C7.04 FOR .1 ) DETAILS _ PA PROP. pDA RAMP I I / I II I I� aw'+h n„„yl (MAW 88°1396 2481 \ PROP. DUMPSTER ENCLOSURE MEET & MATCH WITH HOSE BIB REF ER TO SHEET — ----- C7.03 FOR DETAILS. CONTRACTOR ���r.--I'S'I SHALL ENSURE THAT HOSE BIB IS PROP. PA MOUNTE INSTALLED BEHIND BOLLARDS. TRANSFORMER EX. LIGHTPOLE TO REMAIN AND BE PROTECTED PROP. LIGHT POLE REFER TO ELECTRICAL PLANS FOR BASE DETAIL 1�89�07'99' m4.69 (TYP) MEET & MATCH EXISTING (TYP) \ TR CUR Y 0 — 0°$APE RS A I FYLGNSIGN"I � ` �„ I BM #2 IIII MEET & MATCH EXISTING i D�DICATED wu O LLARD D LIVERY,SIGN Q. 9, )1 1j, 561°Jl'I6"E 140.00' 2' I I TAPEPo CUR PROP. LIGHT POLE 0"$° REFER TO ELECTRICAL F PLANS FOR BASE DETAIL M GS, & 5.5 i = (TYP) SIGN (TYP.) SEE I O DETAIL C7.05W NNDY'S I° I M, GL2111111111 ( PROP. FFE 93610 BAFETY 1 PROP' (RAILING BOLLARD 1 ER CURB ' RYJ 0%- --9 _--- OHE 49.92 (auv.w h PROP. CONCRETE MEET & MATCH ----------------DRIVETHRU LANE—__ __—_—_—_ EXISTING UP) )ISE PROP.OFFIC _ — —_ RATED GREASE Wendy's Site #14639 1415EMain St. Cushing, OK 74023 SCALE: 1" = 50' SIGN KEY 0 Pylon Sign Channel Letters Channel Letters ® Channel Letters a QIOR-PVC © MADE FRESH -PVC �I DELIVERY PICK -UP -PVC F1 Door Vinyl 8'-6" Window Canopy Drive-Thru Canopy Single Clearance Pole Q Delivery Order NORTH ELEVATION SCALE 3/32"=1'-0" SOUTH ELEVATION SCALE 3/32"=1'-0" EAST ELEVATION • 1 z' o" 1U0601-IA-WP141-LED 5'-10 1 /2" 5" AL CAMEOS MOUNT 8" ABOVE 4-2 1/2 SIGN CABINET 00 M M 101-811 0 SIGN CABINETS AL CLASSIC BRONZE 3 LINES 41-211 OF 8 •• N CHANGEABLE COPY 0 N 14'-2" ENTIRE POLE COVER CLASSIC BRONZE ALL WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD L �$ 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E 122574 THELOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. DESIGN CRITERIA: 120 MPH WIND LOAD SOIL COMPACTNESS = 2,000 PSF 1 1/2" x 1 1/2" x 3/16" CONCRETE FOUNDATION - 3,000 PSI - 5 BAG, 28 DAY MIN. ALUMINUM ANGLE .063 AL CLADDING 12'-0" 1/4"-20 BOLTS TYP ATTACH CAMEO LOGO FRAME THRU BOLT TO TOP 1/2" STEEL PLATE LED ILLUMINATED 5/8" GRADE AlBOLTS CHANNEL( 1/2" STEEL PLATE N v W O N o n o4a oqa oqa oqa Ba Ba o Ba oqa o Ba oqa o�Q 4a oqa` eg4a Ba BaE a qe oqa` qe oqa` DISCONNECT SWITCH LED POWER SUPPLY (Cameo's) 6.625" O.D.X .432" WALL STEEL POLE LED LAMP QTY (12) 72" GRADE A 5/8" BOLTS QTY (4) DISCONNECT SWITCH 6" X 6" X .375" WALL STEEL TUBE LED LAMP QTY (12) 48" GRADE A 5/8" BOLTS QTY (4) WEATHERPROOF CIRCUIT TO SIGN (BY OTHERS) CONCRETE FOOTER 10"X10"X.5" WALL STEEL TUBE U0601-IA-WP141-LED 6.625" O.D. X.432 WALL STEEL PIPE 1/2" STEEL PLATE 4" O.D. X .226 WALL 4 f STEEL PIPE 1R" STEEL PLATE 5/B" GRADE B BOLTS 4 (4) REQ'D 3/4"STEEL PLATE TIGHT FIT ALL AROUND PLUG WELD (4) PLACES 6" X .375" WALL STEEL TUBE 6" x .375" WALL STEEL TUBE 1/2"STEEL PLATE _ 4"O.D. X.226 WALL STEEL PIPE 11" STEEL PLATE LEVELING NUTS (NO MORE THAN 1" SPACE) 5/8' GRADE 8 BOLTS (4) REQ'D STEEL PLATE TIGHT FIT ALL AROUND PLUG WELD 14) PLACES 10" X .5" WALL STEEL TUBE SCALE 3/16"=1'-0" 3-0"� ELECTRICAL REQUIREMENTS (1) ELECTRONIC LED POWER SUPPLY (.63 AMPS EA) o� D (12) 72" LED LAMPS, 38W EACH 6 5/8" 6 5/8" (12) 48" LED LAMPS, 21 W EACH 11 1/2" Hal0 0 (1) 30 AMP CIRCUIT REQUIRED �- 16 16 (Qty 2) 6 5/8" PIPE PLATE (Qty 2) 6" TUBE PLATE FOR THE INSIDE FOR THE INSIDE TOP & BOTTOM TOP & BOTTOM (Qty 1) 10" TUBE PLATE OF THE TOP SIGN OF THE TOP SIGN FOR THE OUTSIDE CABINET CABINET BOTTOM OF THE CABINET 1/2" THICK STEEL MOUNTING PLATES SCALE 1/2"=1'-0" CUSTOM SIGN CENTER, INC. 3200 VALLEYVIEW DR. COLUMBUS, OHIO 43204 800-522-2934 U1201-IA-52NR-CAMEO SELF-CONTAINED Self Contained Mounting Details 56 1 /4" ® 214" STEEL STUDS 16" O/C LETTERS AND CAMEO MOUNT 1/2" COX PLYWOOD WITH 1/4" X 3" HEX HEAD DRIVE STUCCO SCREWS (3 CONNECTIONS PER LETTER MINIMUM) DISCONNECT SWITCH FORMED POLYCARBONATE FACES AND RETURNS rV 12 VOLT ELECTRONIC WHITE L.E.D. ILLUMINATION POWER SUPPLY MOUNTED (QTY.38) PERMLIGHT WITHIN WIRING BOX LEA'S PART# PIPS 851OW65 WIRING COMPARTMENT GROUNDING AND BONDING EXISTING OR BY OF SIGN CABINET OWNER 12 GAUGE,120 VOLT PRIMARY WIRING WITHIN STEEL CONDUIT. (QTY I) DEDICATED 20 AMP A40" ALUMINUM SIDES CIRCUIT BY OWNER AND BACKS SECTION/MOUNTING DETAILS WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD C@USALL 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. 0 SINGLE FACE -.040" ALUMINUM SIDES AND BACKS PAINTED CLASSIC BRONZE ■CLASSIC BRONZE ❑FACE TRIMS E;r PROVIDED � 0 ILLUMINATED -CAMEO -FORMED POLYCARBONATE FACE WITH PRINTED GRAPHICS SECOND SURFACE WITH WHITE ❑WHITE ❑FASCIA COLOR ❑REQUIRED LED ILLUMINATION. ■ PMS 186 RED HAIR ❑RADIUS DIM. If required, customer to ■ PMS 201 BURGUNDY HAIR El BUILDING DIM. provide Custom Sign ■ PMS 299 BLUE El FACADE ANGLE Center, Inc. with camera WALL ■ PM5698 PINK ❑OTHER ready or appropriate digital file. please contact your IN PMS 439 BROWN salesperson or Design Stall for appropriate file types. FILENAME: U1201-IA-52NR-CAMEO REV# SCALE: 1/2"=1' Approval Signatures Requi U1201-IA-42NR-WHT-NC 214" STEEL STUDS 16" O/C LETTERS AND AMEO MOUNT 1/2" COX PLYWOOD 8'-5 1/4" WITH 1/4" X 31HEX HEAD DRIVE STUCCO ® SCREWS 3 CONNECTIONS PER I R MINIMUM) DISCONNECT SWITCH FORMED POLYCARBONATE FACES AND RETURNS 12 VOLT ELECTRONIC WHITE L.E.D. ILLUMINATION POWER SUPPLY MOUNTED (QTY.38) PERMLIGHT 4211 O WITHIN WIRING BOX L.E.D.'S PART# PfS 8510W65 © WIRING COMPARTMENT EXISTING OR BY GROUNDING AND BONDING Of SIGN CABINET OWNER 12 GAUGE,120 VOLT PRIMARY e WIRING WITHIN STEEL CONDUIT. (QTY 1) DEDICATED 20 AMP CIRCUIT BY OWNER .040" ALUMINUM SIDES AND BACKS SECTION/MOUNTING DETAILS WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD C@USALL 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. ■ SINGLE FACE ■CLASSIC BRONZE El FACE - .040" ALUMINUM SIDES AND BACKS PAINTED CLASSIC BRONZE ❑ 7328 WHITE POLYCARBONATE TRIMS � PROVIDED (111 ■ILLUMINATED - "WENDY'S" -EMBOSSED #7328 WHITE POLYCARBONATE FACES WITH WHITE L.E.D. ILLUMINATION El FASCIA COLOR ❑REQUIRED ❑RADIUS DIM. If required, customer to ❑ BUILDING DIM. provide custom sign ❑ FACADE ANGLE Center, Inc. with camera ■ WALL ❑ OTHER ready or appropriate digital file. please contact your � Me salesperson or Design stall for appropriate file types. FILENAME:U1201-IA-42NR-WHT-NC REV# SCALE: 3/8"=1' Approval Signature, Required toinsure that all CUSTOMER: LANDLORD: spelling, colors, and specifications for sign(s) rendered DATE:3.22.22 REV.DATE: DGNR:JLB SALES:T. SHEENY meets customer & landlord approvals. DATE: DATE: O custom J I I , This original design and all information herein are the property of Custom Sign Center, Inc. Artwork is subject to return if not purchased. Any unauthorized use is forbidden. © Co ,ightxoo7 rm dghh.rurved QIOR-8 1 V-4 3/4" CO. QUALITY IS OUR RECIPE. 1 1/2" FRONT VIEW - PVC LETTERS WHITE VINYL ® ON Scale: 1/2" = V-0" 3/4" PVC FINISHED WALL SURFACE (SURFACE VARIES) 1/2" CDX PLYWOOD 3/4" EACH LETTER IS ATTACHED TO WALL SURFACE WITH A MINIMUM OF (3) 3/1611D. X 2" LONG ALL -THREAD STUDS AND SILICONE ADHESIVE SIDE VIEW - MOUNTING DETAIL Scale: 1 1/2" = V-0" Center, Inc. This original design and all information herein are the property of Custom Sign Center, Inc. Artwork is subject to return if not purchased. Any unauthorimc! use is forbidden.custom MADE -FRESH -TO -ORDER 4'-11" STUD CONSTRUCTION ® 1/2" CDX PLYWOOD BUILDING FINISH MATERIAL m 3/4" THICK PVC LETTERS MOUNTED TO FLUSH o � TO WALL SURFACE WITH M NH ENS 1/4" X 2" LONG ALL -THREAD STUDS AND SILICONE. MINIMUM OF (3) STUDS O O O O PER LETTER. 00 O SCALE 3/8"=1'-0" MOUNTING DETAIL SCALE 1"=1'-0" DELIVERY -PICK-UP 0DEUVERY PICKUP FRONT VIEW - PVC LETTERS Scale: 1/2" = 1'-0" FINISHED WALL SURFACE (SURFACE VARIES) 1/2" CDX PLYWOOD 3/4" EACH LETTER IS ATTACHED TO WALL SURFACE WITH A MINIMUM OF (3) 3/1611D. X 2" LONG ALL -THREAD STUDS AND SILICONE ADHESIVE SIDE VIEW - MOUNTING DETAIL Scale: 1 1/2" = V-0" U1 201 -IA-INTERIOR AP 44-Etched DOOR VINYL 36" • • CREW o ti ■ SINGLE FACE -ETCHED SECOND SURFACE VINYL ETCHED VINYL El FACE TRIMS V PROVIDED ❑FASCIA COLOR ❑REQUIRED ■ NON -ILLUMINATED ❑ RADIUS DIM. If required, customer to ❑ BUILDING DIM. provide custom sign ❑ FACADE ANGLE Center, Inc. with camera ■ WINDOW ❑ OTHER ready or appropriate digital file. please contact your salesperson or Design stall for appropriate file types. FILENAME: VINYL FRIES REV# SCALE: 3/4"=1' Approval Signatures Required toinsure that all CUSTOMER: LANDLORD: spelling, colors, and specifications for sign(s) rendered DATES/25/22 REV.DATE: DGNR:MDASALES: T.SHEEHY meets customer & landlord approvals. DATE: DATE: p •• AP-39 46" 82" ► 1,� a U1 201 -IA-INTERIOR AP- 39-Etched Fry Vinyl I :• ■ SINGLE FACE - ETCHED FIRST SURFACE VINYL ETCHED VINYL ❑ FACE TRIMS V PROVIDED ❑ FASCIA COLOR ❑ REQUIRED ■ NON -ILLUMINATED ❑ RADIUS DIM. to ❑ BUILDING DIM. provide custom sign p ovide Customo Sign ❑ FACADE ANGLE Center, Inc. with camera ■ WINDOW ❑ OTHER ready or appropriate digital — file. please contact your salesperson or Design staff for appropriate file types. FILENAME: VINYL FRIES REV# SCALE:1/2"=1' ADnrovalSignatures Required toinsure that all CUSTOMER: LANDLORD: spelling, colors, and specifications for sign(s) rendered DATE: 5/25/22 REV.DATE: DGNR: VIDA SALES:1 SHEEHY meets customer& landlord approvals. DATE: DATE: p •• AP-39 U1 201 -IA-INTERIOR AP- 39-Etched Fry Vinyl DINING 1 /4" = 1 r-0rr • • ■ SINGLE FACE - ETCHED FIRST SURFACE VINYL ETCHED VINYL ❑ FACE TRIMS V PROVIDED ❑ FASCIA COLOR ❑ REQUIRED ■ NON -ILLUMINATED ❑ RADIUS DIM. to ❑ BUILDING DIM. p ovide Customo Sign provide custom sign ❑ FACADE ANGLE Center, Inc. with camera ■ WINDOW ❑ OTHER ready or appropriate digital — file. please contact your salesperson or Design staff for appropriate file types. FILENAME: VINYL FRIES REV# SCALE: NOTED ADnrovalSignatures Required toinsure that all CUSTOMER: LANDLORD: spelling, colors, and specifications for sign(s) rendered DATE: 5/25/22 REV.DATE: DGNR: VIDA SALES:T. SHEEHY meets customer& landlord approvals. DATE: DATE: p •• PIVOTING SINGLE CLEARANCE POLE CAP TOP N O Ln O 0 IF 8'-0" N 4'-0" 112" � 4"O.D. (.226 WALL) STEEL PIPE COVER 3 1/2"O.D. (.226 WALL) STEEL PIPE SWING RETURN 2 7/8"O.D. (.276 WALL) STEEL PIPE 14"x14"x6" ALUMINUM COVER LEVELING NUTS AND WASHERS GRADE (Qty 4) 1/2" DIA. x 30" 'J" BOLTS BY MANUFACTURER (Qty 4) #5 REBAR VERTICAL EQUALLY SPACED ON 18" CIRCLE BY GENERAL CONTRACTOR CONCRETE FOUNDATION BY GENERAL CONTRACTOR ": #3 TIES @ 10" O/C (3 IN TOP 5") MAINTAIN 3" COVER ON ALL REBAR 2'-0" BY GENERAL CONTRACTOR ► PIVOTING CLEARANCE POLE SCALE 1/2"=1'-0" 6" CAP END 2 7/8" X .203 WALL 1/2" THICK MOUNTING PLATE SCALE 1 1/2"=1'-0" INCLUDES SELF REGULATING HEAT TAPE PIVOTING-DTHRU-CANOPY HT 6'-4" 6'-4" 0 1 '-6 1 /4" 1 . ? 3 1/2" 3'-1/2" ►� 6'- ► N i 2'-0" LEAN OUT SURFACE LED DOWNLIGHTS IF i PIVOTS AND RETURNS 6" x 6" x 3/16" TO ORIGINAL POSITION SQUARE STEEL O WHEN STRUCK TUBE °1 �® o - 14"x14"x6" in s/a••LED DOWN LIGHT ALUMINUM COVER LEVELING NUTS AND WASHERS FINAL GRADE CONCRETE FOUNDATION BY GENERAL CONTRACTOR (Qty 6) #5 VERTICAL BARS #3 TIES @ 9" O.C. AT ai BOTTOM 2/3 OF PEIR in BY GENERAL CONTRACTOR (Qty 4) 3/4" DIA. ANCHOR "J" BOLTS 42" LONG. I EMBEDDED. BY MANUFACTURER 2'-0" N 2'-0" FRONT VIEW SCALE 1/4"=1'-0" SIDE VIEW SCALE 1/4"=1'-0" N O rn CD i 1'-0" 0'-9 1 /2" (4) 7/8" DIA HOLES FOR 3/4" ANCHOR BOLTS O Heat Tape — Mounting Clips 1/2" THICK MOUNTING PLATE 6" SCALE 1 1/2"=1'-0" C&SALL WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E 122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. 6'-4" 12.5'11�1'6 ' TOP VIEW SCALE 1/4"=V-0" INCLUDES SELF REGULATING HEAT TAPE DTHRU-8-6-SILVER-CANOPY HT N FRONT VIEW SCALE 1/2"=1'-0" ,„ _0 JIVC VICYV J\../1LC Ile-- TOP VIEW SCALE 1/2"=1'-0" C&SALL WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. El 22574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. 12" INCLUDES SELF REGULATING HEAT TAPE O M RIM DTHRU-8-6-SILVER-CANOPY HT ED DOWN LIGHT TOP VIEW CANOPY REFLECTED VIEW MOUNTING DETAIL SCALE 3/8" : 1' 8'-6" T-0" 12 o --------------------------„ FRONT VIEW SECTION VIEW 12SA CABINET MOUNTING DETAIL SCALE 3/8" : 1' QTY (4) TOTAL 1/2" GRADE 8 ALL THREAD THROUGH BOLT (2 1/2" SCH 40 STEEL PIPE 3 .203 WALL THICKNESS) QTY (4) TOTAL 1/2" X 6" LAGS FOR WOOD 2" DRAIN PIPE MOUNTING DETAIL SCALE 1": 1' r-10.75 .25" 75" • 6.625" 3" 9375" • '' ALL WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD 1 1 C VL US 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT 1.375" THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E 122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. GLOBAL -DELIVERY ORDER PARKING QTY (2) • PMS 299 PMS 287 *** U-Channel Post and install of post by others *** ■ SINGLE FACE - 3MM ACM PANEL ROUTED TO SHAPE WITH MOUNTING HOLES AND FLAT DECORATIVE GRAPHICS ■PMS 299 ❑FACE TRIMS Cv� PROVIDED 0 PMS 287 ❑FASCIA COLOR ❑REQUIRED ■ NON -ILLUMINATED ❑RADIUS DIM. If required, customer to ❑ BUILDING DIM. provide Custom Sign ❑ FACADE ANGLE Center, Inc. with camera 1-1OTHERfile. ready or appropriate digital please contact your salesperson or Design Staff for appropriate file types. tFILENAME:U1201-IA-DELIVERYORDERPARKINGREV#SCALE:11/2"=1'Anproval5ignaturesRequiredtoinsurethatallCUSTOMER:LANDLORD:spelling, colors, and specifications for signs) rendered:9.20.23 REV.DATE: DGNR: PB SALES:T. SHEEHY meets customer & landlord approvals. DATE: DATE: p •• Y 3 ca ca E 0 0 L (L 0) C L J N LUMINAIRE SCHEDULE MARK DESCRIPTION MANUF./ CATALOG NO. OR EQUAL BY LAMPS VOLTAGE REMARKS SLA SEE BUILDING PLANS - - - SLB 30,000 LUMEN LED, TYPE LSI SLM-LED-30L-SIL-3- - LED 120 250 WATTS; NOTE 1 3 LUMINAIRE ON 20' UNV-DIM-50-70CRI POLE SLC SEE BUILDING PLANS - - - NOTES UNO = UNLESS NOTED OTHERWISE 1. ALL POLES SHALL INCLUDE AN INTERNALLY MOUNTED, FACTORY INSTALLED, PENDULUM VIBRATION DAMPENER WITH FLUSH STAINLESS STEEL SOCKET HEAD FASTENERS FINISHED TO MATCH POLE. EXTERIOR PARKING LOT LIGHTING NOTES 1. REFER TO SITE LIGHTING SUPPLIERS 2. PARKING LOT TO HAVE AN AVERAGE OF 4 - 6 FOOTCANDLES IN THE PAVED AREA UNLESS LOCAL CODES REQUIRE LESS 3. CONSULT WITH THE PARKING LOT LIGHT SUPPLIERS TO HAVE A PHOTOMETRIC SITE PLAN PREPARED 4. LIGHT POLE: 20'-0" HIGH, 4" DIAMETER - LIGHT POLE TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. POLE AND LUMINAIRE TO BE FURNISHED BY THE SAME MANUFACTURER POLE HEIGHT - 20'-0' POLE DIAMETER - 4" POLE TYPE - STEEL SQUARE POLE FINISH - BRONZE BOLT SIZE - 11" BOLT CIRCLE ANCHOR BOLTS - 1 "x36" W/ DOUBLE NUT AND WASHERS — FOR PROPER INSTALLATION OF SITE LIGHTING ALWAYS USE DOUBLE NUTS AND WASHERS. THIS ASSEMBLY WILL PREVENT MOISTURE BUILD-UP IN THE POLE BY ALLOWING AIR TO CIRCULATE THROUGH THE INSIDE OF POLE. BASES MOUNTED DIRECTLY TO CONCRETE CAN CAUSE A MOISTURE BUILD-UP, AND DETERIORATION OF THE POLE'S STABILITY 10% SLOPE THE ANCHOR BOLTS TO #5 VERTICALS (7) #5 VERTICAL BARS #3 HORIZONTAL TIES ® 12' O.C. NOTE: REINFORCING BASED ON 90 MPH WIND AND 2500 PSF SOIL BEARING PRESSURE. LIGHTING SUPPLIER TO DETERMINE IF WIND LOADS, SOIL BEARING OR LOCAL ORDINANCES DIFFER AND ADJUST FOOTING ACCORDINGLY. WHEN POSSIBLE, LOCATE POLES ON OUTSIDE PERIMETER OF SITE ANCHOR BOLT COVER BY LIGHTING SUPPLIER r 1 "-6" MIN. VERIFY LO L CODES AND SOIL CONDITIONS AIR GAP 0 I b N t 0 I C-4 F_ m 0 w z LLI H V W U) z O_ z O U J 0 U) 0 Q W 0 O UJI J U 0 EXTERIOR LIGHT POLE & STANDARD RAISED CONCRETE BASE DETAIL NO SCALE r / r ti rO / ♦♦ I ♦ ♦ / / MAIN STREET / FT. RIGHT—OF—WAY / _ LAN ES / I / IN IGHTING PHOTOM SCALE: 1 " = 20' M MR NORTH o 10 20 40 ETRIC PLAN SYMBOL LEGEND 0-0 LIGHT POLE AND BASE 0 WALL/BUILDING FIXTURE SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 � B T -&Lf--'H ENGINEERING PROJECT TYPE: NEW GLOBAL NEXT GEN 30 0 co J � N� Lo L.L Ln Q z C Q G z0 Q J w �U c/) z Q0 1112 REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SEAL O 4 G Ott O�J G SHEET NAME SITE LIGHTING PHOTOMETRIC PLAN SHEET NUMBER C6.0 2 0 U (7 Z w m U) 0 00 L0 M z �i J 0 IL a w z z 0 0 W U) V; W z w a a Z w x 0 wsb August 28, 2024 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Wendy's Site Development - Concept Stage CUP Plan Review City Project No. 2024-34 WSB Project No. 026479-000 Dear Mr. Leonard: We have reviewed the Wendy's Site Development conceptual stage CUP site plans dated July 26, 2024. The applicant proposes to construct a Wendy's restaurant on a 1.3 acre parcel located at the corner of East Seventh Street and Highland Way. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. General 1. City staff will provide additional comments under separate cover. 2. Add drainage and utility easement linework to the plans. Site, Street, & Utility Plans 3. Parking lots, access driveways, and utilities shall be designed in accordance with the applicable City Subdivision Ordinances and the City's General Specifications and Standard Details Plates for Street and Utility Construction. 4. The Fire Marshall and/or building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck. Provide a turning movement exhibit to show that a fire truck can access all building structures and parking lots as applicable. Additional comments may be provided under separate cover. 5. Pedestrian sidewalks, ramps, and connections are shown on the site plan. Adjust the crossing near the delivery/pickup parking spots to avoid vehicle conflict and provide a ramp at the southwest end of the crossing. 6. An overall utility plan was provided with the plan submittal, below are initial concept level comments: a. Watermain looping may be required through the site to provide adequate fire flow supply. b. See redline comments on submitted civil plans. M:\026479-000\Admin\Docs\2024-08-09 Submittal (Concept CUP)\_2024-08-28 Wendy's Site Development CUP - WSB Engineering Comments.docx Wendy's Site Development Concept Stage CUP — WSB Engineering Plan Review August 28, 2024 Page 2 7. With future submittals, provide a more detailed grading plan and erosion/sediment control plan. Utilize City Standard details where applicable. Stormwater Management 8. Below are General Stormwater Requirements for the Site: Stormwater Management is met for this through the regional basin downstream. Rate control and water quality standards are completed. 9. Include storm sewer sizing calculations with future plans. Refer to the City design guidelines for Storm sewer requirements. 10. The level of disturbance on the site appears to be close to one acre. Confirm area of disturbance and if over once acer, include a SWPPP with future plans consistent with the MPCA CSWGP with future plan submittals. Provide calculations showing disturbed area, proposed impervious, and future impervious for the site. 11. The level of disturbance on the site appears to be close to one acre. Confirm area of disturbance and if over once acer, an NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. 12. A detailed review of erosion control BMP's will take place with future submittals. a. Inlet protection should be provided for all existing catch basins adjacent to the project. b. Silt fence to be installed along site perimeter. c. Show a stabilized construction entrance. Traffic & Access 13. The applicant is proposing two driveway access points, one entrance -only driveway located approximately 130 feet west of Highland Way and one exit -only access driveway located approximately 50 feet west of Highland Way. Street access spacing, grades, and sight lines will be reviewed with future submittals. 14. The site would generate approximately 947 daily trips, 91 AM peak hour trips and 68 PM peak hour trips, some of which may be shared use or pass -by. The existing Average Daily Traffic on Highland Way is 3,600, 71" Street has an ADT between 4,000 and 8,300, and Broadway Street has an ADT of 8,300. The addition of the proposed traffic may have an impact on roadway capacity or operations. 15. The proposed improvements will utilize existing development site access points and therefore the City will not require a traffic study to be completed. 16. If six parking spaces are dedicated to mobile or delivery pickup, the minimum City required parking should be followed. 14 spaces are allocated for dining, 2 spaces for pickup, and 11 for the kitchen, for a total of 27 spaces. Two accessible parking spaces are proposed and meet the threshold of two for a parking lot with 26-50 spots. 17. Provide illuminance levels and isolines for the site on the photometric plan. Include average illuminance and uniformity of the parking lot, and illuminance levels at the property line that follow City requirements. Wendy's Site Development Concept Stage CUP — WSB Engineering Plan Review August 28, 2024 Page 3 Wetlands & Environmental 18. Provide a wetland delineation or a historic aerial photograph review of the site to document whether wetlands are present. If wetlands are present, wetland boundaries should be shown on plans. 19. Any permanent or temporary impacts to wetlands must be permitted via the Wetland Conservation Act. A more detailed review of the development plans will be completed when the applicant submits complete civil plans and a stormwater management report. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 612-419-1549 if you have any questions or comments regarding the engineering review. Sincerely, WSB L James L. Stremel, P.E. Senior Project Manager CITY ���Monticello August 22nd, 2024 Re: Wendy's Restaurant PHONE:763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 11 Monticello, MN 55362 The Building Department and Fire Department have the following general comments for this project: • Provide fire truck turning radius on the civil plans. • Verify with the Fire Chief/Fire Inspector where the location of a fire hydrant shall be. These items may be submitted with the building permit application. Please contact the Building Department with any questions. Sincerely, 0�1 Ron Hackenmueller Chief Building Official www.d.monticello.mn.us Planning Commission Agenda — 09/03/2024 2C. Public Hearing - Consideration of a request for an Amendment to the Monticello C Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.124 — Enforcement. Applicant: City of Monticello. Prepared by: Meeting Date: Council Date (pending Community Development Director 9/3/2024 Commission action): 9/9/23 Additional Analysis by: Chief Building Official, Community & Economic Development Coordinator ALTERNATIVE ACTIONS Decision 1: Consideration of an ordinance amendment relating to zoning code enforcement 1. Motion to adopt Resolution No. PC-2024-38 recommending approval of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.124 — Enforcement, based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2024-38 recommending approval of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.124 — Enforcement, based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2024-38. REFERENCE AND BACKGROUND Property: Legal Description: City of Monticello PID #: NA Planning Case Number: 2024-32 Request(s): Amendment to Monticello Zoning Ordinance as related to zoning ordinance enforcement procedures Deadline for Decision: NA Land Use Designation: NA Zoning Designation: NA 1 Planning Commission Agenda — 09/03/2024 Overlays/Environmental Regulations Applicable: NA Current Site Uses: NA Surrounding Land Uses: NA ANALYSIS: Development Services staff propose to amend the Monticello Zoning Ordinance to address procedural requirements for zoning violation enforcement. The zoning ordinance provides a specific process for enforcing violations of the code. In discussing recent enforcement situations with the City Attorney, it was recommended that the City update its ordinance in three areas to facilitate more effective enforcement. The first amendment would remove the requirement that violation notices be sent via certified mail. Regular mailed notice is sufficient and is sent through the postal system more rapidly than certified mail. The amendment also eliminates the language referring to correction based on the date of receipt of the violation notice, as with regular mail service this date will be unknown. These changes will result in more timely notice to property owners and less cost and administrative time for staff. The second change relates to procedures for repeat code violations on the same property. The current ordinance does not adequately address violations which are noticed, corrected, and then repeated within a short period of time. Under the current ordinance, the process is simply repeated again. The proposed amendment will allow the City to begin legal action against a property owner when repeated violations occur on a property, rather than continue the violation cycle repeatedly. This change will address consistently recurring nuisances which create frustration for adjacent property owners and burdensome in terms of staff time. Finally, the ordinance amendment proposes a small enforcement -related correction to Table 4- 9 of the ordinance, correct a title consistent with the actual definitions in code for "Commercial Vehicles". Accurate identification of specific violations per code is important when issuing violation notices. STAFF RECOMMENDED ACTION Staff recommend adoption of the proposed amendments. The Enforcement chapter of the zoning ordinance provides the City with the tools needed to protect public health, safety and welfare, which is the foundation of the zoning code itself. The enforcement regulations are intended to correct issues as quickly as possible when they arise, and to prevent repetition of Planning Commission Agenda — 09/03/2024 conditions which can impact the quality and character of individual properties and neighborhoods. City staff will continue to work proactively to provide information on ordinance requirements relating to blight and nuisance to property owners through a variety of communication resources. Staff use information and education as the first approach with residents whenever possible. However, having effective regulations in place is critical when issues arise which require enforcement action. SUPPORTING DATA A. Resolution PC-2024-38 B. Ordinance No. XXX, Draft C. Monticello Zoning Ordinance, Excerpts CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA e ► ► ► 010 ►] �ll►�ll�*f [@ RESOLUTION NO. PC 2024-38 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE MODIFYING THE PROCESS FOR REZONING OF MULTI -PHASED PLANNED UNIT DEVELOPMENT PROJECTS WHEREAS, the City regulates land use through its development regulations, including zoning ordinances which include enforcement provisions to ensure compliance and obtain corrections to ensure the health, safety and welfare of the community; and WHEREAS, the City Code related to processing of violations of the zoning ordinance requires amendment to pursue more timely voluntary correction and an effective process for legal action for repeat violations of the zoning ordinance; and WHEREAS, the City finds that the best interests of the City's land use goals and objectives would be best served by amending the current Code; and WHEREAS, the Planning Commission has reviewed the amendments modifying the applicable ordinances and their effect on the City's land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on September 3, 2024 on the application and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the recommendation of approval: 1. The current ordinance creates unnecessary delay in the prompt voluntary resolution of ordinance violations and limits the City's ability to effectively enforce the ordinance for repeated violations. 2. The proposed amendments create a reasonable process for the City in seeking compliance with the zoning ordinances. 3. The proposed amendment details meet the intent and requirements of the applicable zoning regulations, and are consistent with the applicable land use policies and ordinances. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the Planning Commission recommends to the City Council that the proposed zoning amendments in Ordinance No. 2024- approved, based on the findings noted herein. ADOPTED this 3rd day of September, 2024 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION la ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director Ordinance No. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING MONTICELLO CITY CODE TITLE 15 — LAND USAGE, CHAPTER 153 — ZONING THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA, HEREBY ORDAINS. SECTION 1. Section 153.124, Enforcement Generally is hereby amended by adding the underlined language and deleting the strikedffeugk language, as follows: § 153.124 ENFORCEMENT GENERALLY. (E) Notice of Violations (1) On finding that a violation of this chapter exists, the Community Development Department shall provide written notification of the violation to the owner of the property on which the violation exists and the person causing or maintaining the violation. The r t fieatio shall be defiye,-oa by personalse oor- by ,.eAifie- ail with a '-etu r o „t request The notice of violation shall: (a) Describe the location and nature of the violation; (b) State the actions necessary to abate the violation; (c) Order that the violation be corrected within a specified reasonable time period not to exceed 30 days after reeeipt e the notice of violation is sent; (d) State what course of action is intended if the violation is not corrected with the specified time limit; and advise the alleged violator(s) of their right to appeal the notice of violation to the Board of Adjustment and Appeals in accordance with § 153.028(H). (2) On receiving a written request for extension of the time limit for correction specified in the notice of violation, the Community Development Department may, for good cause shown, grant a single extension of the time for up to 30 days. (3) If a third violation occurs within a 12 month period occurs, the Community Development Department is not required to send a notice before proceeding with an enforcement action as contemplated by this chapter. (4) If the owner of the property cannot be located or determined, the Community Development Department shall post a copy of the notice of violation on the building, structure, sign, or site that is the subject of the violation. In such a case, the time limit for correction of the violation shall be deemed to begin five days after the notice is posted. SECTION 2. Section 153.067, Off -Street Parking, Table 4-9, Yard Requirements for Off -Street Parking Areas & Driveways in Residential Areas, is hereby amended by adding the underlined language and deleting the stfikethr-ough language, as follows: 231129v2 TABLE 4-9: YARD REQUIREMENTS FOR OFF-STREET PARKING AREAS & DRIVEWAYS IN RESIDENTIAL AREAS Location Diagram Passenger Recreational Emergency Small Other Area Vehicles Vehicles [1] Vehicles Gens - etie„ Notes Key [ 1 ] [ 1 ] Commercial Vehicles [ 1 ] SECTION 3. This ordinance shall be effective immediately upon its passage and publication. ADOPTED by the Monticello City Council this day of , 2024. Lloyd Hilgart, Mayor ATTEST Jennifer Schreiber, City Clerk 231129v2 ENFORCEMENT § 153.120 PURPOSE. This subchapter establishes procedures through which the city seeks to ensure compliance with the provisions of this chapter and obtain corrections for chapter violations. It also sets forth the remedies and penalties that apply to violations of this chapter. The provisions of this subchapter are intended to encourage the voluntary correction of violations whenever possible. § 153.121 COMPLIANCE REQUIRED. (A) In general. Compliance with all the procedures, standards, and other provisions of this chapter shall be required by all persons owning, developing, managing, using, or occupying land or structures in the city. (B) Approvals required. All persons shall obtain all necessary building permits and/or development approvals required by this chapter prior to development. § 153.122 VIOLATIONS. (A) Failure to comply with this chapter or term or any condition of approval constitutes a violationAny failure to comply with a standard, requirement, prohibition, or limitation imposed by this chapter, or the terms or conditions of any permit or other development approval or authorization granted in accordance with this chapter shall constitute a violation of this chapter. Examples of violations include but shall not be limited to the following: (1) Develop land without first obtaining all appropriate permits or development approvals, and complying with all applicable terms and conditions. (2) Occupy or use land or a structure without first obtaining all appropriate permits or development approvals, and complying with all applicable terms and conditions. (3) Engage in any development or other activity of any nature in any way inconsistent with a permit or development approval, or other form of authorization granted for such activity by the city. (4) Violate, by act or omission, any term, condition, or qualification placed by the city upon a required permit, certificate or other form of authorization granted by the city to allow the development or other activity upon land. (5) To alter, maintain, or use any building or structure or to use any land in violation of any provision of this chapter. (6) Install, create, erect, alter, or maintain any sign without first obtaining the appropriate permits or development approvals, and complying with their terms and conditions. (7) Create, expand, replace, or change any nonconformity, except in accordance with this chapter. (8) Reduce or diminish the requirements of use, development, or dimensional standards below the minimum required by this chapter. (9) Through any act or omission, fail to comply with any other provisions, procedures, or standards, as required by this chapter. (10) To continue any of the above -stated violations. (B) Development shall adhere to approved plans. Permits or development approvals issued by a decision -making body authorize only the use, density or intensity, location, design, and/or development set forth on the plans reviewed in issuing such permits or development approvals. Development that differs from that which was approved by a decision -making body in a permit or development approval is a violation of this chapter. § 153.123 RESPONSIBLE PERSONS. The owner, tenant, or occupant of any land or structure, or an architect, engineer, builder, contractor, agent, or any other person who participates in, assists, directs, creates, or maintains a situation that constitutes a violation of this chapter may be held responsible for the violation and subject to the remedies and penalties set forth in this chapter. § 153.124 ENFORCEMENT GENERALLY. (A) Responsibility for enforcement. The Community Development Department shall be responsible for enforcing the provisions of this chapter. (B) General inspections. (1) Any member of the Community Development Department may enter upon land or inspect any structure to ensure compliance with the provisions of this chapter provided permission has been granted by one of the following: (a) An owner of the property in question; (b) A licensee of the business being inspected; (c) A resident of a dwelling on the property being inspected; or (d) Any other person in control of the premises. (2) If the owner, licensee, resident, or other person in control of a premises objects to the inspection of or entrance to the property, the Community Development Department may petition a court of competent jurisdiction for a search warrant to authorize entrance to the property. Such a warrant shall only be used to determine whether the provisions of this chapter or related state statute are being complied with and to enforce this chapter or related state statute. No unrelated criminal charges shall be made as a result of the warrant. No warrant shall be issued unless there is probable cause to issue the warrant. Probable cause occurs if the search is reasonable. Probable cause does not depend on specific knowledge of the condition of a particular property. (3) Nothing in this section shall be construed to limit the authority of the city to enter private property in urgent emergency situations where there is an imminent danger in order to protect the public health, safety and welfare. (C) Complaints regarding violations. Any person may notify the Community Development Department of a suspected violation of this chapter. In registering a complaint, the complaining party shall state fully the cause and/or basis of the alleged violation. The identity of individuals registering complaints shall remain confidential as required by M.S. § 13.44, as it may be amended from time to time. (D) Investigation of complaints. Upon learning there is a potential violation of this chapter, a member of the Community Development Department may conduct a general inspection to determine whether a violation of this chapter exists. (E) Notice of violations. (1) On finding that a violation of this chapter exists, the Community Development Department shall provide written notification of the violation to the owner of the property on which the violation exists and the person causing or maintaining the violation. The notification shall be delivered by personal service or by certified mail with a return receipt requested. The notice of violation shall: (a) Describe the location and nature of the violation; (b) State the actions necessary to abate the violation; (c) Order that the violation be corrected within a specified reasonable time period not to exceed 30 days after receipt of the notice of violation; (d) State what course of action is intended if the violation is not corrected with the specified time limit; and advise the alleged violator(s) of their right to appeal the notice of violation to the Board of Adjustment and Appeals in accordance with § 153.028(H). (2) On receiving a written request for extension of the time limit for correction specified in the notice of violation, the Community Development Department may, for good cause shown, grant a single extension of the time for up to 30 days. (3) If the owner of the property cannot be located or determined, the Community Development Department shall post a copy of the notice of violation on the building, structure, sign, or site that is the subject of the violation. In such a case, the time limit for correction of the violation shall be deemed to begin five days after the notice is posted. (F) Application of penalties. (1) On determining that the violator has failed to correct the violation by the time limit set forth in the notice of violation, or any granted extension thereof, or has failed to timely appeal the notice of violation, the Community Development Department shall take appropriate action, as provided in § 153.999, to correct and abate the violation and to ensure compliance with this chapter. (2) Each day a violation continues is a separate offense. (G) Emergency enforcement without notice. On determining that delay in correcting the violation would pose a danger to the public health, safety, or welfare, the Community Development Department may seek immediate enforcement without prior written notice by invoking any of the remedies or penalties listed in § 153.999. (Ord. 799, passed 2-27-2023) § 153.999 PENALTY. (A) If the responsible person to whom the notice of violation was directed fails to comply with the applicable provisions of this chapter, that person is guilty of a misdemeanor, and upon conviction thereof, shall be fined not more than $300 for each offense or imprisoned for not more than 90 days or both. (B) The city may also enforce any provision of this chapter by mandamus, injunction, or any other appropriate remedy in any court of competent jurisdiction. No related city permit, license or other approval will be issued to a person or property that has an outstanding notice of violation that is not being appealed, or is not subject to the provisions of a stipulation, order or settlement regarding that violation. (C) A person who knowingly makes or submits a false statement or document in connection with an application or procedure required by this chapter is guilty of a misdemeanor. (D) A person who violates, fails to comply with or assists, directs or permits the violation of a performance standard required by this chapter must reimburse the city or its agent for the actual costs of the tests, measurements or other procedures necessary to demonstrate that violation. (Ord. 799, passed 2-27-2023) Planning Commission Agenda — 09/03/2024 3A. Consideration of a presentation by the Parks & Recreation Director regarding Monticello Tree Canopy Prepared by: Meeting Date: Council Date (pending NA 9/3/24 Commission action): NA Additional Analysis by: NA ALTERNATIVE ACTIONS No action required at this time. REFERENCE AND BACKGROUND Parks & Recreation Director Tom Pawelk will be present at the meeting to provide the Planning Commission with an overview of the recent work to combat Emeral Ash Borer within Monticello, and companion work to maintain and support Monticello's tree canopy. Planning Commission Agenda — 09/03/2024 3B. Consideration to accept the 2024 Housing Workshop Summary as an Addendum to the 2023 Housing Needs and Market Demand Report Prepared by: Meeting Date: Council Date (pending Community Development Director 09/03/24 Commission action): 9/9/24 Additional Analysis by: City Administrator, Economic Development Manager ALTERNATIVE ACTIONS 1. Motion to accept the 2024 Housing Summary as an Addendum to the 2023 Housing Needs and Market Demand Report. 2. Motion to accept the 2024 Housing Summary, with revisions as noted by the Planning Commission. 3. Motion to table action on the 2024 Housing Summary. REFERENCE AND BACKGROUND Property: NA Planning Case Number: NA Request(s): Review and accept the summary of comments and next steps resulting from the 2024 Housing Workshop Deadline for Decision: NA Land Use Designation: NA Zoning Designation: NA Overlays/Environmental Regulations Applicable: NA Current Site Uses: NA Surrounding Land Uses: NA ANALYSIS: City Council, Planning Commission and the Economic Development Authority met in a joint workshop in June of 2024 to discuss the 2023 Housing Needs and Market Demand Report. The 1 Planning Commission Agenda — 09/03/2024 Housing Needs and Market Demand report was authorized by the EDA and accepted by the EDA in October of 2023. The 2023 Housing Needs and Market Demand Report provides context to the housing conditions within the community and beyond, recognizing significant influences on the market since the last report completed in 2020. The Housing Report is a picture of the housing market for Monticello at a specific point in time. The report itself is not a policy document or a plan, but rather provides data and highlights recommendations for consideration. The 2024 Housing Workshop was an opportunity for the Council, Planning Commission and EDA to discuss the report in more detail, confirming key points from the report and providing direction to staff on desired housing priorities and policy development. Planning Commission, EDA and City Council are asked to accept the workshop summary as an addendum to the 2023 Housing Report. The individual initiatives and policies noted in summary's Next Steps & Policy Development section will be brought forward to their respective boards and commissions for individual consideration over the coming months. STAFF RECOMMENDED ACTION Staff recommends approval of the 2024 Housing Workshop summary. Acceptance of the summary as an addendum to the 2023 Housing Needs and Demand Report sets the foundation for development of the policy direction and housing initiatives identified by the boards and commissions during the June workshop. SUPPORTING DATA A. 2024 Housing Workshop Summary B. 2023 Housing Needs & Market Demands Report 2024 HOUSING WORKSHOP I SUMMARY & PRIORITIES JOINT CITY COUNCIL, PLANNING COMMISSION, EDA M O N DAY, J U N E 24, 2024 Workshop Goal: Confirm, clarify and consider community housing goals, policies and strategies based on identified priorities of the City. Attendees - City Council: Mayor Lloyd Hilgart, Charlotte Gabler, Tracy Hinz, Lee Martie, Sam Murdoff Planning Commission: Chair Paul Konsor, Teri Lehner, Andrew Tapper, Rob Stark Economic Development Authority: President Steve Johnson, Rick Barger, Hali Sittig, 011ie Koropchak White * Items in bolded light blue text are comments receiving the most emphasis from attendees and are highest priority next steps. 1. Review key takeaway(s) from 2023 Housing Needs & Market Demand Report and the 2040 Plan • Income levels are directly related to housing choice. • Monticello renters are more cost burdened than Monticello's current homeowners. • The community's growth rate matches what was projected in its 2040 Plan goals. This growth rate is not as a result of direct policy action, but rather a continuation of trends that the community sought to continue with the 2040 Plan's Preferred Growth Scenario. The growth in recent years has been primarily in multi -family residential. • Monnceiio-s largest population bracket is in the 50-64 age range; this demographic and their housing needs has a significant impact on Monticello's housing supply. o The Housing Needs and Market Demand Report indicates a significant gap in senior housing supply. o Lack of affordable housing options for this group to scale down/back is causing them to stay in their larger homes longer. This means less supply of "naturally occurring affordable housing" for first-time buyers and general supply of housing available in the market. o More options for senior living are needed, particularly for ownership. 1 1 P a g e • Like the rest of the country and state, outside factors are influencing housing attainability and affordability. • There is a need for housing for those who are at the lowest end of the Average Median Income spectrum in the community. 2. Determine housing priorities based on 2040 Plan and Housing Needs & Market Demand Report • The community needs to attract moderate income residents. • Housing for those that want to grow in the community and "move -up" is needed. • Focus on jobs and quality of WE o Housing is "where jobs sleep"; focus on living wage job creation. o Continue to invest in amenities that make Monticello an attractive place to live. • The community should continue to work toward a variety of housing options. o Lifestyle will be a driving factor in the housing choices people make. o Recognize that housing needs and desires are changing in terms of how people want to spend their time and money. • In the near term, the community should focus less on multi -family. • The community should focus on meeting the Housing Needs and Market Demand goals for single-family housing. o Be open to a variety of housing types, but the variety should respond to other demonstrated needs and goals for the community, including need for move -up housing options, and definable neighborhood character and amenities. • Monticello should continue to seek growth in all land use types — commercial, industrial and residential; Monticello is not and should not be a "bedroom community". • Quality housing that adds to the strength of neighborhoods and ages well is important. • The greatest senior housing need is for owner -occupied options. Creating this opportunity will yield other benefits for owner -occupied housing in the community. 2 1 P a g e 3. Next Steps & Policy Development • Housing o Focus efforts on meeting single-family housing demand as identified in the 2023 Housing Needs & Market Demand report. ■ Prepare 2040 Comprehensive Plan Complete Neighborhoods Strategies that: • Prioritize single-family housing development to meet demand as identified in the 2023 Housing Needs and Market Demand Study. • Prioritize residential neighborhood development with a variety of lot and home styles, specifically including those with move -up housing options which provide for larger home sizes, larger lots, and/or enhanced amenities. • Evaluate new high density multi -family housing proposals within the context of the most current Housing Needs and Market Demand report and on how the proposal meets other stated community goals, such as those for senior housing or development of The Pointes at Cedar. ■ Annually review single-family land use guidance in relationship to the 2040 Land Use Map and progress in meeting housing goals with the Planning Commission. ■ When working with current housing development prospects, ask the question "Monticello is too far from what?" in order to determine further strategies to overcome the single-family housing barrier. o Prioritize market outreach to senior housing developers; particularly owner - occupied developers. ■ Identify priority locations for owner -occupied senior housing ■ Develop and promote a specific set of resources for developers including TIF and other affordable housing incentives. o Evaluate reinvestment programs like the Transformation Home Loan program for existing core -City housing stock. o Budget for updates to the Housing Needs and Demand Report at five-year intervals, with evaluation of growth rates to the 2040 Plan's Preferred Growth Scenario. 3 1 P a g e • Other o Focus economic development incentives on projects that spur living wage employment to meet housing goals. ■ Review EDA Business Subsidy Policy and amend as needed to strengthen living wage job goals. o Continue to pursue 2040 Goals/Policies/Strategies focused on building, enhancing and maintaining community amenities and character. 4 1 P a g e Planning Commission Agenda—08/06/24 4A. Community Development Director's Report Council Action on/related to Commission Recommendations • Consideration of a Request for Preliminary Plat of Broadway Plaza and Development Stage Planned Unit Development for a Commercial Development including Commercial Lodging, Event Center, and Restaurant as Principal Uses. Applicant: Mike Schneider Approved on the consent agenda of the City Council on August 26, 2024. The application is conditioned on the decision on the wetland replacement permit application. Consideration of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.028 — Specific Review Procedures and Requirements as related to Planned Unit Development (PUD) Procedure and Timeline for Rezoning to PUD, and other regulations as necessary to define and limit the intent or application of the proposed amendment. Applicant: City of Monticello Approved on the consent agenda of the City Council on August 26, 2024. • Consideration of a Request for Preliminary Plat (replat) of Haven Ridge West; Development Stage Planned Unit Development; and Rezoning to Planned Unit Development for a Residential Development including 298 single family detached and attached residential units. Applicant: Twin Cities Land Development Approved on the consent agenda of the City Council on August 26, 2024. Resident Resource The Monticello 2040 Vision states "in 2040 the City of Monticello is an inclusive community focused around sustainable growth while maintaining its small-town character. Monticello is a Mississippi River town known for its schools, parks, biking and walking trails and vibrant downtown. Monticello is an evolving, friendly and safe community that respects the quality of its environment, fosters a sense of belonging and connection, encourages a healthy and active lifestyle and supports innovation to promote a prosperous economy." Continuing efforts to build on a sense of belonging and connection, we have created a new resource for residents in the form of a Resident Connections Guide. This document (print and digital) will be available on the City website in 2024 and mailed to all homes annually beginning in 2025. The goal with the guide was not to create a quick resource for residents on the many amenities and services in the community, pointing them in the direction of where to find additional information. In addition to this four -page resource, print versions will include a new map of the City Planning Commission Agenda — 08/06/24 (currently under development). Cannabis Update Research and work in response to the 2024 legalization of cannabis is on -going at a staff level. Wright County has established regular work sessions to help the county and cities gain a better understanding of the licensing, registration and enforcement components of the new law, as well as the public health implications. We have been using the Wright County work sessions as an opportunity to understand how the county and surrounding cities are approaching the new legislation. Members of staff also attended a recent presentation hosted by the Office of Cannabis Management regarding the state licensing process and development of local jurisdiction regulations. The Office of Cannabis Management recently published a Guide for Local Governments, which has been and will be a valuable resource in developing city ordinances. Internally, staff are meeting weekly to develop zoning and other city codes necessary to address the legislation. The goal will be to provide draft ordinances for board review in November. A reminder that the interim ordinance prohibiting cannabis businesses expires January 1, 2025. On August 26, 2024, the City Council approved entering into a Joint Powers Agreement with Wright County for purposes of conveying cannabis business registration authority and compliance to Wright County. While licensing of cannabis businesses will occur through the Office of Cannabis Management, local jurisdictions are authorized to register three types of retail -licensed cannabis businesses. Under the Joint Powers agreement, Wright County will have that responsibility for Monticello. To read more on this agreement, please see the Council agenda report. Commission Meeting Schedule — Upcoming 9/16/24: Joint Workshop with City Council for Concept PUD Review 9/23/24: Joint Workshop with City Council on Data Centers 10/1/24: Joint Workshop with City Council on Cannabis Ordinance Development 11/4/24: Regular Planning Commission meeting (rescheduled from 11/5/24) Development Status Current status update August is attached. MONTICELLO DEVELOPMENT PROJECTS ProjeRV Commercial/LightIndustrial 88 acre parcel bountied by The Meadows to the North, Highway 25 to the Concept Stage review fora planned unit tlevelopmen[for a multi -phase Medical Office loin[fity Counciland Planning hold neighbhoodtoWest, 85th Street to the South, and the Fea[hers[oe Residential neighbohood to the East Buildingshl 25 acres, with subsequent of to developmentto follow. on roug y quen p privy Commission review on 3/25/24 On General E t Equipment Industrial 13 acre parcel along GSAH 39 and West Road Concept Stage review for planned unit developmen[for Machinery/Truck Repair and Sales Joint City Council and Planning Commss on]/2/24 Post Concept Stage PUD, Pre -Development Stage PUD Application Submittal IPB land/Meadowbrook Residential 44 acre parcel along Edmonson Avenue Concept Stage review for planned unit development for single-family residential Joint City Council and Planning Concept Stage PU D Submittal Commission review on 9/3/24 Tamarack/The Meadowsat Pl.nee r Park Residential pane g 68 acre Is alon Fallon Avenue Concept for fanned unit develo tfor sin le-famil denial p Stage review p pmen g yresi Joint City Council and Planning Commission review on 9/16/24 Conce t5[a PUD Submittal p Stage Haven Ridge West Residential Near the 5outcast corner of 85th Street NE and Fallon Ave NE, Also South of Concept Stage review for a planned unit development for a 298-unit residential Reviewed b, Planning Commission on Preliminary Plat, Rezoning and Development Stage PUD Application 85th Street NE between Eislele Ave NE and Edmonson Ave NE development with various lot sizes and townhome section 8/6/2024, Approved; Next Submittals fo Final Plat and PUD Reviewed by Council on 8/26/24 6321E. Broadway Street bound by Interstate 94 W the North and East Development Stage PUD and preliminary plat for ,76-room hotel, 15,000 square -foot event Reviewed by Plannine Commission on Preliminary Plat, Rezoning and Development Stage PUD Application Broadway Plaza PUD Commercial Broadway Street to the South center, 6,800 square -foot restaurant, and a 6,ODO square -foot post -frame building. 7224 Submitted; Council review pending Reviewed by Council on 8/26/24 Reviewed by Plannirk Commission on Wendy's CUP Commercial Near Highland Way, Union Crossings Conditional Use Permit for Amendment to PUD and accessory drive -through 9324 CUP Application Submitted Mascercrak Outdoors PUD Industrial 1.46acre vacant lotalong the West side of Fallon Ave NE between Washburn Development Stage review for a planned unit development of a vacant site for an Industrial Reviewed by Plannine Com mission on Development Stage PUD Application Submittal approved; pending Final Computer Group and Norland Truck Sales Service use 7224 Stage and Rezoning Pr,vi ly Appir d Project, Project Type Reviwed by City Council on ]/22/24 & P,.gcs, R - ... ... Savanna Vista Apartments Residential Addre./Lc.ti.n Southeast area of The Pointes at Cedar De,rripti.. 2100 unit multi -fa milt' spa rtments Appr—I Date Imm 121131202 1 IF First Building CO; continued construction Twin Pines Apartments Residential South Side of School Blvd. East of Wal-Mart 96 multi family unit apartment building 2 28 2022 yet to Break Ground/Received Plat Ext. on 1/22/24 Block 52 Redevelopment Mixed -Use NE Corner of Highway 25 and Broadway St 87 multi -family units with rougly 30,000 sq ft of 1st floor commercial ] 1 2022 Received Temporary CO/Residenial Units Being Rented/Office User CO Featherstone 6th Addition Residential North of 85th St NE and West of Highway 25 21 Single-family lots with commercially guided outlets for future development 4 25 2022 Under Construction (Last New Const. Permit Pulled) Haven Ridge 2nd Addition Residential South of Farmstead Ave and West of Fallon Ave NE 59 Single -Family Lot Development Reapproved 8/28/2023 Site Grading Commenced (Building Permits Being Issued) Headwaters West Development Residential Along South side of 7th St W between Elm St and Golf Course Rd 82 Twinhomes Senior 55+Development 4 22 2024 Under Construction Deephaven 3(Lot 2) Commercial Southeast corner of Cedar St and Chelsea Rd New Construction of a Clinic/Medica l Service Facility(10,000 sq ft) N/A (Permitted Use) Completed Jimmy Johns/Baskin Robbins Commercial Southeast Corner of Oakwood Drive E and Cedar Street New Construction of Quick Service Restaurant with Drive -Through Service 2 2024 Commenced Big River Vacant property north of Chelsea Rd, south of Interstate 94, and west of PUD for New Construction of two commercial lots for a quick -service restaurant and 4 8 2024 Commercial Fanning Avenue a coffee shop, with 6lots platted for subsequent commercial development. Commenced, Chipotle and Starbucks Permitted Panes Bread Commercial Vacant Lot west Of Mdttress Firm/AT&T IOCdtiOn On E.7th Street New Construction of a Panera Bread Location (Restaurant and Drive -through service) In the BA, Regional Business District 5 2g 2024 Permitted Holiday Store EV Charging Stations Commercial 110 Oakwood Drive E. on Installation of up to 12 Electric Vehicle Charging Stations in Lot behind Building 5282024 Permitted — StorageLin k(Du ndas Site) PUD and Plat Commercial 36 Du ndas Road (Southeast corner of Dundas Road and Cedar Street) Preliminary&Final Plat of Cedar Street Storage, Dev. & Final Stage PU D for expansion of permanent storage area 6242W Approved; Not Started Conditional Use Permit Request for Wrecker& Towing Service as a Principal Use in the B-3, Bob's Towing Conditional Use Permit Commercial 219 Sandberg Road HiPhwav Business District 6242024 Approved Development Stage Perm it(CUP) for construction of a 98-room hotel and restaurant in the Development Stage permit approved; pending conditions resolution and GoodNeigh be, - Felt— at Cedar Development Commercial Along south side of Chelsea Road directly north of Deephaven Apartments northern"Pop, lus"biome of the Pointes at Cedar District 7222024 building permit 10 K �s Acres of State & Regional Parkland 17+ Miles of Biking & Hiking Trials For park reservations and event information, scan here! Top -Rated Public Schools M 30+ City Parks • • • What makes Monticello special? The CONNECTIONS - between our residents, our businesses, our schools, art, nature and much more. Downtown Welcome to the heart of Monticello! Downtown is THE place to be - with shops, restaurants, riverfront parks, and year-round events. This Resident Guide will help you find new ways to get connected with our community and live a fully connected life in Monticello! Keep this guide handy as a quick resource for all the great things in our community. And spread the word about why Monticello is the place to call home. EXPLORE DOWNTOWN jas MontiArts MontiArts is building community connections through creativity. MontiArts engages local creatives of all ages in events, programming, and community art. www.montiarts.com Monticello Community Center The MCC offers a fitness center, indoor pool, climbing wall, party spaces, and an indoor play area. The MCC also partners to offer a splash pad at the Bertram Chain of Lakes Park, and indoor ice skating at Moose Sherritt arena. 0 W. .X L:-J.... • SHOP LOCAL Farmers Market ❑ ❑ 1� s more about all a iroc T • On Thursdays, May through September, visit the library parking lot to support our local farmers and small businesses! An indoor market in the Community Center also opens on select Saturdays in the winter. Hi -Way Liquors Monticello's local municipal liquor store is pouring our profits back into the community to help fund projects and public improvements throughout the city! Shop Local From big name retailers to homegrown boutiques, we've got it all. Visit the Monticello Chamber's website to see a list of local shops, restaurants, and locations. Emergency Management Visit our emergency management page for information on Nuclear Power Readiness and what to do in case of emergencies. Got a Pet? We've got your license! Visit our website for more info. Also, check out the MontiPaws Dog Park for a place to play with your furry friend! Monticello Help Center Offers food distribution and clothing center. Walk-in, curbside, or delivery services available. Get Involved! No matter your age, ability, or availability, there is a volunteer opportunity for you in Monticello. Law Enforcement The Wright County Sheriff's Office (WCSO) is Monticello's local law enforcement. My Neighborhood & Property Monticello is home - let's keep home looking good. For info and tips on maintaining your property or to report a problem or concern in our community, visit the Resources for Residents page on the city's website. Scan the QR codes for more information about these services. i CONNECT WITH THE COMMUNITY ._ Monticello Parks, Arts & Recreation Monticello's parks, arts, and recreation are what residents love the most ► ,. N , -_ �, about our community. Monticello is a _ destination for recreation. Visit the Parks page on our website for all the fun! Public Library Great River Regional Library operates a local branch in Downtown Monticello. Use your free library card to explore millions of items as well as access to computers, information services, and events and programs. Monticello Senior Center Located in the MCC, the Monticello Senior Center provides services and programs for older adults, supporting their independence, enhancing their dignity, and promoting community participation. For hours and programming call (763) 295-2000. Ways to Walk & Roll In addition to over 40 miles of trails, there are several ways to walk and roll in our community, including the Montiview Mountain Bike Challenge Course and the free indoor walking track at the MCC. Sports Registration Let's play! Monticello is home to several recreational clubs and youth & adult athletic associations. Visit our website for a full list of athletic associations in our area and how to participate. Monticello Community Education Offering exceptional programs from Early Childhood Education to GED programs to summer sports activities and everything in between. 10