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Resolution 2023-013
Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer Planning Department 1. This approval includes the following entitlements: a) Vesting Tentative Tract Map (TR3177) is for the creation of 42 legal lots of record (as conditioned) described on the attached exhibits and shall apply to APN 049-131-043, 044, 052, 058, and 066 regardless of owner. b) Master Plan of Development / Conditional Use Permit for approximately 53,500 sf of commercial / light industrial space, a 120-room hotel, 40 multi-family apartment units, 16 short-term stay cottages, and a 20 single family parcels. Approval also includes a height exception and Master Sign Program. Ongoing PS 2. All commercial buildings (excluding the hotels) shall be required to receive final occupancy prior to any residential unit receiving final occupancy. Improvements must be completed as follows, and as detailed in subsequent conditions: Phase I (commercial): • Road A in its entirety to the satisfaction of the Fire Marshal • All associated drainage facilities • All frontage improvements on Del Rio Road and at the intersection of Del Rio Road and San Ramon • All landscaping within the commercial portion of the project including north edge landscaping • All associated public utilities including extension of the sanitary sewer main in Del Rio Road • Upgrades to Lift Station 14 Phase 2 (multi-family) • Street B and adjacent parking • All associated drainage facilities • All associated landscaping • All associated public utilities • Any needed additional upgrades to Lift Station 14 Phase 2 (single-family): • Streets C and D • All frontage improvements along San Ramon Road • All associated drainage facilities • All associated landscaping • All associated public utilities • Any needed additional upgrades to Lift Station 14 The Hotel and short term stay cottages can be constructed at any time. Upgrades to Lift Station 13 may be required if flows exceed estimates. Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer Construction of the residential portion of the project may not commence until building permits for commercial buildings have been issued and construction has begun on the commercial / light industrial portion of the project. A deed covenant shall be recorded concurrently with the final map to notify residential parcels of the requirement for the commercial portion of the project to be completed prior to any residential units, per the phasing listed above. 3. Final design of each phase and project component must be in substantial conformance with provided Exhibit(s) adopted with this Resolution, and any conditions of approval related to such. Ongoing PS 4. The approval of these entitlements shall become final and effective for the purposes of issuing building permits the day after the City Council hearing, unless an appeal is made in accordance with the Atascadero Municipal Code. Ongoing PS 5. In accordance with the Atascadero Municipal Code section 9-8.105, any violation of any of the conditions of approval may be cause for revocation of this entitlement and subject the applicant and/or future property owners to the penalties set for in the Atascadero Municipal Code, as well as any other available legal remedies. Ongoing PS 6. The Community Development Director and/or City Engineer shall have the authority to make modifications to the final map that remain in substantial conformance with the approved Tentative Map. FM PS/CE 7. The Community Development Director and/or City Engineer shall have the authority to make minor modifications to the Master Plan of development that are necessary to address code requirements or result in superior design. PR PS/CE 8. Approval of these entitlements shall be valid for twenty-four (24) months after its effective date. At the end of the period, the approval shall expire and become null and void unless the project has received a final map (Tentative Map entitlement) or building permit (Master Plan of Development), or a time extension has been granted, consistent with the Atascadero Municipal Code. PR / FM PS 9. Vesting Tentative Subdivision Map was deemed complete on 12/21/2022, for the purposes of vested development rights and fees consistent with the Subdivision Map Act of the State of California. Ongoing PS/CE 10. A final map drawn in substantial conformance with the approved vesting tentative map, and in compliance with all conditions set forth herein, shall be submitted for review and approval in accordance with the Subdivision Map Act and the City’s Subdivision Ordinance FM PS/CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer 11. The applicant shall defend, indemnify, and hold harmless the City of Atascadero or its agents, officers, and employees against any claim or action brought to challenge an approval by the City, or any of its entities, concerning the subdivision. Ongoing 12. All subsequent Tentative Map and construction permits shall be consistent with the Master Plan of Development approved for the project. PR / FM PS/CE 13. The subdivision shall be subject to additional fees for park or recreation purposes (QUIMBY Act) as required by City Ordinance PR PS 14. All maintenance costs listed below shall be 100% funded by the project in perpetuity, except for public facilities that are accepted for maintenance by the City of Atascadero. The service and maintenance cost shall be funded through an entity or mechanism established by the developer, subject to City Staff approval. This entity or mechanism must be in place prior to, or concurrently with acceptance of any final map(s) or the issuance of any building permits. The entity or mechanism shall be approved by the City Attorney, City Engineer and Administrative Services Director prior to acceptance of any Final Map(s) or issuance of any building permits. The administration of the above-mentioned funds, and the coordination and performance of maintenance activities, shall be the responsibility of the entity or mechanism. a) All roads, sidewalks, pathways, parking, and access areas. b) All landscaping and lighting within the proposed project area. c) Common area fencing and/or features. d) Open areas on private property within the proposed project area including detention facilities, bio-swales, and other low-impact- development features. e) All drainage facilities within the project area. f) Landscaped frontages within the right-of-way of all public streets within the defined project boundary, including irrigation. g) On-site sanitary sewer system(s) and storm drains located within the project area. Ongoing PS/CE 15. The emergency services and facility maintenance costs listed below shall be 100% funded by the project in perpetuity. The service and maintenance costs shall be funded through a community facilities district established by the City at the developer's cost. The funding mechanism must be in place prior to or concurrently with acceptance of the final maps. The funding mechanism shall be approved by the City Attorney, City Engineer and Administrative Services Director prior to acceptance of any final map. The administration of the above-mentioned funds shall be by the City. Developer agrees to participate in the community facilities FM PS Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer district and to take all steps reasonably required by the City with regard to the establishment of the district and assessment of the property. ▪ All Atascadero Police Department service costs to the project. ▪ All Atascadero Fire Department service costs to the project. ▪ Off-site common City of Atascadero park facilities maintenance service costs related to the project Annexation into the Community Facilities District shall be required prior to, or concurrently with, recordation of the final map, or prior to occupancy of any residential unit if the tract map is abandoned. 16. Affordable Housing: The applicant shall deed restrict 4 units at the moderate-income level within the single-family subdivision. The applicant shall deed restrict the following units within the multi-family area: • 3 moderate units (3.44 rounded down) • 2 low income units (2.16 rounded down) • 2 very-low income units (1.6 rounded up) • In-lieu fees collected for the missing fraction FM PS 17. Shared parking and access easements shall be recorded over all parcels as applicable. Easements shall also be recorded for shared drainage facilities. Parking shall not be designated for each use except for short-term pick-up spaces and multi-family residential uses as needed. A maximum of one space per residential unit shall be designated as reserved. FM PS/CE 18. Prior to final map, the applicant shall submit CC&Rs for review by the Community Development Department. CC&Rs for the commercial and residential portions of the project may be separate, combined, or tiered. FM PS 19. The central commercial plaza space shall be designed with main entrances to any abutting space from the Plaza. This does not prohibit entrances from also being located facing the surrounding access/parking areas. PR PS 20. Agreements shall be required to be recorded against each residential parcel notifying any residential tenant of the commercial nature of the site to ensure that commercial activities are prioritized. FM, PR PS/CE 21. All landscape on-site or planted along the street frontage shall be maintained in a manner that allows the tree to grow to its full natural height and natural canopy. No growth suppressants shall be permitted Ongoing PS Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer that result in stunting or modifying the natural growth pattern of the tree. 22. A tree protection plan shall be submitted as part of each building permit package. The plan shall identify the size and species of all trees, all trees proposed for removal, the location of any required tree protection fencing, and construction related mitigation measures dictated by the project arborist and/or City Native Tree Guidelines. All tree removals shall be mitigated consistent with the requirements of the Atascadero Municipal Code. Any required mitigation fees shall be paid prior to permit issuance. PR PS 23. Taller landscaping shall be included at the rear of the proposed multi-family buildings. Landscaping shall include taller trees and shrubs designed to enhance visual screening. Landscaping shall be placed to avoid conflicts with retaining walls and footings. Ongoing PS 24. All perimeter / retaining walls facing San Ramon Road, Del Rio Road, and walls at the rear of the multi-family buildings shall include decorative veneer or natural stone texture. All other walls shall be a dark color split face block or shall match decorative walls. All walls and veneers shall be approved by the Community Development Director and shall be included in the permit application. PR PS 25. A fencing plan shall be included with each development phase / permit. Fencing for the commercial and multi-family portion of the project shall be limited to safety fencing as deemed necessary by the Community Development Director and/or the City Engineer or as required for outdoor restaurant areas. No chain-link fencing shall be permitted. Solid fencing may be used to screen mechanical equipment or provide small privacy areas where appropriate. Single- family properties shall be fenced per the guidelines of the Planned Development Overlay Zone. Wood fencing shall be high quality and shall include a top rail. No dog-eared fencing will be permitted. PR PS/CE 26. Evergreen landscaping shall be included along the northern project edge adjacent to existing residentially zoned parcels to the greatest extent feasible. Landscape materials shall include trees and shrubs that provide visual screening above the fence/wall line and visual screening of the hotel and lighted freeway sign. PR PS 27. London Plane street trees shall be planted along the Del Rio Road frontage at a spacing of 30-feet on-center or as approved by the City Engineer. Street trees along the San Ramon frontage may be grouped for a more natural rural appearance. Additional frontage landscaping shall include accent trees and native grasses. In addition to the London Plane Sycamores, medium sized native grasses, such as deer grass and California oat grass, and small shrubs, such as manzanita and ceanothus, shall be included along the Del Rio frontage to provide visual softening of the retaining wall. PR PS/CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer 28. Entry sign concept 2B shall be utilized for the Del Rio Road and commercial area entrances. Stone veneer shall be compatible with the decorative treatment conditioned for the retaining / perimeter walls. PR PS 29. Water tower signage lighting shall be externally illuminated and shall be dark sky compliant and directional. PR PS 30. Future buildings shall be approved by planning staff prior to permit issuance and shall incorporate design elements consistent with a contemporary agrarian design theme, consistent with this Master Plan of Development. Building footprints and elevations may vary provided the overall design theme and square-footage analyzed for traffic and sewer capacity are maintained. PR PS 31. All trash enclosures shall be constructed of dark color split face block or similar and shall include high quality solid metal doors. Enclosures shall be designed in accordance with Cal Green requirements. PR PS 32. Any second floor greater than 50% of the first floor area of a commercial building shall have a finished floor elevation of a minimum of 16-feet from finished floor elevation of the ground floor. PR PS 33. All stormwater basins shall be unfenced. Low level decorative split rail fencing may be approved by the Community Development Director. PR PS/CE 34. Lot 40 shall be eliminated from the final map. FM PS/CE 35. Easements for common access, parking, drainage, and amenity areas shall be recorded on the face of the map. Separate covenants shall be recorded governing use and maintenance responsibilities. An additional covenant shall be recorded notifying all future property owners that the project is governed by a Planned Development Overlay zone and any modifications or changes to the appearance, fencing, or amenity areas requires approval by the City. FM PS 36. All site lighting shall be shielded, directional, and dark sky compliant. Up lighting and festoon lighting shall be permitted within the commercial plaza area, hotel courtyard, amphitheater, and along the hotel entry façade only. Bollard and/or low level in-ground safety lighting shall be permitted along pedestrian pathways. PR PS 37. Tenant signage shall compliant with the project exhibits and PD38 standards. PR PS 38. Rear yard fencing of lots adjacent to the Del Rio Road Frontage shall be setback a minimum of 3-feet from any retaining wall in excess of 2-feet. PR PS 39. Drainage crossings shall be designed to enhance the natural drainage feature. Grading shall be minimized and shall be blended PR PS/CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer into the natural terrain to reduce impacts. Riparian vegetation shall be included in the landscape plan to enhance the drainage feature. Headwalls shall include decorative veneer or texture. Arched culvert or similar natural bottom culverts are required unless waived by the Community Development Director and City Engineer. 40. The site shall be maintained in and kept clear of any debris or storage including construction debris, unless part of an active, approved construction permit. All finishes shall be repaired or replaced as needed to maintain a high quality commercial / resort development. Any dead or non-thriving landscaping shall be immediately replaced. All landscaping required for screening of any use, structure, or utility /mechanical equipment shall be maintained at a height and density to achieve maximum screening while appearing groomed and orderly. Ongoing PS 41. No gates shall be permitted on any public or private roadway or accessway within the project area. Ongoing PS 42. For commercial, industrial, office or multi-family projects, all existing and/or new ground-mounted appurtenances such as air- conditioning condensers, electrical transformers, backflow devices etc., shall be screened from public view through the use of decorative landscaping subject to approval by the Community Development Director or his designee. All fire department connections and/or back flow prevention devices for commercial and multi-family buildings shall be incorporated into the served buildings, unless waived by Community Development Director. If building integration is infeasible, all equipment shall be placed in a landscape planter and shall be fully screened by appropriately sized landscape species. PR PS/FD 43. All existing and/or new roof appurtenances such as air- conditioning units, grease hoods, etc. shall be screened from public view. The screening shall be architecturally integrated with the building design and constructed of compatible materials to the satisfaction of the Community Development Director or his designee. Ongoing PS 44. All mitigation measures included in the Mitigation Monitoring Program are hereby incorporated by reference and shall be implemented as listed or as conditioned. Ongoing PS/CE/FD 45. Cottage hotel units shall not include units over which the State has permitting jurisdiction. A maximum of 25% of the unit can have a full kitchen, unless otherwise approved by the subsequent Master PR PS Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer Plan of Development. 46. A deed notification shall be required to be recorded on all residential parcels notifying future buyers of the rural nature of the surrounding neighborhood and the possibility for animals and farm equipment that may produce added noise and odors. Public Works Department Public Works - Grading, Drainage, and Stormwater 47. A final Stormwater Control Plan (SWCP) and supporting hydrology report shall be approved by the City Engineer prior to issuance of any building permit, in accordance with the State regulations (Regional Water Quality Control Board Res. No. R3-2013-0032). PR CE 48. Prior to a final inspection of any permit the following City Stormwater documents shall be completed and approved by the City Engineer: • ATAS - SWP-1001_Engineer Certification Form • ATAS - SWP-1003_OwnerAgentInfo • ATAS - SWP-1007_Exhibit_B_Instructions_SCM FORM • ATAS - SWP-1008_Stormwater System Plans and Manuals • ATAS - SWP-2002 Stormwater O&M Process and Form Instructions • ATAS - SWP-3001_Stormwater System O&M_Agreement • ATAS - SWP-3002_Private Stormwater System Recorded Notice • Any other stormwater documents required by the Water Board or State of California. Email publicworks@atascadero.org for copies of the above City templates. PR CE 49. A Storm Water Pollution Prevention Plan (SWPPP) is required prior to any ground disturbing activities greater than 1 acre. The Waste Discharger Identification (WDID) number provided upon acceptance of the SWPPP into the State’s SMARTS system registration shall be noted on the Title Sheet of the relevant project plans. A project Qualified Stormwater Professional (QSP) shall coordinate with the City Inspector for State mandated storm water inspections and shall provide verification of QSP inspections, monitoring, SWPPP modifications and actions throughout project. PR CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer 50. All stormwater management improvements to be owned or managed by the funding mechanism referenced in Condition #14 and shall be identified in an Operation and Maintenance Plan/Agreement (OMP) and shall be recorded concurrently with the Final Map. The OMP shall include a financial plan addressing annual and long-term maintenance as well as replacement. Specific requirements for stormwater management may be required to be identified on an additional Final Map information sheet. PR/F CE 51. All culverts conveying creek stormwater shall not exceed velocity that results in detrimental environmental impacts such as downstream flooding, erosion, minimization of vegetation. PR CE 52. Flood control basins are utilized in the City of Atascadero, as determined appropriate depending upon site conditions: Retention basins, Detention basins, and Subsurface Infiltration Basins. In all cases, the Project Engineer shall provide evidence that the basin will completely drain within seven (7) days to the satisfaction of the City Engineer. Retention Basin. Any drainage basin which is used as a terminal disposal facility shall be classified as a retention basin. If included in the project, any retention basin shall comply with all applicable State and local regulations including the following: a. Percolation Test Required. A minimum of 3 percolation tests per basin shall be submitted to the City Engineer for review and approval prior to approval of the plans. The project engineer shall submit calculations and a report demonstrating the basin will drain within seven-days of a single storm event as noted above. Deep soil borings may be required in areas where there is concern of shallow depth to groundwater or bedrock. Percolation tests shall be performed at depths below the basin bottom. Detention Basin. Any drainage basin which has a downstream outlet designed to meter the outflow shall be classified as a detention basin. If included in the project, any detention basin shall comply with all applicable State and local regulations. Subsurface Infiltration Basins. Subsurface basins may be used for either retention or detention of site runoff, where their application is suitable for project conditions. If included in the project, any subsurface basins shall comply with all applicable State and local regulations. Subsurface basins shall be limited to locations where the depth to seasonally high groundwater is greater than 10-feet below the deepest portion of the basin. Drain Rock. Drain rock shall be clean, crushed granite (or clean, angular rock of similar approved hardness) with rock size PR CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer ranging from 1-1/2-inch to 3/4-inch. Rock gradation shall conform to the Specification of ASTM C-33 #4. Operational Requirements. • Water quality of inflow (both sediment and chemical loading) may require pretreatment or separation • Maintenance plan, including provisions for vehicular access and confined-space entry safety requirements, where applicable • A safe overflow path shall be identified on the plan and may require easements Overflow Path Required. The design of all drainage basins shall identify the designated route for overflow. The Project Engineer shall design the overflow path so that the flow in a 100- year storm is non-erosive and will not damage downstream improvements, including other basins. Easements may be required for concentrated flows across multiple properties. Public Works - Utilities 53. Public utilities shall be installed in all public rights-of-way to the satisfaction of the City Engineer. This shall include the installation of fiber optic cable or conduit for such as appropriate. PR CE 54. Prior to recording the Final Map, the Applicant shall have the map reviewed by the public utility providers for power, telephone, gas, cable TV, and the Atascadero Mutual Water Company. The Applicant shall obtain a letter from each utility company stating that the easements and rights-of-way shown on the map for public utility purposes are acceptable. FM CE 55. Each building shall be served with separate services for water, sewer, gas, power, telephone, fiber/communication, and cable TV. Utility laterals shall be located and constructed to each building in accordance with City Engineering Standards and Standard Specifications and other applicable codes. PR CE 56. New and replacement utility distribution systems and services, including all existing utilities along all project frontages, shall be constructed underground, to the satisfaction of the City Engineer. PR CE 57. The Applicant shall extend the water distribution system to the satisfaction of the Atascadero Mutual Water Company (AMWC) and City Engineer. PR CE 58. The water system shall include easements outside of the road rights-of-way for water system facilities as required by the AMWC and to the satisfaction of the City Engineer. PR CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer 59. Separate water meters shall be installed for irrigation of common open space areas. PR CE 60. Above ground facilities required for the water distribution system, such as backflow prevention device assemblies, pressure reducing units, and pressure booster stations, shall be located outside the public right-of-way and shall include visual screening to the satisfaction of AMWC and the City. Fire connections and backflow devices for the commercial and multifamily buildings shall be installed per Condition #42. PR CE 61. The wastewater collection system shall be designed and constructed in accordance with City Engineering Standards and Specifications to the satisfaction of the City Engineer. Gravity sanitary sewer (SS) mains shall terminate in manholes. The development’s private sanitary sewer main shall tie in to City sewer on Del Rio Road and/or San Ramon Road in a manhole. PR CE 62. All non-residential uses/buildings must demonstrate that wastewater effluent composition meets City requirements, or pre- treatment may be required. For uses that require pre-treatment, a sampling location shall be provided to sample effluent prior to discharge to sewer main line. PR CE 63. Sewer capacity charges/fees will be applied to building permit at issuance. The applicant shall pay sewer fees in effect at the time the Vesting Parcel Map was deemed complete. If any unique uses are proposed, specific wastewater information may be required to be submitted, subject to the request and approval of the City Engineer. PR CE 64. Per Mitigation Measure USS-01, prior to occupancy for any use, the developer shall upgrade City Lift Station 14 with the following: a. Install new 30 HP submersible pumps and associated piping improvements b. Install new wet well roof and hatch c. Install new Motor Control Center (MCC), Variable Frequency Drives (VFDs), and upgrade controls d. Install stationary emergency generator, propane tank, and associated piping e. Bypass pumping during construction Concurrent with the submittal of the first building permit, submit a public improvement plan set for the upgrading of the Lift Station 14 outlined above to the Public Works Department for review and approval. PR CE 65. Per Mitigation Measure USS-02, prior to occupancy of any use that exceeds 196 gallons per minute at peak hour (GPM) flow at Lift Station 14, the developer shall upgrade City Lift Station 14 with the following: PR CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer a. Replacement of existing pumps with minimum 40‐Hp pumps and associated piping upgrades, or as approved by the City Engineer based on an updated analysis. b. Remove and replace existing wet well with minimum 8’ diameter wet well. c. Pipeline connection improvements. d. Install new MCC, VFDs, and upgrade controls. e. Upsize the emergency generator as needed. f. Bypass pumping during construction. Concurrent with the submittal of the any building permit application which would trigger the exceedance of 196 GPM, submit a public improvement plan set for the upgrade of Lift Station 14 as outlined above to the Public Works Department for review and approval. Public Works – Subdivision / Public Improvements 66. If any conditioned improvements are installed by another project, this project shall pay their fair share toward any installed improvement or facility. Fair Share payments shall be determined by the City Engineer. PR CE 67. Prior to the issuance of building permits, the applicant shall provide the fair share payment for the Ramona Rd realignment and planned improvements for the Del Rio Road corridor in the vicinity of US 101 and any associated improvements and signal timing modifications as listed in the mitigation monitoring program, including: • Ramona Road realignment and associated widening of Del Rio Road including pedestrian facilities. • Reconfiguration and signal modifications of US101 southbound / Del Rio Road intersection, including pedestrian crosswalks. • Addition of dedicated right turn lane on Del Rio Road to US101 northbound ramp and associated signal modifications. • Intersection improvements at Del Rio Road / El Camino Real. All fair share percentages and fees shall be reviewed and approved by the City Engineer. Fair share percentages shall be based on an updated traffic analysis, paid for by the developer an approved by the City Engineer. Fair share fees shall be based on an updated project cost estimate at the time of permit issuance, as determined by the City Engineer. Fair share fees shall be paid prior to issuance of each building permit for any traffic generating use. It is anticipated that the City will complete the Ramona Road realignment prior to commencement of the project. If these PR CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer improvements are not completed, “Do Not Block” Intersection Markings per the California Manual on Uniform Traffic Control Devices (CAMUTCD) Section 3B.17 shall be completed at the Ramona Road intersection prior to occupancy of any commercial or residential use. Should the improvements outlined in MM TRANS-04 (Del Rio/US101/El Camino Real) not be complete at the time of occupancy for any use in the project, the developer shall be responsible for constructing those improvements. An updated traffic analysis may be provided to determine the trigger for improvement completion. If improvements are not constructed prior to permit submittal for this project, the applicant will coordinate with the City and Caltrans on construction of the required lane widening. 68. Should a developer construct oversized improvements, any costs of the installed improvements in excess of the project’s proportional share, may be eligible for a TIF fee credit. Any potential TIF fee credit will be calculated by the City and will comply with any City resolution guiding TIF Fee credits in place at the time of construction of the improvements. The developer constructing the improvements may also be eligible for reimbursement from other developments conditioned to participate. Ongoing PS/CE 69. The project shall construct all improvements needed to accommodate each phase of the development. Phase 1 (Commercial): Prior to or concurrently with the issuance of permits to commence the project, a public improvement plan shall be reviewed and approved by the City Engineer and an encroachment permit shall be issued for improvements on Del Rio Road and any improvements at the intersection of San Ramon Road and Del Rio Road including: a. Curb, gutter, and a 6-foot sidewalk along Del Rio Road b. Associated road widening c. Striping and signage d. Improvements on project corner. e. Installation of a ladder striped crosswalk on the eastern leg of the Del Rio Road / San Ramon intersection f. The crosswalk shall be supplemented with pedestrian warning signage and rectangular rapid flashing beacon (RRFB) on both sides of the road. The crosswalk across the northern side San Ramon Road shall not be included. g. Lighting at the intersection of Del Rio Road and San Ramon Road sufficient for pedestrian and vehicular safety. Light shall be provided both on the north and south side of the intersection Phase 2 (single-family): Prior to issuance of any permit for the single-family neighborhood, a public improvement plans shall be reviewed and approved by the City Engineer and an FM PS/CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer encroachment permit shall be issued for improvements as detailed below: a. Curb, gutter, and a 6-foot sidewalk along San Ramon Road. Sidewalk shall terminate to a point North of Street D as determined by the City Engineer. b. A contiguous pedestrian path of travel shall be provided along Del Rio Road to the existing sidewalk on the south side of the freeway overpass. Both phase 1 and phase 2 public improvements must be completed or bonded for prior to recordation of the final map. Phase 2 multi-family Improvements are the same as listed for Phase 1 and are to be complete prior to construction of any multi- family building per conditions. 70. The connection between Street D and Street A shall be designed as one-way with traffic flowing from the residential area to the commercial area. The intersection shall be designed to discourage through traffic and shall include signage to prohibit entry from Street A to Street D (commercial to residential). This connection will also serve as an emergency egress from Street D and shall not be gated or designed in any way which hinders emergency vehicle access. FM/PR CE/PS/FD 71. All mitigation measures included in the mitigation monitoring program shall be implemented as conditioned. Conditions listed are intended to supplement and refine mitigation measures. Any discrepancy shall be resolved by a determination of the City Engineer and Community Development Director. Ongoing PS/CE 72. Public improvement plans (PIPs) shall be prepared by a licensed civil engineer. PIPs shall be prepared on 24”x36” plan sheets, use the City Standard border and signature block, and shall comply with Section 2 of City Standard Specifications. All plans shall contain the City of Atascadero "Standard Notes for Improvement Plans" on file in the City Engineer's office. PR CE 73. A 6-foot wide Public Utility Easement (PUE) shall be dedicated contiguous to the new road rights-of-way for the property frontages along San Ramon Road and Del Rio Road. FM CE 74. Road slope easements shall be dedicated where the road prism cut/fill slopes extend beyond the right-of-way. The easement shall extend not less than five feet (horizontally) beyond any daylight or catch line of the graded slope or other required road facility (such as a brow ditch, retaining wall, drainage swale, etc.), to the satisfaction of the City Engineer. FM CE 75. Prior to Encroachment permit issuance, the Developer shall execute an “Engineer of Work Agreement” form designating who will be providing engineering support for the design and construction of the improvements for the project (Engineer of Record). The City and Engineer of Record (EOW) inspectors are PR CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer to work together in collection and record keeping necessary for the inspection and approval of the improvements. The EOW inspector shall be onsite when work requiring inspection occurs. City inspections will occur based on the agreed upon schedule with City Staff. 76. The horizontal and vertical design of roads shall be in compliance with the City of Atascadero Engineering Standards and Caltrans design requirements, if applicable, to the satisfaction of the City Engineer. The City Engineer reserves the right to make modifications to all submitted road designs, when in the opinion of the City Engineer, the public’s health and safety is benefitted. PR CE 77. The design of structural pavement sections for on-site roads shall be based on minimum a Traffic Index (TI) = 6.0 and a 20-year design life. Off-site/public roads must match existing pavement sections and/or City Standards Specifications to the satisfaction of the City Engineer. PR CE 78. New roads with pavement placed prior to the construction of buildings will be subjected to additional construction traffic and wear associated with the on-site construction not included in the design life of the pavement section. Therefore, to off-set this, the AC thickness shall be increased from that which is derived from Caltrans method by either: a. 1” if the pavement is placed prior to building construction (not phased) b. 1.5” if the pavement construction is phased (i.e. – a portion of the ultimate pavement thickness is deferred and a final pavement wearing course placed prior to final inspection). c. Final pavement wearing course shall not be less than 1.5” d. Street centerline monuments shall be provided at intersections and at the beginning and end of curves along the street centerline PR CE Public Works - General 79. All public improvements shall be constructed in conformance with the City of Atascadero Engineering Department Standard Specifications and Drawings, except as noted above or as approved by the City Engineer. PR CE 80. In the event that the applicant is allowed to bond for the public improvements required as a condition of the map, the applicant shall enter into a Subdivision Improvement Agreement with the City. FM CE 81. An engineer’s estimate of probable cost for Subdivision Improvements shall be submitted for review and approval by the City Engineer to determine the amount of the bond. FM CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer 82. The Subdivision Improvement Agreement (SIA) shall record concurrently with the Final Map. If it is the intent of the developer to pursue a reimbursement agreement with the City for the installation of any oversized improvements, reference to said agreement and terms shall be included in the SIA. FM CE 83. The applicant shall be responsible for the relocation and/or alteration of existing utilities. PR CE 84. The applicant shall monument all property corners for construction control and shall promptly replace them if disturbed. FM CE 85. Prior to recording the final map, the applicant shall either bond for or set monuments at all new property corners. A registered civil engineer licensed to perform land surveying or licensed land surveyor shall indicate by certificate on the parcel map, that corners have been set or shall be set by a date specific and that they will be sufficient to enable the survey to be retraced. FM CE 86. The applicant shall acquire title interest in any off-site land that may be required to allow for the construction of the improvements. The applicant shall bear all costs associated with the necessary acquisitions. The applicant shall also gain concurrence from all adjacent property owners whose ingress and egress is affected by these improvements. FM CE 87. Drainage easements shall be provided as needed to accommodate both public and private drainage facilities. FM CE 88. Prior to recording the tract map, the applicant shall pay all outstanding plan check/inspection fees. FM CE 89. Prior to recording the map, the applicant shall bond for or complete all improvements required by these conditions of approval. FM CE 90. Prior to the final inspection of any public improvements, the applicant shall submit a written statement from a registered civil engineer that all work has been completed and is in full compliance with the approved plans. FM CE 91. Prior to the final inspection, the applicant shall submit a written certification from a registered civil engineer or land surveyor that all survey monuments have been set as shown on the final map. FO/TO CE 92. An encroachment permit shall be obtained prior to any work within City rights of way. PR CE 93. Prior to the issuance of building permits, the applicant shall submit a grading and drainage plan prepared by a registered civil engineer for review and approval by the City Engineer. PR CE Resolution 2023-013 Exhibit A Conditions of Approval DEV21-0066 Vesting Tentative Tract Map 3177 Barrel Creek APNs 049-131-043, 044, 052, 058, and 066 Timing FM: Final Map BL: Business License PR: Permit Review FI: Final Inspection TO: Temporary Occupancy FO: Final Occupancy Responsibility /Monitoring PS: Planning Services BS: Building Services FD: Fire Department PD: Police Department CE: City Engineer Fire Department 94. Fire hydrants shall be located within 100-feet of the fire department connection for each building. PR FD 95. A 26-foot wide fire lane shall be provided no closer than 15-feet and no farther than 30-feet from any building exceeding 30-feet in height, subject to the approval of the Fire Marshal and City Engineer. This may be accommodated within the parking lot drive aisles. PR FD/CE 96. An Atascadero Construction Site Safety Plan is required to be submitted and approved prior issuance of building permits. PR FD 97. The turn-around area at the terminus of street “C” within the residential subdivision shall include red curb and no parking signage. PR FD/CE 98. A fire flow calculation for each commercial and multi-family structure shall be provided during building permit review to determine required hydrant spacing. PR FD MITIGATION MEASURE Timing Aesthetics AES-1 Landscaping shall be included along the San Ramon and Del Rio frontages to buffer higher density residential lots from surrounding existing rural residences. Landscaping shall include small shrubs and grasses along with street trees. Street trees along San Ramon shall be installed in a natural grouped pattern and shall include native species. Landscaping along Del Rio shall include shrubs and grasses as well as London plan trees at a spacing of 30-feet on-center consistent with the adjacent Apple Valley development. A minimum of 8 feet of landscaped area shall be provided along each frontage. Prior to Building Permit Issuance / Project Final AES-2 Columnar landscaping and canopy shade trees shall be provided along the norther property line to provide visual screening of the 4-story hotel from the adjacent residential parcel. Landscaping shall include evergreen species and shall be designed to block visual impacts to the greatest extent possible. Prior to Building Permit Issuance / Project Final AES-03 Site lighting shall be low-level safety lighting for the parking lot areas. Lighting shall be on motion sensors to minimize lighting when areas are not in use. All pole lighting shall be a maximum of 14-feet in height and shall be shielded and directional. Prior to Building Permit Issuance / Project Final AES-04 Low level lighting shall be placed at the intersection of San Ramon and Del Rio Road for safety. Additional lighting at the Apple Valley frontage shall be installed as needed to facilitate safe lighting levels at the intersection. Prior to Building Permit Issuance / Project Final Resolution 2023-013 Exhibit A AES-05 All site walls visible from the exterior of the site shall be decorative walls and shall include decorative veneer. Prior to Building Permit Issuance / Project Final AES-06 Lighting at the north hotel façade and west facing portion of the façade closest to the proposed multi-family units shall include pedestrian scale bollard lighting only. No architectural feature lighting is permitted. Fully shielded directional lighting shall be permitted where needed for egress safety. Prior to Building Permit Issuance / Project Final Air Quality AQ-01 Water exposed soil during active construction at a specific frequency to achieve dust suppression. Ongoing during Construction AQ-02 Apply water at a specific frequency during active demolition to achieve dust suppression. Ongoing during Construction AQ-03 Water construction roads a minimum of twice daily. Ongoing during Construction AQ-04 Maintain a 25 mile per hour speed limit for all vehicles during construction Ongoing during Construction AQ-05 Zero or low-VOC paints shall be used throughout the project. Prior to Building Permit Issuance / Project Final AQ-06 Limit heavy equipment idling to no greater than 5 minutes at a single location Ongoing during Construction Cultural Resources CUL-01 Prior to the issuance of any permits on-site, an Archeological Monitoring Plan shall be prepared by a qualified archeologist and shall be approved by the City of Atascadero. All recommendations of the plan shall be implemented as directed. Prior to Building Permit Issuance CUL-02 All grading and site disturbance activities shall be monitored by a qualified archeologist and a monitor from a local tribal representative. Ongoing during Construction CUL-03 Prior to demolition of the Quonset hut, the applicant shall provide documentation that includes floor plans, elevations, photographs and historical facts related to the structure. The report shall be approved and filed by the City prior to permit issuance for demolition. Prior to Building Permit Issuance Greenhouse Gas Emissions GHG-01 Provide a pedestrian-friendly and interconnected streetscape with good access to/from the development for pedestrians, bicyclists, and transit users to make alternative transportation more convenient, comfortable and safe. Prior to Building Permit Issuance GHG-02 Provide large canopy shade trees throughout the parking areas to reduce evaporative emissions from parked vehicles. Prior to Building Permit Issuance GHG-03 The multi-family portion of the development shall meet or exceed CALGreen Tier 2 standards. Prior to Building Permit Issuance GHG-04 See AQ mitigation measures Noise Resolution 2023-013 Exhibit A NOI-01 Construction activities shall be limited to 9am to 7pm on Saturdays and shall not occur on Sundays. Ongoing during construction Transportation TRANS-01 The Crosswalk at Del Rio Road shall include ladder striping for the crosswalk at the eastern leg of the intersection. The crosswalk shall be supplemented with pedestrian warning signage and rectangular rapid flashing beacon (RRFB) on both sides of the road. The crosswalk across the northern side San Ramon Road shall not be included. Prior to Building Permit Issuance / Project Final TRANS-02 The intersection of San Ramon Road and Del Rio Road shall be illuminated with down lighting sufficient for pedestrian and vehicular safety. Light shall be provided both on the north and south side of the intersection. Prior to Building Permit Issuance / Project Final TRANS-03 A contiguous pedestrian path of travel shall be provided along Del Rio Road to the existing sidewalk on the south side of the freeway overpass prior to occupancy of any residential units. Prior to Building Permit Issuance / Project Final TRANS-04 Prior to occupancy of any use on the project, the following improvements shall be completed at the Del Rio and El Camino Real intersection: • Restripe the eastbound approach to a left, through, and right turn lane and modify the left turn to protected- permissive phasing, • Add a westbound left turn lane (required for eastbound through lane transition) with permissive phasing, • Modify the southbound and northbound left turns to protected-permissive phasing, • Add overlap phasing to the southbound right turn pocket currently under construction, • Replace eight-inch traffic signal heads with 12-inch heads, • Install yellow reflective tape on all backplates, • Install new signage and replace non-reflective signs, and • Optimize signal timings for all coordinated signals including updating pedestrian and yellow clearance times at Del Rio and El Camino Real. It is anticipated that these improvements will be completed by the Marketplace Project prior to commencement of the Barrel Creek Project. This project shall pay their fair share toward these improvements. Fair share shall be based on current cost estimates. Should the developer construct the improvements, any costs of the installed improvements in excess of the project’s proportional share may be eligible for a TIF fee credit. Any potential TIF fee credit will be calculated by the City and will comply with any City resolution guiding TIF Fee credits in place at the time of construction of the improvements. The developer constructing the improvements may also be eligible for reimbursement from other development conditioned to construct specified improvements. Prior to Occupancy TRANS-05 The applicant/developer shall pay their fair share towards improvements at the US101/Del Rio interchange as specified in the Del Rio Road Commercial Area Specific Plan including the addition of a westbound right- turn lane to the intersection of Del Rio Road/US 101, such that there would be two westbound lanes on Del Rio Road from El Camino Real to the US 101 North ramp with a dedicated right turn lane onto US 101 northbound. Prior to Building Permit Issuance Resolution 2023-013 Exhibit A TRANS-06 The applicant/developer shall pay their fair share toward the realignment of Ramona Road and associated frontage improvements along Del Rio Road between San Ramon and US 101. Cost estimates for the fair share payment shall be based on a current cost estimate or the actual costs if the project is completed prior to permit issuance. It is anticipated that the City will complete these improvements prior to commencement of the project. If these improvements are not completed, Do Not Block Intersection Markings per the California Manual on Uniform Traffic Control Devices (CAMUTCD) Section 3B.17 shall be completed at the Ramona Road intersection prior to occupancy of any commercial or residential use. Prior to Building Permit Issuance TRANS-07 A striped crosswalk shall be provided across “Street A” (project entry street at Del Rio Road) to connect the pedestrians from the commercial portion of the project to the Del Rio Road sidewalk and crossing at San Ramon. Prior to Building Permit Issuance / Project Final Tribal and Cultural Resources TCR-01 See mitigation measure CUL-01. Utility and Service Systems USS-01 Prior to occupancy for any use, the developer shall upgrade Lift Station 14 with the following: • Install new 30 HP submersible pumps and associated piping improvements • Install new wet well roof and hatch • Install new Motor Control Center (MCC), Variable Frequency Drives (VFDs), and upgrade controls • Install emergency generator, propane tank and associated piping • Bypass pumping during construction Building Permit USS-02 Prior to occupancy of any use that exceeds 196 gallons per minute at peak hour flow at Lift Station 14, the developer shall upgrade Lift Station 14 with the following: • Replacement of 30‐Hp submersible pumps with 40‐Hp pumps and associated piping upgrades • Remove and replaced existing wet well with minimum 8’ diameter wet well • Pipeline connection improvements • Install new MCC, VFDs, and upgrade controls • Upsize the emergency generator • Bypass pumping during construction Building Permit Resolution 2023-013 Exhibit A 7 /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 352-(& &29(5 6 (( % 5 5 ( / & 5 ( ( . 0 , ( 8 6 ( 352-(& ,5(& 25 2:1(5 ),567 66(0%/ 2) 2' 5',// 9(18( 7 6& '(52 & &217 &7 55(77 .586(3+21( (0 ,/ 55(77 7 6& '(52),567 &20 5& , (& 550 '(6, 1 5283 6 +, 8(5 675((7 68,7( 6 1 /8,6 2%,632 & &217 &7 ' 5,1 & %5 /3+21( (0 ,/ '-& %5 / 550'(6, 1 &20 / 1 6& 3( 5& , (& 550 '(6, 1 5283 6 +, 8(5 675((7 68,7( 6 1 /8,6 2%,632 & &217 &7 / 1&( :,(56&+(03+21( (0 ,/ /':,(56&+(0 550'(6, 1 &20 &,9,/ (1 ,1((5 550 '(6, 1 5283 6 +, 8(5 675((7 68,7( 6 1 /8,6 2%,632 & &217 &7 7,0 : /7(563+21( (0 ,/ 7-: /7(56 550'(6, 1 &20 352-(& (6&5,3 ,21 7+( 352-(&7 ,6 ,1 7+( &,7 2) 7 6& '(52 21 7+( &251(5 2) '(/ 5,2 52 ' 1' 6 1 5 021 52 ' :(67 2) +, +: 7+( 352-(&7 6,7( &216,676 2) ),9( 3 5&(/6 727 /,1 3352;,0 7(/ &5(6 31 1' 7+( 3523(57 ,6 &855(17/ =21(' 585 / 68%85% 1 56 7+( 352-(&7 6,7( ,6 0267/ 9 & 17 (;&(37 )25 7:2 (;,67,1 6,1 /( ) 0,/ 5(6,'(1&(6 1' &&(6625 6758&785(6 21 31 1' :+,&+ :,// %27+ %( '(02/,6+(' 6 3 57 2) 7+,6 '(9(/ 230(17 7+( 352-(&7 ,6 /2& 7(' /21 '(/ 5,2 52 ' 1' 6 1 5 021 52 ' 1' '- &(17 72 7+( +, +: 7+( &855(17 352-(&7 '(6&5,37,21 ,6 72 5(=21( 7+( 6,7( 72 &&2002' 7( 0,;785( 2) 5(6,'(17, / 1' &200(5&, / 86(6 ,1&/8',1 648 5( )((7 2) /, +7 ,1'8675, / 63 &( 648 5( )((7 2) 5(67 85 17 63 &( 648 5( )((7 2) :,1(5 %5(:(5 63 &( 1' 5220 +27(/ 6 :(// 6 6,1 /( ) 0,/ 5(6,'(17, / ':(//,1 81,76 08/7, ) 0,/ 5(6,'(17, / ':(//,1 81,76 1' 0,&52 &20081,7 7+( )2//2:,1 (17,7/(0(176 5( 17,&,3 7(' 72 %( &225',1 7(' :,7+ 7+( 33/,& 17 1' 7+( &,7 2) 7 6& '(52 &2008 1,7 '(9(/230(17 '(3 570(17 (1(5 / 3/ 1 0(1'0(17 =21( &+ 1 ( 3/ 11(' '(9(/230(17 9(67,1 7(17 7,9( 75 &7 0 3 (17,7/(0(17 68%0,77 /6 352326( 72 &+ 1 ( 7+( (;,67,1 / 1' 86( 1' =21,1 &855(17/ =21(' 5(6,'(17, / 68%85% 1 56 81'(5 / 1' 86( 68%85% 1 (67 7(6 6( 7+( 352326(' =21( &+ 1 (6 :28/' &216,67 2) (1(5 / 5(7 ,/ &5 1' /2: '(16,7 5(6,'(17, / 08/7,) 0,/ 0)5 :,7+ 3/ 11(' 29(5/ 3' 7+( 352326(' / 1' 86(6 :28/' &216,67 2) (1(5 / &200(5&, / & 1' 0(',80 '(16,7 5(6, '(17, / 0'5 7+( 3/ 11(' '(9(/230(17 29(5/ :28/' &&2002' 7( 7+( 5 1 ( ,1 86(6 &217(03/ 7(' 1' 6(59( 72 //2: 025( 81,48( 3523(57 '(9(/230(17 67 1' 5'6 &216,67(17 :,7+ 7+( )8785( &,7 6 9,6,21 2) 7+,6 5( 5&+,7(&785 / '(6, 1 5(9,(: ,6 17,&,3 7(' )25 6,7( 1' %8,/',1 '(6, 16 ,1&/8',1 '(6, 1 8,'(/,1( 67 1' 5'6 )25 7+( 6,1 /( ) 0,/ /276 (19,5210(17 / 5(9,(:6 ,1 17,&,3 7,21 2) 0,7, 7(' 1( 7,9( '(&/ 5 7,21 % 6(' 21 ,5 48 /,7 ,03 &76 1' 75 )),& 1 / 6,6 678' 5( 6680(' 1(('(' 72 ,' ,1 7+( ())2576 2) '(9(/23,1 7(17 7,9( 75 &7 0 3 )25 68%',9,6,21 2) 7+( 3523(57 6 (( ,1 ( 7 352-(&7 &29(5 6+((7& &,9,/ 7,7/( 6+((7& &,9,/ (;,67,1 &21',7,216 0 3& &,9,/ 3 5&(/ 0 3& &,9,/ 5 ',1 1' '5 ,1 (& &,9,/ 5 ',1 1' '5 ,1 (& &,9,/ 5 ',1 1' '5 ,1 ( '(7 ,/6& &,9,/ &20326,7( 87,/,7,(6& &,9,/ &20326,7( 87,/,7,(6& 6,7( 6(&7,21 3/ 1& 6,7( 6(&7,216& 6,7( 6(&7,216& 6,7( 6(&7,216& &,9,/ 67250: 7(5 0 1 (0(17 3/ 1/ / 1'6& 3( &21&(378 / 3/ 1/ / 1'6& 3( &21&(378 / 3/ 1 (1/ 5 (0(17/ / 1'6& 3( 6,7( ,163,5 7,21/ / 1'6& 3( 6,7( ,163,5 7,21/ / 1'6& 3( 0 7(5, /6/ / 1'6& 3( 6,1 /( ) 0,/ 5(6,'(17, / 0 7(5, /6/ / 1'6& 3( 67250: 7(5 % 6,1 7 3,& // / 1'6& 3( 0 7(5, / ,163,5 7,21/ / 1'6& 3( /, +7,1 1' 6758&785(6/ / 1'6& 3( 02180(17 6, 1 (/ / 1'6& 3( 75(( 3527(&7,21 3/ 1/ / 1'6& 3( : // 1' )(1&,1 7 3,& // / 1'6& 3( 5'(1 : // 7 3,& // / 1'6& 3( 6,1 /( ) 0,/ 5(6,'(17, / 7 3,& // / 1'6& 3( 03+,7+( 7+(5 7 3,& // / 1'6& 3( ,11(5 &2857 5' 7 3,& // / 1'6& 3( 3 5.,1 (' ( 7 3,& // / 1'6& 3( &+ 0%(5 1' % 6,1 7 3,& / 5&+,7(&785 / 0 67(5 6,7( 0 3 5&+,7(&785 / 6,7( 3/ 1 0)5 &200(5&, / 5&+,7(&785 / 6,7( 3/ 1 6,1 /( ) 0,/ /276 5&+,7(&78 / 6,7( 6(&7,21 5&+,7(&785 / 6,1 /( ) 0,/ 1(, +%25+22' &29(5 6+((7 5&+,7(&785 / 7 3 6)5 /276 ,163,5 7,21 ,0 ( %2 5' 5&+,7(&785 / 7 3 6)5 /276 '(6, 1 8,'(/,1(6 5&+,7(&785 / 7 3 6)5 /276 '(6, 1 8,'(/,1(6 5&+,7(&785 / 7 3 6)5 /276 6(7% &. 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6 67 //6 3(5 %('5220 67 //6 3(5 %('5220 '',721 / )25 8(676 2 (/ .( 6 63 &(6 3/86 63 &( 3(5 81,7 3/86 3(5 81,76 5(6 85 1 6) 6) 727 / 6) 2) ,1'225 ',1,1 % 5 6) 2) .,7&+(1 2)),&( 5(675220 % &. 2) +286( 3 5.,1 % 6(' 21 6) ,1'225 ',1,1 5( 6) 3(5 2&& 2&& 7+(5()25( 2&& 2&& 3(5 7 %/( 7 %/(6 3(5 7+( &,7 5(48,5(0(176 ( &+ 7 %/( (48 /6 3 5.,1 67 // (03/2 (( 3 5.,1 63 &( 3(5 7 %/(6 7 %/(6 (03/2 (( 3 5.,1 63 &( 3(5 6) 2) .,7&+(1 6) 2) .,7&+(1 28 225 ,1,1 )25 5(6 85 1 21/ 6) 6) 2) 287'225 ',1,1 6) 3(5 2&& 2&& 2&& 3(5 7 %/( 7 %/(6 3(5 &,7 5(48,5(0(176 ( &+ 7 %/( (48 /6 3 5.,1 67 // (03/2 (( 3 5.,1 63 &( 3(5 7 %/(6 7 %/(6 /, ,1 86 5, / 352&(66,1 6) 67 // 3(5 6) 6) 6) 67 //6 25 67 //6 /, ,1 86 5, / 5( ,/ 6) 67 // 3(5 6) 6) 6) 67 //6 3/86 3(5 &+(&.67 1' %5(:(5 :,1(5 6) 6) 727 / 3 5.,1 5(4 :,1(5 86( 6) 2) 6) )25 6725 ( 1' 6) 3(5 7 67 ,1 7+(5()25( 6) 6) 2) &7,9( 25 3 5.,1 67 //6 1' 6) 6) 2) 7 67,1 3 5.,1 67 //6 3 5.,1 &21 ,18( 8 2 3 5.,1 & /&8/ 7,21 5('8&7,21 352326('6,1 /( ) 0,/ 5(6, (1 , / /2 6 3(5 ':(//,1 (;&(37 3(5 ':(//,1 ,6 5(48,5(' 3 5.,1 5(48,5( 72 / 3 5.,1 5(48,5( ( &/86,9( 2) 6)5 /2 6 3 5.,1 5( 8& ,21 352326( ( &/86(6,1 /( ) 0,/ 5(6, 1 , / 3 5.,1 6+ 5(' 21 6,7( 3 5.,1 '-8670(17 :+(5( 7:2 25 025( 1215(6,'(1 7, / 86(6 5( 21 6,1 /( 6,7( 7+( 180%(5 2) 3 5.,1 63 &(6 0 %( 5('8&(' 7+528 + '0,1 ,675 7,9( 86( 3(50,7 3 3529 / 6(&7,21 7 5 7( 2) ),9( 3(5&(17 )25 ( &+ 6(3 5 7( 86( 83 72 0 ;,080 2) 7:(17 3(5&(17 6 /21 6 7+( 727 / 180 %(5 2) 63 &(6 ,6 127 /(66 7+ 1 5(48,5(' )25 7+( 86( 5(48,5,1 7+( / 5 (67 180%(5 2) 63 &(6 2 / 3 5.,1 5(48,5( : 5( 8& ,21 6,1 /( ) 0,/ 5(6, (1 , / 2 / 3 5.,1 5(48,5( 2 / 3 5.,1 352326( 5()(5 72 6+((7 7+,6 6(7 )25 3 5.,1 %5( .'2:1 /2& 7,216 9,&,1, 0 3 6, ( Resolution 2023-013 Exhibit B &5((. 5 9(6 '( 5 ,2 5 ' 8 6 : ( & 0,1 2 5 ( 6 1 5 021 5 ' 9HVWL J 7H WDWLYH 7UDFW 0DS 1R ,1 7 ( &,7 2) 7 6& '(52 & ,)251, 87, ,7,(6 ( (&75,& 3 &,),& 6 ( (&75,&7( (3 21( 7 7& ( & 57(5 &20081,& 7,216 6 62& 6 &203 1 6(:(5 &,7 2) 7 6& '(52: 7(5 7 6& '(52 081,&,3 : 7(5 &203 1 25, 217 9(57,& &21752 7232 5 3 7232 5 3 1' 0 33,1 81'(5 7 ( ',5(&7,21 2)550 '(6, 1 5283 - 18 5 9,&,1,7 0 3 6 ((7 ,1'(; 127 72 6& ( & 7,7 ( 6 ((7& (;,67,1 &21',7,216 0 3& 9(67,1 7(17 7,9( 75 &7 0 3& 5 ',1 1' '5 ,1 (& 5 ',1 1' '5 ,1 (& 5 ',1 1' '5 ,1 ( '(7 , 6& &20326,7( 87, ,7,(6& &20326,7( 87, ,7,(6& 6,7( 6(&7,216& 6,7( 6(&7,216& 6,7( 6(&7,216& 6,7( 6(&7,216& 67250: 7(5 0 1 (0(17 3 1 7 ( 6,6 2) ( 5,1 ,6 (7:((1 7:2 )281' 02180(176 21'( 5,2 52 ' 7 .(1 6 1257 ( 67 ( (9 7,216 5( 6(' 21 1 9' 86,1 36 2 6(59 7,216 1' 352&(66(' 1 6 21 ,1( 326,7,21,1 86(5 6(59,&( 2:1(5 (5,& 7,(1.(1 55( &5((. 0 1 (0(17 & ( 3,1( 9( )5(612 & 5(35(6(17 7,9( 550 '(6, 1 5283 6 , 8(5 675((76 1 8,6 2 ,632 & 1' 86( 7 ( 352326(' 1' 86(6 5( &216,67(17 :,7 7 (352326(' &200(5&, 5(7 , &5 21,1 ',675,&7 :,7 3 11(' '(9( 230(17 29(5 3' )25 3 5&( 6 1' 5(6,'(17, 08 7,3 ( ) 0, 50) 21,1 ',675,&7 :,7 3 11(''(9( 230(17 29(5 3' )25 3 5&( 6 352-(&7 2& 7,21 & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ , /( 6 (( Resolution 2023-013 Exhibit B ::::::::2+'2+'2+'6)06)06)06)06)06)0(;,67,1 75(( 6(( 75(( 3527( 7,21 3/ 1 (;,67,1 75(( 6(( 75(( 3527( 7,21 3/ 1 (;,67,1 75(( 6(( 75(( 3527( 7,21 3/ 1 (;,67,1 75((6 1' 586+ 6(( 75(( 3527( 7,21 3/ 1 (;,67,1 32:(5 32/( (;,67,1 32:(5 32/( 1 : 1 : 1 : 1 ( 1 : 1 ( 1 ( 1 : 1 ( 1 : 1 ( (;,67,1 3 5 (/ /27 /,1( (;,67,1 3 5 (//27 /,1( -8',7+ + 55,6 75867 31 1 : 2))(5 2) '(', 7,213(5 30 2 30 /( (1' 6)0 (;,67,1 ,03(59,286 5( 8,/',1 6 VI 21 5(7( 685) ( 6) 727 / ,03(59,286 5( VI 352-( 7 67 7,67, 6 : /( / '(6 5,37,21 5( / 3523(57 ,1 7+( ,7 2) 7 6 '(52 2817 2) 6 1 /8,6 2 ,632 67 7( 2) /,)251, '(6 5, (' 6)2//2:6 3 5 (/ 31 7+26( 3257,216 2) /276 1' ,1 /2 . 2) 0(1'0(17 2) 7 6 '(52 2/21 ,1 7+( ,7 2) 7 6 '(52 2817 2) 6 1 /8,6 2 ,632 67 7( 2) /,)251, 25',1 72 0 3 5( 25'('-8/ ,1 22. 3 ( 2) 0 36 ,1 7+( 2)), ( 2) 7+( 2817 5( 25'(5 2) 6 ,' 2817 '(6 5, (' 6 )2//2:6 ( ,11,1 7 7+( 0267 :(67(5/ 251(5 25 6 ,' /27 7+(1 ( /21 7+( 1257+:(67(5/ /,1( 2) 6 ,'/27 1257+ ( 67 )((7 72 1 ,17(56( 7,21 :,7+ 7+( 2856( '(6 5, (' 6 6287+ ( 67 )((7 ,1 7+( '((' 72 7+( 67 7( 2) /,)251, 5( 25'(' 129(0 (5 ,1 22. 3 ( 2) 2)), , / 5( 25'6 7+(1 ( /21 6 ,' 2856( 6287+ ( 67 )((7 72 1,17(56( 7,21 :,7+ /,1( 352-( 7(' 1257+ :(67 )520 32,17 ',67 17 6287+ :(67 )((7 )520 (1 ,1((5 6 67 7,21 3 2 7 21 7+( (17(5 /,1( 2) 7+( '(3 570(17 2) 38 /, :25.6 6859( )25 67 7( +, +: 6 6 ,' (17(5 /,1( ,6 6+2:1 21 7+( 0 3 ),/(' ,1 7+( 67 7( +, +: 0 3 22. 3 (6 72 5( 25'6 2) 6 ,' 2817 7+(1 ( /21 6 ,' 352-( 7(' /,1( 6287+ ( 67 )((7 72 / 67 6 ,' 32,17 7+(1 ( 6287+ ( 67 )((7 72 7+(6287+( 67(5/ /,1( 2) 6 ,' /27 7+(1 ( /21 6 ,' 6287+( 67(5/ /,1( 6287+ :(67 )((7 72 7+( 1257+(5/ 7(50,186 2) 2856( ,1 7+( '((' 72 7+( 67 7( 2) /,)251, 5( 25'('6(37(0 (5 ,1 22. 3 ( 2) 2)), , / 5( 25'6 7+(1 ( /21 / 67 6 ,' 2856( 6287+ ( 67 )((7 72 7+( 6287+:(67(5/ 7(50,186 2) 2856( ,1 / 67 6 ,' '((' 7+(1 ( /21 7+( 6287+:(67(5/ 352/21 7,21 2) / 67 6 ,' 2856( 6287+ :(67 )((7 72 7+(6287+:(67(5/ /,1( 2) 6 ,' /27 7+(1 ( /21 7+( 6287+:(67(5/ /,1(6 2) 6 ,' /276 1' 1257+ :(67 )((7 72 7+( 32,17 2) ( ,11,1 3 5 (/ 31 7+ 7 3257,21 2) /27 ,1 /2 . 2) 0(1'0(17 2) 7 6 '(52 2/21 ,1 7+( ,7 2) 7 6 '(52 2817 2) 6 1 /8,6 2 ,632 67 7( 2) /,)251, 25',1 72 0 3 5( 25'(' ,1 22. 3 ( 2) 0 36 ,1 7+( 2)), ( 2) 7+( 2817 5( 25'(5 2) 6 ,' 2817 '(6 5, (' 6 )2//2:6 ( ,11,1 7 7+( ,17(56( 7,21 2) 7+( (17(5 /,1( 2) 6 1 5 021 52 ' :,7+ 7+( (17(5 /,1( 2) '(/ 5,252 ' 6 6+2:1 21 6 ,' 0 3 7+(1 ( /21 7+( (17(5 /,1( 2) 6 ,' 6 1 5 021 52 ' 1257+ :(67 )((7 72 32,17 21 7+( 6287+:(67(5/ 352/21 7,21 2) 7+( 1257+:(67(5/ /,1( 2) 7+( / 1''(6 5, (' ,1 7+( '((' 72 : /7(5 /28,6 +(/'7 1' :,)( 5( 25'(' 0 5 + ,1 22. 3 ( 2) 2)), , / 5( 25'6 6 ,' 32,17 (,1 7+( 758( 32,17 2) ( ,11,1 7+(1 ( /21 6 ,' 6287+:(67(5/ 352/21 7,21 2) 6 ,' 1257+:(67(5/ /,1( 1' ,76 1257+( 67(5/ 352/21 7,21 1257+ ( 67 )((7 72 7+( 1257+( 67(5/ /,1( 2) 6 ,' /27 7+(1 ( /21 6 ,' 1257+( 67(5/ /,1( 1257+ :(67 )((7 7+(1 ( 6287+ :(67 )((7 72 7+( (17(5 /,1( 2) 6 ,' 6 1 5 021 52 ' 7+(1 ( /21 7+( (17(5 /,1( 2) 6 ,' 6 1 5 021 52 ' 6287+ ( 67 )((7 72 7+( 758( 32,172) ( ,11,1 (; (37,1 7+(5()520 7+ 7 3257,21 2) 7+( / 1' ,1 /8'(' :,7+,1 7+( /,1(6 2) 6 1 5 021 52 ' 66+2:1 21 6 ,' 0 3 3 5 (/ 31 7+ 7 3257,21 2) /27 ,1 /2 . 2) 0(1'0(17 2) 7 6 '(52 2/21 ,1 7+( ,7 2) 7 6 '(52 2817 2) 6 1 /8,6 2 ,632 67 7( 2) /,)251, 25',1 72 0 3 5( 25'(' ,1 22. 3 ( 2) 0 36 ,1 7+( 2)), ( 2) 7+( 2817 5( 25'(5 2) 6 ,' 2817 '(6 5, (' 6 )2//2:6 ( ,11,1 7 7+( ,17(56( 7,21 2) 7+( (17(5 /,1( 2) 6 1 5 021 52 ' :,7+ 7+( (17(5 /,1( 2) '(/ 5,252 ' 6 6+2:1 21 6 ,' 0 3 7+(1 ( /21 7+( (17(5 /,1( 2) 6 ,' '(/ 5,2 52 ' 1257+ ( 67 )((7 7+(1 ( 3 5 //(/ :,7+ 7+( 1257+( 67(5/ /,1( 2) 6 ,' /27 1257+ :(67 )((7 7+(1 ( 6287+ :(67 )((7 72 7+( (17(5 /,1( 2) 6 ,' 6 1 5 021 52 ' 7+(1 ( /21 7+( (17(5 /,1( 2) 6 ,' 6 1 5 021 52 ' 6287+ ( 67 )((7 72 7+( 32,17 2) ( ,11,1 (; (37,1 7+(5()520 7+26( 3257,216 2) 7+( / 1' ,1 /8'(' :,7+,1 7+( /,1(6 2) 6 1 5 021 52 ' 1''(/ 5,2 52 ' 6 6+2:1 21 6 ,' 0 3 3 5 (/ 31 // 7+ 7 3257,21 2) /27 ,1 /2 . 2) 0(1'0(17 2) 7 6 '(52 2/21 ,1 7+( ,7 2) 7 6 '(52 2817 2) 6 1 /8,6 2 ,632 67 7( 2) /,)251, 25',1 72 0 3 5( 25'(' -8/ ,1 22. 3 ( 2) 0 36 ,1 7+( 2)), ( 2) 7+( 2817 5( 25'(5 2) 6 ,' 2817 '(6 5, (' 6)2//2:6 ( ,11,1 7 7+( 32,17 2) ,17(56( 7,21 2) 7+( (17(5 /,1( 2) 6 1 5 021 52 ' :,7+ 7+( (17(5 /,1( 2)'(/ 5,2 52 ' 7+(1 ( 1257+ ( 67 /21 7+( (17(5 /,1( 2) 6 ,' '(/ 5,2 52 ' )((7 72 7+(32,17 2) ,17(56( 7,21 :,7+ 7+( 1257+( 67(5/ /,1( 2) 6 ,' /27 7+(1 ( 1257+ :(67 /21 6 ,'1257+( 67(5/ /,1( 2) 6 ,' /27 )((7 7+(1 ( 6287+ :(67 )((7 72 7+( (17(5 /,1( 2)6 ,' 6 1 5 021 52 ' 7+(1 ( 6287+ ( 67 /21 6 ,' / 67 1 0(' /,1( )((7 72 7+( 32,17 2) ( ,11,1 (; (37,1 7+(5()520 7+ 7 3257,21 2) 7+( / 1' '(6 5, (' ,1 7+( '((' 72 : /7(5 /28,6 +(/'7 1' / 85 2/,9, +(/'7 +86 1' 1' :,)( 5( 25'(' 6(37(0 (5 ,1 22. 3 ( 2) 2)), , / 5( 25'6 /62 (; (37,1 7+(5()520 7+ 7 3257,21 2) 7+( / 1' '(6 5, (' ,1 7+( '((' 72 7+( 67 7( 2) /,)251, 5( 25'(' -81( ,1 22. 3 ( 2) 2)), , / 5( 25'6 /62 (; (37,1 7+(5()520 // 675((76 52 '6 1' //( 6 6 6+2:1 21 6 ,' 0 3 3 5 (/ 31 /27 ,1 /2 . 2) 0(1'0(17 2) 7 6 '(52 2/21 ,1 7+( ,7 2) 7 6 '(52 2817 2)6 1 /8,6 2 ,632 67 7( 2) /,)251, 25',1 72 0 3 5( 25'(' -8/ ,1 22. 3 ( 2)0 36 ,1 7+( 2)), ( 2) 7+( 2817 5( 25'(5 2) 6 ,' 2817 (; (37,1 7+(5()520 7+ 7 3257,21 2) 7+( / 1' / ,1 ( 67 2) 7+( :(67 /,1( 2) 7+( / 1' '(6 5, (' ,1 7+('((' 72 7+( 67 7( 2) /,)251, 5( 25'(' 129(0 (5 ,1 22. 3 ( 2) 2)), , /5( 25'6 /62 (; (37,1 7+(5()520 // 675((76 52 '6 1' //( 6 6+2:1 21 7+( 0 3 29( 5()(55(' 72 352-( 7 281' 5 (;,67,1 3 5 (/ /27 /,1(6 '- (17 281' 5 /,1( (;,67,1 0 -25 217285 (;,67,1 0,125 217285 (;,67,1 5((. )/2:/,1( (;,67,1 : 7(5 (;,67,1 6(:(5 )25 ( 0 ,1 & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ ( ,6 ,1 &21 , ,216 0 3 Resolution 2023-013 Exhibit B 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 - (17 281 5 ,1( - (17 281 5 ,1( - (17 281 5 ,1( 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 64)7 27 ( (1 35,9 7( 9( , 8 5 (66 35,9 7( 3( (675, 1 (66 35,9 7( 3 5.,1 35,9 7( 5 ,1 ( 35,9 7( 67250 5 ,1 35,9 7( 6(:(5 1 35,9 7(: 7(5 ( 6(0(176 29(5 2) 27 )25 7 ( (1(),7 2) 7 ( 35(6(17 1 )8785( 2:1(56 2) 276 7 528 35,9 7( 5 ,1 ( 35,9 7( 67250 5 ,1 35,9 7( 6(:(5 1 35,9 7(: 7(5 ( 6(0(176 29(5 2) 276 1 )25 7 ( (1(),7 2) 7 (35(6(17 1 )8785( 2:1(56 2) 276 7 528 38 , 87, ,7 1 38 , 6 ( 6(0(176 29(5 2) 276 1 38 , 87, ,7 ( 6(0(17 29(5 2) 276 7 528 ( 8 ,1 8, ,1 2 7,216 35,9 7( 9( , 8 5 (66 35,9 7( 3( (675, 1 (66 35,9 7( 5 ,1 ( 35,9 7( 67250 5 ,1 35,9 7( 6(:(5 1 35,9 7( : 7(5 ( 6(0(176 29(5 2) 27 )25 7 ( (1(),7 2) 7 ( 35(6(17 1 )8785( 2:1(56 2) 276 7 528 35,9 7( 5 ,1 ( 1 35,9 7( 67250 5 ,1 ( 6(0(176 29(5 2) 276 7 528 )25 7 ( (1(),7 2) 7 ( 35(6(17 1 )8785( 2:1(56 2) 276 7 528 ( 6(0(176 127(6 0 feet10050150 75 7 281 5 ,1( 352326( 27 ,1( - (17 281 5 ,1( 38 , 87, ,7 ( 6(0(17 35,9 7( 3( (675, 1 (66 ( 6(0(17 35,9 7( 6(:(5 ( 6(0(17 675((7 75(( ( 6(0(17 38( 33 ( 36( 67( 9(67,1 7(17 7,9( 75 7 0 3 12 & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ 3 5&(/ 0 3 Resolution 2023-013 Exhibit B ( ( ) ) 0 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 352326( 3(67250 5 ,1 352326( 3(67250 5 ,1 7 ,19 7 ,19 /27 /27 /27 5,0 ,19 1: ,19 6: 5,0 ,19 1: ,19 6( 5,0 ,19 1: ,19 6( 5,0 ,19 6( 5,0 ,19 1( ,19 6: 5,0 ,19 6( ,19 6: 5,0 ,19 1: 5,0 ,19 6 5,0 ,19 1: ,19 6( 5,0 ,19 1: ,19 6: 5,0 ,19 1 6( 5,0 ,19 6( 5,0 ,19 1: ,19 6: 7 ,19 1( ,19 : 7 ,19 1( ,19 1: 287/(7 )/ 7 ,19 ,19 7 7,( ,1 7 ,19 287/(7 )/ 7 ,19 1( ,19 6: 7 ,19 1( ,19 6: 7 ( 6: 1: 287/(7 )/ 7 ,19 7 ,19 287/(7 )/ 1 /( 37(5 723 %27720 7 ,19 5,0 ,19 1: ,19 6: 7 ,19 1: ,19 6( 352326( 0 672507( 0%(56 6(( (7 ,/6 21 6 ((7 352326( 0 672507( 0%(56 6(( (7 ,/6 21 6 ((7 352326( 67 ,13/ ( 21 5(7( ( : //6 7 3 352326( 67 ,13/ ( 21 5(7( ( : //6 7 3 352326( 85% 5 03 7 3 352326( 85% 5 03 7 3 352326( 7581 7( 20(6 21/ 352326( 75 6 (1 /2685( 7 3 352326( 75 6 (1 /2685( 7 3 352326( : 7(5 72:(5 6(( / 1 6 3(3/ 16 7 3 352326( 75 6 (1 /2685( 7 3 352326( 7581 7( 20(6 21/ 352326( 7581 7( 20(6 21/ 352326( 7581 7( 20(6 21/ 352326( 67 ,1 3/ ( 21 5(7( ( : // 6(( (7 ,/ 21 6 ((7 %( ,1 : // (1 : // (1 : // %( ,1 : // %( ,1 : // (1 : // %( ,1 : // 352326( 5(7 ,1,1 : //6 (1 : // 3( 8/9(57 3,3( 3( 8/9(57 3,3( 0 0 0 0 0 0 0 723 %27720 7 ,19 1: 39 6 7 ,19 ,16(57 7((,19 7: %2: 67(3 : //:,7 5 ( 7: %2: 7: %2: 352326( 0 672507( 0%(56 6(( (7 ,/6 21 6 ((7 %27720 723 7 ,19 ,19 287 ,19 287 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 ,16(57 7((/27 /27 /27 /27 /27 /27 /27 /27 /27 0 feet60 1" = 30' 30 90 35(/,0,1 5 5 ,1 1 5 ,1 ( /( (1 352326( 35,9 7( 3( 67250 5 ,1 / 7(5 /6 6 67250 : 7(5 % 6,1 6(( 6 ((7 3 9,1 3(50( %/( 3 9(56 ( 25 7,9( 21 5(7( 352326( 08 %/2 . : // 72: 723 2) : // %2: %27720 2) : // 25 723 2) )227,1 21 5(7( 0, 67 7( %2 ,7 67 1 5 85% ,1/(7 5(,1)25 ( 21 5(7( & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ 5 ,1 5 ,1 ( Resolution 2023-013 Exhibit B A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A : : : : : : : : : : : 6)0 6)0 6)0 6)0 6)06)0666)0 6)0 6)0 6)0 & % %& 0 & , ,& 0 0 '6''6'6'6'6'6'6' ' ' ' ' 7 ,19 7 ,19 6( ,19 1: 7 ,19 1: ,19 6( 5,0 : 1: ,19 ( 5,0 ,19 6: ,19 1 ,19 287 ,19 287 5,0 ,19 6 ,19 1 723 %27720 5,0 ,19 6 ,19 1( 7 ,19 7 ,19 5 7,( ,1 72 ( ,67,1 675,3,1 ( ,67,1 675,3,1 6 :&87 /,1( ( ,67,1 675,3,1 7,( ,1 72 ( ,67,1 675,3,1 67 57 2) 7 3(5,1 352326(' 675,3,1 5 5 5 5 5,0 ,19 6 ,19 1: 7 ,19 6( 7 ,19 6( ,19 1: 7 ,19 1: ,19 6( 7 ,19 723 %27720 7 ,19 : ,19 ( 7 : ,19 ( 5,0 ,19 : ,19 ( :,'( )/86 &85% /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 5 '( %5( . 5(7 ,1,1 : // 5(7 ,1,1 : // 5(7 ,1,1 : // 35(/,0,1 5 5 ',1 1' '5 ,1 ( 0 feet60 1" = 30' 30 90 6(( 6 ((7 & & /( (1' 352326(' 35,9 7( '3( 67250 '5 ,1 / 7(5 /6 6' 67250 : 7(5 % 6,1 & 3 9,1 3(50( %/( 3 9(56 '(&25 7,9( &21&5(7( 352326(' &08 %/2&. : // &21&5(7( 0,'67 7( %2 &,7 67 1' 5' &85% ,1/(7 7 ( 3352 ,0 7( 5 : ( 57 :25. 48 17,7,(6 6 2:1 (5(21 5(35(6(177 ( (67,0 7(' 92/80(75,& ',))(5(1&( & /&8/ 7(' %(7:((1 7 ( 352326('68% 5 '( 1' ( ,67,1 5 '( 685) &( 1' 5( 68%-(&7 72 & 1 ( 7 (6( (67,0 7(6 '2 127 ,1&/8'( &216,'(5 7,216 )25 /266(6 25 %8/.,1 '8( 72 62,/ 0(1'0(176 67 %,/,= 7,21 &216758&7,21 7(& 1,48( )227,1 75(1& ,1 632,/6 (7& 7 (6( &216,'(5 7,216 ,1 '',7,21 72 &78 / ),(/' &21',7,216 1' 7 ( ),1 / 5(&200(1' 7,216 2) 7 ( (27(& 1,& / (1 ,1((5 0 6, 1,),& 17/ ())(&7 7 ( ),1 /,03257 ( 3257 48 17,7,(6 3352 ,0 7( 48 17,7,(6 6 2:1 21 7 (6( 3/ 16 5( )25 3(50,77,1 385326(6 21/ ,7 ,6 7 ( 5(63216,%,/,7 2) 7 (&2175 &725 72 & /&8/ 7( &78 / 48 17,7,(6 )25 7 ( 385326( 2)&216758&7,21 1' &267 (67,0 7(6 &2175 &725 ,6 /62 5(63216,%/( )25 '-8670(176 72 6/23( ,1 ( 32,176 ,1 25'(5 72 3529,'( 5 '(' 3 ' 5( '- &(17 72 3 7 6 : /.: 6 1' 52 '6 )25 87,/,7 %2 (6 75 16)250(56 1' %29( 5281' 87,/,7 ,1)5 6758&785( 3352 ,0 7( ( 57 :25. 48 17,7,(6 5 : &87 & ˗ 5 : ),//˗ & 672507(& & 0%(56 & ˗ 3(50( %/( 3 9(56 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( ˗ & 727 / ( 57 :25. & & &87 ),// 0,1 6(&7,21 6680(' & 29(5 % 6680(' 6/ % 5(,1)25&(' &21&5(7( 3 5 //(/ 3 5.,1 &251(5 1' &(17(5 0 5.,1 6 67 //6 '5 :1 72 6& /( 21 3/ 1 352326(' 2))6,7( )/2: 3 77(51 & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ 5 ,1 5 ,1 ( Resolution 2023-013 Exhibit B 75 9(/ / 1( 6(&7,21 675((7 ' & 35,9 7( 176 3 5 //(/3 5.,1 52:&/ 75 9(/ / 1( 3 5 //(/3 5.,1 : /. 3 8 ( 3 3 ( : /. &85% 877(5 & 3 9,1 29(5&/ 66 ,, % 6( 5(,1)25&('&21&5(7( 6,'(: /. &85% 877(5 5(,1)25&('&21&5(7( 6,'(: /. 52: 3 8 ( 3 3 ( 6(&7,21 675((7 35,9 7( 176 &/ 75 9(/ / 1( 3 5.,1 75 9(/ / 1( 3 5.,1 6,'(: /. 52: '((3(1(' &85% & 3 9,1 29(5&/ 66 ,, % 6(352326(' 3(50( %/( 3 9(56 '((3(1(' &85% '((3(1(' &85% 352326(' 3(50( %/( 3 9(56 )5(( 67 1',1 '((3(1(' &85% 5(7 ,1,1 : // 75 &7 %1' 9 5,(6 6(&7,21 % % 675((7 35,9 7( 176 75 9(/ / 1( 0(', 1 75 9(/ / 1( 75 9(/ / 1( /6 : /. 38( &//27 /,1( & 3 9,1 29(5&/ 66 ,, % 6(5(,1)25&('&21&5(7( 6,'(: /. &85% 877(5 &85% 877(5 %(1&+ 6(&7,21 & & 675((7 35,9 7( 176 &/ 52: 52: %(1&+ %(1&+ 75 9(// 1( 3 5 //(/3 5.,1 75 9(// 1( 3 5 //(/3 5.,1 : /. &85% 877(5 & 3 9,1 29(5&/ 66 ,, % 6( &85% 877(5 & 3 9,1 29(5&/ 66 ,, % 6( 5(,1)25&('&21&5(7( 6,'(: /. 6(&7,21 ' ' 675((7 35,9 7( 176 &/ 75 9(/ / 1( 3 5.,1 75 9(/ / 1( 3 5.,1 /6 52: 52: %(1&+ '((3(1(' &85% & 3 9,1 29(5&/ 66 ,, % 6(352326(' 3(50( %/( 3 9(56 '((3(1(' &85% '((3(1(' &85% 352326(' 3(50( %/( 3 9(56 )5(( 67 1',1 '((3(1(' &85% 5(7 ,1,1 : // 75 &7 %1' 6(&7,21 ) ) 675((7 35,9 7( 176 &/ 52: 75 9(// 1( 3 5 //(/3 5.,1 75 9(// 1( 3 5 //(/3 5.,1 %(1&+ : /. 52: &85% 877(5 & 3 9,1 29(5&/ 66 ,, % 6( 5(,1)25&('&21&5(7( 6,'(: /. &85% 877(5 %(1&+ 6(&7,21 ( ( 675((76 % 35,9 7( 176 &/ 3 5.,1 75 9(/ / 1( 3 5.,1 75 9(/ / 1( 3 5.,1 75 9(/ / 1( /6 /6 52: 75 9(/ / 1( 3 5 //(/3 5.,1 : /. 52: & 3 9,1 29(5&/ 66 ,, % 6( 5(,1)25&('&21&5(7( 6,'(: /. &85% 877(5 '((3(1(' &85% '((3(1(' &85% '((3(1(' &85% '((3(1(' &85% '((3(1(' &85% & 3 9,1 29(5&/ 66 ,, % 6(352326(' 3(50( %/( 3 9(56 352326(' 3(50( %/( 3 9(56 &2%%/( 25 63/ 6+%/2&. :+(5( 67250: 7(5 (17(56 08/&+)/ 7 %2772012 6/23(6 5 9(/ 6725 (12 6721( %,25(7(17,21 62,/ 0,; &21&5(7( & 7&+ % 6,129(5)/2: 287/(7 6758&785( +'3( 287/(76(( 3/ 1 )25 &217,18 7,21 +2 0 ,17 ,1(': 7(5 48 /,7 75( 70(17 5( %,25(7(17,21 ) &,/,7 176 0,1 6(( 3/ 1 6(&7,21 + + '(/ 5,2 52 ' 176 75 9(/ / 1( 75 9(/ / 1( : /. 52: (;,67,1 &85% 877(5 (;,67,1 &3 9,1 6(&7,21 & 3 9,1 29(5&/ 66 ,, % 6(0212/,7+,& &,7 67' &85% 877(5 1' 6,'(: /. %,.( 3 5.,1 (; 6: %,.( 52: 6 :&87 +(5( (; &/6 :&87 &/ /()7 7851 / 1( /27 0 ; )/2:/,1( 2)( 57+(1 6: /( 3523(57 /,1( 5(7 ,1,1 : // 3352; 0 ; (;326(' 38( 67( & 7&+ % 6,1 :,7+ 287/(77+528 + : // 72& 3785( /27 '5 ,1 ( 7 // 35,9 & )(1&( 9 5,(6 0 ; 75 9(/ / 1( 6(&7,21 , , 6 1 5 021 52 '176 6+ &/ 75 9(/ / 1( 52: 0,1 7 3( % & 29(5 0,1 &/ 66 ,, 5( 7( % 6( 6+ : /. 52: 0212/,7+,& &,7 67' &85% 877(5 1' 6,'(: /. 3523(57 /,1( ( 57+(1 6: /()/2:/,1( &,7 67' & ',.( 5(48,5(' 7 3352 &+ 72,17(56(&7,21 66+2:1 3(5 3/ 1 0 7&+ (;,67,1 5 '( %(1&+ 3 8 ( 6 7 ( 352326(' 723 2))227,1 3529,'( &29(5 0,1,080 67(3 )227,1 :,7+ 5 '( 7 3 352326(' 723 2) : //3529,'( 0,1 & 3 %29( ) (;,67,1 5 '( 7 ) &( 2) : // ),1,6+(' 5 '(%(+,1' : // &216758&7 +( ': // ) &( 2) : // 6+ // %( 1(: + 9(1/,0(6721( ),1,6+ % (/'25 '26721( 25 33529(' (48 / 3/( 6(6(( / 1'6& 3( 3/ 16 )25 025('(7 ,/6 2) 6721( 9(1((5 ),1,6+ ( 67 +( ': // 352),/( '(7 ,/+25,=217 / 6& /( 9(57,& / 6& /( &8/9(57 3,3( (/(9 7,21 7% &. 2) : /. 35(/,0,1 5 5 ',1 1' '5 ,1 (& & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ 5 ,1 5 ,1 ( ( ,/6 Resolution 2023-013 Exhibit B ):):):):):: ::66666'6'6'):):): ): ): ): ): ): : : : ::: : : :6'6' 6' ::: : : : : 6' 6' 6'6' :): ):): ):):): ): ):::::::):66 66 66 6' 6' 6' 6'66666666666'):)::)::)::)::66666666'6'6'6'''6666'6'6'6'6'''6'6'6'''''6'''''6'6'6'6'6'-7-7-7-7-7-7 -7 -7 -7 -7 -7 -7 -7 -7 -7-7-7-7-76666666-7-7-7:6666)::-7-7-7-7-76':::):):):''-7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 '20(67,& : 7(50(7(5 7 3 ),5( : 7(56(59,&( 7 3 ),5( : 7(56(59,&( 7 3 /27 6(( 5 ',1 1' '5 ,1 (3/ 16 &/( 1287 3(5&,7 67 1' 5' 7 3 &/( 1287 3(5&,7 67 1' 5' 7 3 &/( 1287 3(5&,7 67 1' 5' 7 3 /27 /27 /27 6(( 5 ',1 1' '5 ,1 (3/ 16 6(( 5 ',1 1' '5 ,1 (3/ 16 '20(67,& : 7(50(7(5 7 3 ),5( '5 17 3(5&,7 67 1' 5' ),5( '5 17 3(5&,7 67 1' 5' ),5( '5 17 3(5&,7 67 1' 5' ),5( '5 17 3(5&,7 67 1' 5' ),5( '5 17 3(5&,7 67 1' 5' ),5( '5 17 3(5&,7 67 1' 5' ),5( '5 17 3(5&,7 67 1' 5' 5 / 5 / /27 /27 /27 /27 /27 /27 /27 /27 /27 &/( 1287 3(5&,7 67 1' 5' 7 3 &/( 1287 3(5&,7 67 1' 5' 7 3 5 / 39& 6(:(5 6 ),5( '5 17 3(5&,7 67 1' 5' ),5( '5 17 3(5&,7 67 1' 5' /27 /27 /27 /27 /27 /27 /27 &20326,7( 87,/,7 3/ 1 0 feet603090 6(( 6 ((7 & & : 66 352326(' 35,9 7( 39& : 7(5 ),5( : 7(5 3(5 35,9 7( : 7(5 1' ),5( 75(1& '(7 ,/ 21 6 ((7 & /( (1' 352326(' 35,9 7( 6(:(5 0 ,1 /,1( 6,=( 3(5 3/ 1 6 )7 )7 0,1 352326(' 35,9 7( 67250 '5 ,1 6(( 5 ',1 1' '5 ,1 ( 3/ 16 6)0 ( ,67,1 6(:(5 )25&( 0 ,1 6' '20(67,& : 7(5 0(7(5 :( ,67,1 & : 7(5 ): &,7 67 1' 5' 0 1 2/( &,7 67 1' 5' &/( 1287 6 352326(' &,7 67 1' 5' ),5( '5 17 1' ),5( '5 17 66(0 / 6(( 6 ((76 & & )25 67250 '5 ,1 ,03529(0(176 6,1 /( ) 0,/ 5(6,'(17, / /276 72 9( 6(:(5 / 7(5 / 3(5 &,7 2) 7 6& '(52 67 1' 5'6 /2& 7,21 6 2:1 21 3/ 1 6,1 /( ) 0,/ 5(6,'(17, / '20(67,& : 7(5 0(7(56 5( 72 ( ,167 //(' 3(5 0:& 67 1' 5'6 0 1,)2/'6 72 ( 86(' 7 /2& 7,216 6 2:1 08/7, ) 0,/ 5(6,'(17, / &200(5&, / 1' 27(/ /276 72 9( 6(:(5/ 7(5 / 3(5 &,7 2) 7 6& '(52 67 1' 5'6 /2& 7,21 6 2:1 21 3/ 1 127(6 3352 ,0 7( /2& 7,21 2) -2,17 75(1& -7 & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ &20326, ( 8 ,/, ,(6 Resolution 2023-013 Exhibit B A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A ):):): ): 6 ' ::::::):):):):):6'' 6 6 6 6 6666666::6 6666666666 6'6'6'6'6' 66 :: -7 -7 -7 -7 -7 -7 -7::: : : 66 66 66 66666666 6666):)::: 6 6 -7-7-7-7 -7-76' ' ' ' ' ( ,67,1 & : 7(5 72 (5(029(' 1' 5(3/ &(' :,7 1(: 39& & : 7(5 /,1( / /) 7,( ,1 72 ( ,67,1 6(:(5 0 1 2/( ,19 ,167 // 1(: 7(( &211(&7 &. 72 ( ,67,1 : 7(5 /,1( 1' ,167 //1(: 5('8&(5 67250 7(& & 0 (56 6(( 5 ',1 1''5 ,1 ( 6 ((76 '28 /( & (&. &.)/2:35(9(17(5 :,7 '(7(&725 66(0 / '20(67,& &.)/2: 35(9(17(5 81'(5 5281' ( ,67,1 29(5 ( ' 87,/,7,(6 81'(5 5281' ( ,67,1 29(5 ( ' 87,/,7,(6 ( ,67,1 32:(5 32/(6 ),5( '5 17 3(5&,7 67 1' 5' ( ,67,1 32:(532/( 81'(5 5281' ( ,67,1 29(5 ( ' 87,/,7,(6 : : : : : : : : : : 6)0 6)0 6)0 6)06)0666)0 6)0 6)0 6)0 ),5( '5 17 3(5&,7 67 1' 5' 67250 7(& & 0 (56 6(( 5 ',1 1''5 ,1 ( 6 ((76 :,'( 6(:(5( 6(0(17 3 9& 6(:(5 6 39& 6(:(5 6 '20(67,& : 7(50(7(5 0 1,)2/' 7 3 '20(67,& : 7(5 0(7(57 3 '20(67,& : 7(50(7(5 0 1,)2/' 7 3 '20(67,& : 7(50(7(5 0 1,)2/' 7 3 '20(67,& : 7(5 0(7(57 3 '20(67,& : 7(50(7(5 0 1,)2/' 7 3 '28 /( & (&. &.)/2:35(9(17(5 :,7 '(7(&725 66(0 / '20(67,& &.)/2: 35(9(17(5 ( ,67,1 32:(5 32/( 81'(5 5281' ( ,67,1 29(5 ( ' 87,/,7,(6 ( ,67,1 32:(5 32/( ( ,67,1 32:(5 32/( ( ,67,1 32:(5 32/( ( ,67,1 32:(5 32/(( ,67,1 32:(5 32/( &/( 1287 3(5&,7 67 1' 5' 7 3 &/( 1287 3(5&,7 67 1' 5' 7 3 5(029( ( ,67,1 7(( 1' 9 /9( 1' 5(3/ &(:,7 1(: 7(( /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 /27 352326(' 675((7 /, 73(5 &,7 67 1' 5' 25 33529(' (48 / 352326(' 675((7 /, 73(5 &,7 67 1' 5' 25 33529(' (48 / 352326(' 675((7 /, 73(5 &,7 67 1' 5' 25 33529(' (48 / /27 0,1 &29(5 : 7(575(1& ),5( : 7(50 ,1 35,9 7( '20(67,&: 7(5 0 ,1 ('',1 6 1' 6(( 6 ((76 & & )25 67250 '5 ,1 ,03529(0(176 6,1 /( ) 0,/ 5(6,'(17, / /276 72 9( 6(:(5 / 7(5 / 3(5 &,7 2) 7 6& '(52 67 1' 5'6 /2& 7,21 6 2:1 21 3/ 1 6,1 /( ) 0,/ 5(6,'(17, / '20(67,& : 7(5 0(7(56 5( 72 ( ,167 //(' 3(5 0:& 67 1' 5'6 0 1,)2/'6 72 ( 86(' 7 /2& 7,216 6 2:1 08/7, ) 0,/ 5(6,'(17, / &200(5&, / 1' 27(/ /276 72 9( 6(:(5/ 7(5 / 3(5 &,7 2) 7 6& '(52 67 1' 5'6 /2& 7,21 6 2:1 21 3/ 1 127(6 : 66 352326(' 35,9 7( 39& : 7(5 ),5( : 7(5 3(5 35,9 7( : 7(5 1' ),5( 75(1& '(7 ,/ 21 6 ((7 & /( (1' 352326(' 35,9 7( 6(:(5 0 ,1 /,1( 6,=( 3(5 3/ 1 6 )7 )7 0,1 352326(' 35,9 7( 67250 '5 ,1 6(( 5 ',1 1' '5 ,1 ( 3/ 16 6)0 ( ,67,1 6(:(5 )25&( 0 ,1 6' '20(67,& : 7(5 0(7(5 :( ,67,1 & : 7(5 ): &,7 67 1' 5' 0 1 2/( &,7 67 1' 5' &/( 1287 6 352326(' &,7 67 1' 5' ),5( '5 17 1' ),5( '5 17 66(0 / 66 ( ,67,1 6 1,7 5 6(:(5 3352 ,0 7( /2& 7,21 2) -2,17 75(1& -7 352326(' 675((7 /, 7 & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ &20326, ( 8 ,/, ,(6 Resolution 2023-013 Exhibit B AAAAAAAAAAAAAAAAAA 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 6, ( 6(& ,21 3/ 1 Resolution 2023-013 Exhibit B ( (9 7,21 675((7 397 675((7 397 +27( 6,7( 5(7 ,1,1 : (66, (5 03 3 = 5( 3 = 5( 5(7 ,1,1 : 5 ,6(' 3 17(5 67 ,56 3 = 5( 67 ,56 6 23( 81'(5 '( . ( ,67,1 5 '( 5(7 ,1,1 : ( ,67,1 5 '( ( ,67,1 5 '(3523(57 ,1(0 7 + ( ,67,1 ( (9 7,21 37 675((7 397 675((7 397 675((7 +27( 6,7( 5(7 ,1,1 : 5(7 ,1,1 : 5(7 ,1,1 : ( 57+(1 6: ( ( ,67,1 5 '( ( ,67,1 5 '( 5(7 ,1,1 : 3523(57 ,1(3523(57 ,1(3 17(5 2 5(7 ,1,1 : 6( 7,21 +25,=217 6 ( 9(57, 6 ( 6( 7,21 +25,=217 6 ( 9(57, 6 ( ( ,67,1 5 '(352326(' 5 '( ( ,67,1 5 '(352326(' 5 '( & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 6, ( 6(& ,216 Resolution 2023-013 Exhibit B ( (9 7,21 675((7 397 675((7 397 67250: 7(5 6,1 8, ',1 8, ',1 675((7 397 5(7 ,1,1 : 6 23( 0 5(7 ,1,1 : ( ,67,1 5 '(3523(57 ,1(3523(57 ,1( 0 6,'( 6 23(6 3 17(5 5( 85 ( (9 7,21 675((7 397 675((7 397 ( ,67,1 5 '(3523(57 ,1(+( ' : 0 6 23( 0 6 23( 0 6 23( 0 6 23( +( ' : 27 27 6,7( 6( 7,216 6( 7,21 +25,=217 6 ( 9(57, 6 ( 6( 7,21 +25,=217 6 ( 9(57, 6 ( ( ,67,1 5 '(352326(' 5 '( ( ,67,1 5 '(352326(' 5 '( & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 6, ( 6(& ,216 Resolution 2023-013 Exhibit B ( (9 7,21 6 1 5 02152 ' 27 27 27 27 ( ,67,1 5 '( ( ,67,1 5 '( 0 6 23( 675((7 397 ( 57+(1 6: ( 675((7 397 352326(' ),1,6+685) ( )8785( 7,1 +27( 6 ( (9 7,21 27 27 27 '( 5,2 52 '3523(57 ,1(5 2 :6 : 87 ,1( ( ,67,1 5 '( 675((7 ' 397 ) 86+ 85 675((7 397 27 27 3 6: ( 6( 7,21 +25,=217 6 ( 9(57, 6 ( 6( 7,21 +25,=217 6 ( 9(57, 6 ( ( ,67,1 5 '(352326(' 5 '( ( ,67,1 5 '(352326(' 5 '(3523(57 ,1( & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 6, ( 6(& ,216 Resolution 2023-013 Exhibit B :::::::6)06)06)06)06)06)06 6 6 6 6 6 6 6 6 6 6 6 ( (1 352326( 35,9 7( 3( 67250 5 ,1 0 6) 6 7,(5 5812)) 5( 8 7,21·522) 5 ,1 ,6 211( 7·0,1,0, ( ,03(59,286 5( 6 7,(5 : 7(5 48 ,7 WK 3(5 (17, ( ·21 6,7( 5(7(17,21 6( ,1), 75 7,21 7,(5 5(7 ,1 7 3(5 (17, ( 67250 (9(17 ·3 9(56 :, 5(7 ,1 1 ,1), 75 7( 1 3352 ,0 7( 92 80( 2) )· 6,16 :, 5(7 ,1 1 ,1), 75 7( 3352 ,0 7( 92 80( )·6725 ( 0 (56 :, 5(7 ,1 1 ,1), 75 7( 3352 ,0 7(92 80( ) 7,(5 3( . 0 1 (0(17· 6,1 1 6725 ( 0 (56 216,7( 5( 6, ( 72 (7 ,1 83 72 7 ( ,))(5(1 ( ,1 7 ( ( 5 67250 : 7(5 581 2)) 2) 7 (81 (9( 23( 6,7( 1 7 ( ( 5 67250 : 7(5 581 2)) 2) 7 ( (9( 23( 6,7( 352-( 7 67 7,67, 6 5(48,5( 67250: 7(5 21752 0( 685(6 ( ,67,1 21 ,7,21 ,03(59,286 5( 6) 3(59,286 5( 6) 352326( ,03529(0(176 727 ,03(59,286 5( 6) 3 9(5 5( 6) 1 6 3( 5( 6) 727 3(59,286 5( 6) 0 6) 0 6) 0 6) 0 6) 0 6) 0 6) 0 6) & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &,9,/ 6 250: (5 0 1 (0(1 3/ 1 Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( &21&(3 8 / 6, ( 3/ 1 Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( &21&(3 8 / 6, ( 3/ 1 (1/ 5 ( Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( 6, ( ,163,5 ,21 Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( 6, ( ,163,5 ,21 Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( 0 (5, /6 Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( 6,1 /( ) 0,/ 5(6, (1&( 3,& /6 Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( 0 (5, /6 Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( /, ,1 1 6 58& 85(6 Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( 02180(1 6, 1 ( Resolution 2023-013 Exhibit B / /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( / 1 6& 3( 5(( 352 (& ,21 3/ 1 Resolution 2023-013 Exhibit B / / 0 5 5 21 29 5 / 9 0 5(( 352 (& ,21 3/ 1 Resolution 2023-013 Exhibit B / / 0 5 5 21 29 5 / 9 0 : // 1 )(1&,1 3,& / Resolution 2023-013 Exhibit B / / 0 5 5 21 29 5 / 9 0 5 (1 : // / 1 6& 3( 3,& / Resolution 2023-013 Exhibit B / / 0 5 5 21 29 5 / 9 0 6,1 /( ) 0,/ 5(6, (1 , / / 1 6& 3( 3,& / Resolution 2023-013 Exhibit B / / 0 5 5 21 29 5 / 9 0 03 , ( (5 / 1 6& 3( 3,& / Resolution 2023-013 Exhibit B / / 0 5 5 21 29 5 / 9 0 ,11(5 &285 5 / 1 6& 3( 3,& / Resolution 2023-013 Exhibit B / / 0 5 5 21 29 5 / 9 0 3 5.,1 ( ( / 1 6& 3( 3,& / Resolution 2023-013 Exhibit B / / 0 5 5 21 29 5 / 9 0 & 0%(5 1 % 6,1 / 1 6& 3( 3,& / Resolution 2023-013 Exhibit B Resolution 2023-013 Exhibit B BRUSH BRUSH BRUSH TREES TREES TREES TREES TREES TREES TREES TREES TREES TREES TREESTREES TREES STOP STOPSTOP SIGNALAHEAD840845 85 08 55 86086587 08 75 880860865870875865 865865 865 865860855 85 084 58 40 835 835840845850 850 850845840845 830 8 308 3 0835 8 40825820 8208258358408458508558558 50 860 86085585084 584083 5830830825860830840845855 NOPARKING NOPARKING NOPARKING NOPARKING NOPARKING NOPARKING NOPARKING NOPARKING NOPARKING NOPARKING NOPARKING STOPSTOPSTOP854.5 848.5 854.5 ramp =3.5' elev 852 853.530' @5%30' @5%up to 855' 66' @5% 20' @8.33% 52.5' 50' 19' 11' 59' SFR 20 LOTS MFR 40 DU's BARREL CREEK WINE/BREWERY LIGHT INDUSTRIAL RESTAURANT HOTEL 120 KEYS HWY. 101 PROJECT ENTRY/EXITACCESS SINGLE FAMILY ENTRY/EXIT ACCESS DEL RIO RD.SAN RAMON RD.SETBACKMIN. 10' - 0"OPEN SPACE RS: RURAL SUBURBAN ZONE CR: COMMERCIAL RETIAL ZONE CT: COMMERCIAL TOURIST ZONE RSF-Y: RESIDENTIAL SINGLE-FAMILY ZONE CPK: COMMERCIAL PARK ZONE BRIDGE OVERPASS RS: RURAL SUBURBAN ZONE CT: COMMERCIAL TOURIST ZONE CT: COMMERCIAL TOURIST ZONE CPK: COMMERCIAL PARK ZONE EMERGENCY ACCESSONLY PROJECTSIGNAGE (WATER TOWER) ACCESSIBLE PATH-OF-TRAVEL, TYP. (YELLOW DASHED LINE) MICRO COMMUNITY A0BARREL CREEK (E) TOPO / AERIAL / SITE SCALE: 1" = 80'-0"1 01-(E) TOPO/AERIAL PROJECT NORTH TRUE NORTH /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 0 6 (5 6, ( 0 3 Resolution 2023-013 Exhibit B 838.54 103 861.31 104 DI DI S S S S SIGN S S (ESTIMATED) DIRTPILES SIGN BRUSH TREES TREES TREES TREES TREES TREES TREES TREES SIGNALAHEADNOPARKING NOPARKING NOPARKING NOPARKING NOPARKING NOPARKINGNOPARKINGNOPARKINGNOPARKING NOPARKING NOPARKING 854.5 848.5 854.5 ramp =3.5' elev 852 853.530' @5%30' @5% up to 855' 66' @5% 20' @8.33% 52.5' 50' 19' 11' 59' MULTI-FAMILY BLDGS. C1-C4 40 DU's BARREL CREEK TOTAL AREA 53,500 SF BLDGS. A1-A5 & B1-B2 WINE/BREWERY - 5,000 SF LIGHT INDUSTRIAL - 38,500 SF RESTAURANT - 10,000 SF HOTEL 120 KEYS LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 22 LOT 21 LOT 19 POOL PROJECT SIGN AMPHITHEATER HWY. 101 TRASH ENCLOSURE MULTIFAMILY CARPORTS APARTMENTBLDG. C410 DU's APARTMENT BLDG. C310 DU's APARTMENT BLDG. C2 10 DU's APARTMENT BLDG. C110 DU's PORTE-COCHERE PROJECT ENTRY/EXITACCESS SETBACKMIN. 10' - 0"SETBACKMIN. 10' - 0"SETBACKMIN. 10' - 0" HOTEL SIGN LOCATION SPA B1 A2 A1 B2 A4 A3 A5 TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TOTAL PARKING 369 STALLS 315 STANDARD (INCLUDES 39 COVERED) 42 PARALLEL 12 ADA (INCLUDES 1 COVERED) SCALE: 1" = 50'-0"1 ARCH. SITE PLAN - MIXED-USE PROJECT NORTH TRUE NORTH /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 6, ( 3/ 1 0)5 &200(5&, / 6+((7 6+((7 Resolution 2023-013 Exhibit B 838.54 103 841.84 101 102877.64 S S S S S MH DI DI S S S V V S S S S V V V FH S S S P S S BRIDGE (ESTIMATED) DIRTPILES MH (ESTIMATED) DIRTPILES P BRUSH BRUSH BRUSH TREES TREES TREES TREES TREES TREES STOP STOPSTOP SIGNALAHEADNOPARKINGNOPARKING STOPSTOPSTOP854.5 848.5 854.5 ramp =3.5' elev 852 853.530' @5%30' @5%up to 855' 66' @5% 20' @8.33% 59' SINGLE-FAMILY 25 LOTS BARREL CREEK TOTAL AREA 53,500 SF BLDGS. A1-A5 & B1-B2 WINE/BREWERY - 5,000 SF LIGHT INDUSTRIAL - 38,500 SF RESTAURANT - 10,000 SF LOT 11 LOT 10 LOT 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 22 LOT 21 LOT 18 LOT 19 AMPHITHEATER TRASH ENCLOSURE ROUNDABOUT PROJECT ENTRY/EXITACCESS PROJECTENTRY/EXITACCESS DEL RIO RD.SAN RAMON RD.HWY. 101 A4 A3 A5 LOT 17 TYPICAL LOT WIDTHS TRASH ENCLOSURE TRASH ENCLOSURE TOTAL PARKING 369 STALLS 315 STANDARD (INCLUDES 39 COVERED) 42 PARALLEL 12 ADA (INCLUDES 1 COVERED) 56' - 0" LOT 16LOT 15LOT 14LOT 12 LOT 13 LOT 20 LOT 25 A2BARREL CREEK SCHEMATIC SITE PLAN-2 SCALE: 1" = 50'-0"1 ARCH. SITE PLAN - SFR LOTS PROJECT NORTH TRUE NORTH /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 6, ( 3/ 1 6,1 /( ) 0,/ /2 6 Resolution 2023-013 Exhibit B Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 6)5 1(, %25 22 &29(5 6 (( 6 , 1 / ( ) 0 , / 2 1 ( 5 ( 6 , ( 1 , / / 2 6 : , ( / 2 6 6 2 5 6 2 5 2 0 ( 6 & 5 5 ( 3 5 . , 1 8 - 8 2 3 3 2 5 8 1 , , ( 6 ) 5 0 6 / ( 5 5 , 1 6 / ( ( 0 ( 1 ( , % 2 5 2 2 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 6)5 /2 6 ,163,5 ,21 ,0 ( %2 5 ) 50 6 /( 1 5 5, 1 6 /( (0( Resolution 2023-013 Exhibit B & 522) ),1,6 7<3(6 (;7(5,25 : // ),1,6 7<3(6 (;7(5,25 /,* 7 ),;785( 7<3(6 6721( %5,&. 9(11(5 7<3(6 3 ,17 &2/25 721( 7<3(6 528* ) &( 6721( &21&5(7( )/ 7 7,/(6 / 17(51 5. 6.< 3/ 67(5 :251 5( %5,&. &2558* 7( 0(7 / 02 (51 ) 50 286( 25,=217 / 6, ,1* : 6 ( %5,&. 0(7 / 67 1 ,1* 6( 0 % 51 /,* 7 %2 5 1 % 77(1 63/,7 ) &( /( *( 6721( &20326,7( 6 ,1*/(6 2 2 1 1 1 2 2 1 1 1 6(7% &.6 67 1 5 6 )5217 )5217 ) &,1* * 5 *( :, ( /276 )5217 6725< /,9,1* 5( )5217 6725< /,9,1* 5( )5217 &29(5( 325& 352-(&7,21 5( 5 6, ( ,17(5,25 /276(&21 5< 675((7 &251(5 6, ( & ,01(< % <:,1 2: 27 (5 5& ,7(&785 / 352-(&7,216 &&(6625< :(//,1* 81,7 ( 1 ( ) 1 1 ( 1 ( ( ( . 1 ( * ( ) ( 1 ( (* 1 0,1 )((70,1 )((70,1 )((7 6(( 6,7( (; ,%,7 0 ; )((7 0,1 )((70,1 )((70,1 )((7 6(( 6,7( (; ,%,7 0 ; )((7 6(( 6,7( (; ,%,7 0,1 3(5 8 &2 ( 0 ;,080 %8,/ ,1* (,* 7 5(6, (17, / 6,1*/( ) 0,/< =21( )((7 7 ( (,* 7 2) %8,/ ,1* 25 6758&785( ,6 72 %( 0( 685( 6 7 ( 9(57,& / ,67 1&( )520 7 ( ,* (67 32,17 2) 7 ( 6758&785( 72 7 ( 9(5 *( 2) 7 ( ,* (67 1 /2:(67 32,176 : (5( 7 ( (;7(5,25 : //6 728& 7 ( ),1,6 *5 ( 25 0,1,080 3 5.,1* 5(48,5( 6,1*/( ) 0,/< 5(6, (1&( 1( * ( . 1* ( ( ( 1 ( 1 ( ( ( ( ( ) ( * ( . 1* ( ( (1 1 (( . 1* 1 ( ( ) 1 ) ( ( . 1* ( ( (1 &&(6625< :(//,1* 81,7 * 5 *( 63 &(6 3(5 8 &2 ( 5,9(: <6 )25 6,1*/( ) 0,/< 5(6, (1&(6 6 // %( ,03529( 3(5 081,&,3 / &2 ( 6(&7,21 ,1 25 (5 72 0 .( (48 7( 3529,6,21 )25 &&(66 ,1&/8 ,1* 7 7 1(&(66 5< )25 (0(5*(1&< 9( ,&/(6 5,9(: < 67 1 5 6 6,1*/( ) 0,/< =21,1* ,675,&76 3(5 5(6, (17, / / 1 6& 3( 7<3,& / 6 ((7 6 5(48,5( %< 7 ( 0 67(5 3/ 1 2) (9(/230(17 1 &21 ,7,216 2) 33529 / // )5217 < 5 6 1 6(&21 5< 675((7 &251(5 /276 6 // %( / 1 6& 3( :,7 528* 7 72/(5 17 / 1 6& 3,1* &216,67(17 :,7 7 ( 67 7( 2) & /,)251, 528* 7 72/(5 17 / 1 6& 3,1* *8, (/,1(6 )(1&,1* 1 6&5((1,1* (;7(5,25 )(1&,1* 6 // %( &216,67(17 7 528* 287 7 ( 352-(&7 (6,*1 1 33( 5 1&( 2) )(1&(6 1 25 : //6 6 // %( &203 7,%/( :,7 7 ( (6,*1 2) 7 ( :(//,1* 81,76 1 %( &216,67 17 :,7 7 ( 33529( (17,7/(0(176 3 &. *( // 0(& 1,& / (48,30(17 ,1&/8 ,1* 9 & 81,76 1 87,/,7< 0(7(56 6 // %( 6&5((1( )520 9,(: )520 - &(17 675((76 1 3523(57,(6 ,1 ,9, 8 / 75 6 &2//(&7,21 6 // %( 86( )25 ( & 5(6, (17, / 81,7 3529,6,216 6 // %( 0 ( )25 6725 *( 2) 75 6 & 16 :,7 ,1 7 ( * 5 *( 25 )(1&( 5( 7 (6( 6 // %( , (17,),( ,1 7 ( 33529( / 1 6& 3( 3/ 1 ,1 7 ( 33529( %8,/ ,1* 3(50,7 )25 ( & 3/ 1 / 1 6& 3( 67 1 5 6 6(( 081,&,3 / &2 ( 6(&7,21 %8,/ ,1* /27 &29(5 *( %8,/ ,1* &29(5 *( 5(6, (1&( 3/86 * 5 *( )22735,17 1 &29(5( 3 7,26 6 // 127 (;&(( )257< ),9( 3(5&(17 2) 7 ( ,1 ,9, 8 / /27 5( / 1 6& 3,1* 6 // &2167,787( 0,1,080 2) 7:(17< ),9( 3(5&(17 2) 7 ( /27 5( 7 ( 0( 685(0(17 2) / 1 6& 3( 5( 6 6 // %( (;&/86,9( 2) 5,9(: <6 3 7,26 325& (6 (&.6 &&(6625< 6758&785(6 1 &&(625< :(//,1* 81,76 1 1 1 1 /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 6)5 /2 6 (6, 1 8, (/,1(6 Resolution 2023-013 Exhibit B 3523(5 (6, 1 216, (5 7,216 )25 8, ,1 0 66 1 )250 :, 5( 7( 9,68 775 7,9( 20081,7 7 7 ,6 6(16,7,9( 72 7 ( 6855281 ,1 (19,5210(17 21( 6725 1 7:2 6725 0 66,1 20326,7,216 5( (1 285 ( 21 81 52.(1 ) (6 0867 ( 92, ( 1 2))6(76 1 8, ,1 352-( 7,216 0 ( 1 ,17( 5 3 57 2) 7 ( (6, 1 .( 7( 1,48( )25 5( 7,1 6(16( 2) 9 5,(7 :,7 ,1 5(6, (17, 352-( 7 ,6 72 9 5 7 ( (, 76 1 )2506 2) 7 ( 20(6 6 6((1 )520 7 ( 675((7 7 ,6 1 ( 203 ,6 ( 87, ,=,1 ,9(56,7 2) 5 ,7( 785 ( (0(176 7 (5( 5( 7,1 9 5,(7 2) 6 ( 9 5 ,1 7 ( (37 6 2) ) 225 3 16 3529, (6 23325781,7,(6 72 5( 7( ,17(5(67,1 0 66,1 :,7 287 ,1 683(5), , (6, 1 ( (0(176 27 29(5 ( 6 0((7 7 ( 5(48,5(0(176 287 ,1( ,1 7 ( 081, ,3 ( 2 ( )25 7 ( 7 2) 7 6 (52 7 ( 385326( 2) 7 ( 5(6, (17, 5 ,7( 785 8, ( ,1(6 ,6 72 3529, ( (1(5 (6, 1 5,7(5, 1 8, 1 ( )25 7 ( 6,1 ( ) 0, 5(6, (17, 20321(17 2) 7 ( 352-( 7 72 ,(9( 203 7, , ,7 :,7 7 ( (;,67,1 1(, 25 22 1 5 7(5 6 :( 6 7 ( 29(5 (1(1 3 1 ,17(17 75 ,7,21 ( (0(176 216,67(17 :,7 7 ( 5 ,7( 785 67 ( 5( 200(1 7,216 5( 72 (1 285 ( 3 ( 6 17 3( (675, 1 25,(17( 1(, 25 22 (19,5210(17 7 (6( ( (0(176 ,1 8 ( )5217 325 (6 5( (66( )5217 5 (6 (1(5286 675((7 1 6 3,1 1 0 ;,0,=( 3( (675, 1 (66 (7:((1 1(, 25 22 6 3 5.6 75 , 6 3( (675, 1 : .: 6 1 38 , 7 (5,1 5( 6 7 ( )2 2:,1 3529, ( 620( (1(5 (6, 1 8, ( ,1(6 )25 7 ( 7 3( 2) 335235, 7( 5 ,7( 785 5,7(5, 5( 200(1 ( :,7 7 ( 8, ,1 (6, 1 2) 7 ( 20(6 57, 8 7,21 2) : 3 1(6 352-( 7,216 1 5( (66(6 72 3529, ( 6 2: 1 (37 75 ,7,21 5 ,7( 785 )2506 5 ( 8, ,1 0 66(6 6 ( 92, ( 72 ,(9( (6,5 ( 6 ( 1 5( 7,216 ,3 72 7 ( 3( (675, 1 675((7 6 (1( 9(57, 1 25,=217 9 5, 7,21 6 ( 335235, 7( ,03 (0(17( ,1 25 (5 72 5, 1(66 1 9 5,(7 72 7 ( 29(5 0 66 2) 7 ( 8, ,1 ( 20( 6 9( :( (),1( (175 :,7 5()8 522) 1 ) ( 57, 8 7,21 72 5( 7( 9,68 ,17(5(67 1 6 ( )5217 325 (6 25 (175 28576 5( 5(48,5( 7 35,0 5 1 6( 21 5 5(6, (1 (6 :,7 ,1 7 ( )5217 6(7 . :5 33( 325 (6 5( (1 285 ( 21 251(5 276 : (5( )( 6, ( 6,1 ( 6725 20(6 25 67(33( 7:2 6725,(6 6 ( 2 7( 21 251(5 276 )5217 ( (9 7,216 :5 33,1 72 7 ( 6, (6 2) 5(6, (1 (6 6 ( (7 , ( 1 57, 8 7( : 6 6 ( (6, 1( :,7 1 (6 ,1 3 1( 25 27 (5 )2506 2) 57, 8 7,21 68 6 :,1 2:6 ,01( 6 75( ,6(6 25 1 (6 ,1 0 7(5, 6 6 87 (17, 72 ( 5 ,7( 785 67 ( 7 (6( )( 785(6 :, 5( 7( (37 1 ,17(5(67 21 8, ,1 ) (6 21,(6 ( .6 1 (;7(5,25 67 ,56 6 ( (6, 1( 6 ,17( 5 20321(176 2) 7 ( 6758 785( 1 6 5() ( 7 7 ( 67 ( 2) 7 ( 20( 7 (6( ( (0(176 6 ( ,17( 5 7( 72 5( . 83 5 ( : 0 66(6 2))6(7 ) 225 6(7 .6 1 80 1 6 ( 72 8, ,1 6 29(5( )5217 325 (6 1 6,77,1 5( 6 7 7 ( )5217 2) 286(6 5( (1 285 ( 6 335235, 7( )25 ( 5 ,7( 785 67 ( ,1 25 (5 72 (1 285 ( 1(, 25 22 :,7 7 67()8 9 5,(7 9 5,(7 2) 5 ,7( 785 67 (6 5( (37 ( 3529, ( 7 7 7 ( 67 (6 5( 335235, 7( 72 585 )(( :(67(51 0(5, 1 5 ,7( 785 67 (6 68 6 5 )760 1 ,)251, 5 1 63 1,6 2 21, 0(5, 1 2 21, ) 50 286( 1 5 5, 1 5( (1 285 ( 87 (17, 8, ,1 57, 8 7,21 6 :( 6 27 (5 (;7(5,25 ( (0(176 7 7 ,17(5(67 68 6 21,(6 1 ( .6 5( 62 (1 285 ( 217(0325 5 20(6 0 ( (37 ( ,) 1 785 0 7(5, 6 68 6 6721( 25 (;326( :22 0(0 (56 5( ,1 25325 7( 02 (51,67, 20(6 25 20(6 :,7 , 85 1 )(( 5( ,6 285 ( 522) 2 256 6 203 (0(17 7 ( : 1 ) 6 , 2 25 7 ( 6 2:(9(5 ( 2) (1(5 1(875 721( , 2175 67 25 7 17 2 256 6 ( 92, ( , 5() ( 7,9( 522) 0 7(5, 6 6 127 ( 2:( 522) 9(176 6 ( 2) 7 ( 6 0( 6 ( 6 7 ( 6855281 ,1 522) 685) ( 0,;785( 2) 522) 2 256 :,7 ,1 1(, 25 22 ,6 (1 285 ( 6 335235, 7( )25 ( 5 ,7( 785 67 ( 522),1 0 7(5, 6 0867 ( 33529( )25 ),5( 6 )(7 3(5 2 25 ,1 1 ( 67 1 5 6 522) 57, 8 7,21 :,7 250(56 1 6. , 76 5( (1 285 ( 6. , 76 ,) 86( 6 ( (6, 1( 6 1 ,17( 5 3 57 2) 7 ( 522) :,7 7 (,5 )250 1 2 25 (1 ,1 ,172 7 ( 8, ,1 ) 7 6. , 76 :,7 ( 5 25 521=( =,1 5( (1 285 ( 8 ( 25 20( 6. , 76 :,7 )5267( 25 , 7 2 25( =,1 5( 127 3(50,77( 21 7 ( )5217 ) ,1 522) ,01( 6 6 1 5 ,7( 785 )250 6 28 ( 6,03 ( 1 2 352-( 7 )520 0 ,1 : 685) (6 (176 1 57, 8 7,21 (7 , 6 5( (1 285 ( 5(6, (17, 5 ,7( 785 67 (6 (;7(5,25 0 7(5, 6 1 ),1,6 (6 7 ( 335235, 7( 6( ( 7,21 2) 0 7(5, 6 1 2 256 2175, 87(6 72 7 ( 2 2) 352 8 ,1 20(6 7 7 3266(66 7 (,5 2:1 ,1 ,9, 8 , (17,7 7 (6( 20(6 0867 62 ( 203 7, ( :,7 7 ( 6855281 ,1 5(6, (1 (6 1 2175, 87( 72 7 ( 29(5 48 ,7 2) 7 ( 20081,7 1 785 0 7(5, 6 7 7 5021,=( 1 (1 :,7 7 ( 6855281 ,1 (19,5210(17 5( (1 285 ( 0 7(5, 6 68 6 5, . 6721( :22 1 , 7 7(;785( 678 2 6 ( 86( 5( 6 ( 7 .(1 127 72 0,; 722 0 1 7 3(6 2) 0 7(5, 6 678 2 ),1,6 (6 6 ( 60227 752:( ( 25 6 1 ),1,6 7 ( 0 7(5, 6 1 ),1,6 (6 6 ( 87 (17, 72 7 ( 5 ,7( 785 67 ( 26(1 5()8 (7 , 6 ( 7 .(1 7 7 ( ,17(56( 7,216 2) ,))(5(17 0 7(5, 6 72 92, :.: 5 75 16,7,216 75 1,6,7,216 (7:((1 0 7(5, ),1,6 (6 6 21 2 85 7 ,17(5,25 251(56 68 7 ( : 50 ( 57 721(6 :,7 203 ,0(17 5 (176 5( 5( 200(1 ( 72 5( 7( 9,68 203 7, , ,7 (7:((1 7 ( 6758 785(6 1 7 ( 1 785 6855281 ,1 6 6,03 ( 2 25 6 (0(6 ,192 9,1 0 ;,080 2) 7 5(( 2 256 5( 5( 200(1 ( 5, 7 : ,7( 1 27 (5 5, 7 3 67( 6 5( 127 3(50,77( (57 ,1 0 7(5, 6 68 6 6721( 1 5, . 9( ,67,1 7 2 25,1 ,1 7 (,5 1 785 67 7( 1 6 ( 7 28 7 2) 6 1 ( (0(17 2) 7 ( 2 25 3 (77( 72 ( ,1 25325 7( ,172 7 ( 29(5 (6, 1 522)6 1 ,01( 6 5 ( 6758 785(6 5 (6 1 5,9(: 6 6 ( (6, 1( 72 5( 7( 121 5(3(7,7,9( 1 ,17(5(67,1 675((76 3(6 )25 8, ,1 6 1 5 (6 7 7 ) ( 675((76 25 ,17(51 52 : 6 21 1. 8, ,1 : 6 6 ( 92, ( : (1 3266, ( 6 :( 6 21 52:6 2) 5 ( 2256 5 ( 2256 6 33( 5 72 ( 6(7 ,172 7 ( : 6 5 7 (5 7 1 ) 86 :,7 7 ( (;7(5,25 : 72 3529, ( 6 2: 5( ,() 5 ( 225 (6, 1 6 ( .(37 6,03 ( 1 216,67(17 :,7 7 ( 5 ,7( 785 67 ( 7 ( 5 ( ,6 (1 285 ( 72 ( 5( (66( )520 7 ( )5217 2) 7 ( 0 ,1 6758 785( 5 ( 2256 6 ( 6( 7,21 67 ( 5 ( 2256 6 ( 08 7, 3 1( ( :,7 68 7 ( 2510(17 (7 , 72 3529, ( 6 2:( 5( ,() 2256 1 :,1 2:6 ,1 8 ,1 5 ( 2256 5( 0 -25 9,68 ( (0(17 1 6 ( 5()8 26(1 1 (7 , ( :,1 2:6 :,7 ,9, ( , 76 1 ( 5 =,1 5( 0267 (6,5 ( 6, 9(5 25 2 0(7 )5 0(6 :,7 5 ( 81 52.(1 (;3 16(6 2) 5. 7,17( 25 5() ( 7,9( =,1 5( 352 , ,7( 08 7, 3 1( 2256 5( (1 285 ( :,7 ,17(51 5, 6 ,1 2256 1 :,1 2:6 : (5( 335235, 7( )25 7 ( 5 ,7( 785 67 ( 2) 7 ( 6758 785( (175 2256 6 ,1 25325 7( 5 ,7( 785 203 7, ( 5( ,() (7 , ,1 5 ( 2256 0 ,1 25325 7( :,1 2: ,16(576 72 2: 1 785 , 7 ,172 7 ( 5 ( 9,1 :,1 2:6 1 2256 6 ( 5 ,7( 785 5 ( :,7 287 :, ( ) 7 352), ( ( (0(176 2256 1 :,1 2:6 8, ,1 )250 1 0 66 (1(5 5(6(59( /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 6)5 /2 6 (6, 1 8, (/,1(6 Resolution 2023-013 Exhibit B SAMPLE1-STORY34x60(+/-1800sf)SAMPLE DETACHEDGARAGE W/ ADU ABOVE(+/-500sf) LOT 17 LOT 9 LOT 10 LOT 20CHIMNEYMAX. 2' - 0" DEPTHCHIMNEYMAX. 6' - 0" WIDTH LOT 11 LOT 18 LOT 19SIDE SETBACK10' - 0" STREETSETBACK 20' - 0" GARAGE 10' - 0" REAR SETBACK 10' - 0"SETBACK5' - 0" TYPSAMPLE2-STORY35x50(+/-2300sf)SAMPLEATTACHEDJADU(+/-300sf)SETBACK FROM LIVING AREAMIN. 5' - 0" SCALE: 1" = 10'-0"1 TYP. SFR CORNER LOT EXHIBIT PROJECT NORTH TRUE NORTH /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 6)5 /2 6 6( % &. ( ,%, 6 Resolution 2023-013 Exhibit B V STOPSTOPSAMPLE DETACHEDGARAGE W/ ADU ABOVE(+/-500sf) LOT 16LOT 15LOT 14LOT 12 LOT 13 SAMPLE 2-STORY35x50 (+/-2200sf)SAMPLE2-STORY 35x50(+/-2300sf) SAMPLEATTACHED JADU (+/-300sf) SAMPLE2-STORY 35x50(+/-2300sf) SAMPLEATTACHED JADU(+/-300sf) A4BARREL CREEK SCHEMATIC SITE - SFR-2 SCALE: 1" = 10'-0"1 TYP. SFR INTERIOR LOT EXHIBIT /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 6)5 /2 6 6( % &. ( ,%, 6 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 5& , (& 85 / 08/ , ) 0,/ 1(, %25 22 0 8 / , ) 0 , / 2 1 ( : ( / / , 1 8 1 , 6 2 / 6 2 5 8 1 , % 8 , / , 1 6 % ( 5 2 0 % ( 5 2 2 0 6 2 3 ( 1 6 / / & 5 3 2 5 3 5 . , 1 ) 5 0 6 / ( 6 / ( ( 0 ( 1 ( , % 2 5 2 2 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 3 5 0(1 6 ,163,5 ,21 ,0 ( %2 5 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 3 5 0(1 6 & 5 & (5 5(1 (5 Resolution 2023-013 Exhibit B UNIT B1044 sf2-BED/2BATH 41' - 5 1/2"41' - 5 1/2" 82' - 11"27' - 8 1/2"28' - 8 1/2"56' - 5"UNIT B1044 sf2-BED/2BATH UNIT A838 sf1-BED/1BATH UNIT A838 sf1-BED/1BATH 33' - 2"34' - 11 1/2" 68' - 1 1/2"40' - 11"34' - 10"UNIT D798 sf1-BED/1BATH UNIT C1049 sf2-BED/2BATH 41' - 5 1/2"41' - 5 1/2" 82' - 11"54' - 5 1/2"UNIT B1013 sf2-BED/2BATH UNIT B1013 sf2-BED/2BATH UNIT A780 sf1-BED/1BATH UNIT A780 sf1-BED/1BATH25' - 9"28' - 8 1/2"SCALE: 1/8" = 1'-0"1 GROUND FLOOR PLAN SCALE: 1/8" = 1'-0"3 THIRD FLOOR PLAN SCALE: 1/8" = 1'-0"2 SECOND FLOOR PLAN /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 3 5 0(1 6 29(5 // %8,/ ,1 )/225 3/ 16 5281 )/225 3/ 1 ; 6+((7 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 3 5 0(1 6 3 :(//,1 81, % )/225 3/ 16 5281 )/225 3/ 1 ; 6+((7 ST. BEDROOM DININGLIVING KITCHEN ENTRY CLO. BATH HALL LNDRY CLO. 34' - 1 1/2" UNIT A780 sf1-BED/1BATH 25' - 8 1/2"BED 2 BATH CLO.KITCHEN DINING LIVINGBEDROOM 2 BATH HALL LNDRY ENTRY ST 28' - 8 1/2"41' - 5 1/2" UNIT B1013 sf2-BED/2BATH SCALE: 1/4" = 1'-0"1 TYP. UNIT A - FLOOR PLAN SCALE: 1/4" = 1'-0"2 TYP. UNIT B - FLOOR PLAN Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 3 5 0(1 6 3 :(//,1 81, & )/225 3/ 16 5281 )/225 3/ 1 ; 6+((7 LIVING BEDROOM 1 BEDROOM 2 BATH BATH LNDRY CLO. CLO.CLO. ST.KITCHEN HALL 42' - 0 1/2"34' - 10"UNIT C1049 sf2-BED/2BATH DINING LIVING BEDROOM CLO. LNDRY BATHCLO. ST. 33' - 2"31' - 11"UNIT D798 sf1-BED/1BATH ATTIC SCALE: 1/4" = 1'-0"1 TYP. UNIT C - FLOOR PLAN SCALE: 1/4" = 1'-0"2 TYP. UNIT D - FLOOR PLAN Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 3 5 0(1 6 %8,/ ,1 (/(9 ,216 /() (/(9 ,21 ; 6+((7 )521 (/(9 ,21 ; 6+((7 5( 5 (/(9 ,21 ; 6+((7 5, (/(9 ,21 ; 6+((7 )) )) )) 5281' /(9(/ 6(&21' )/225 7+,5' )/225 352326(' %8,/',1 +(, +7 Resolution 2023-013 Exhibit B & () ,- 225 ), (5 / 1 0(7 / &/ ),1, ,1 2 ), (5 / 1 0(7 / &/ ),1, ) &, ,1 2 225 75,052 1 7( 7 5( ),1, 522)&21&5(7( )/ 7 7,/( 522),1 5 ,/,1 22 )5 0,1 ,5( 0( /9 1, ( ),1, ,7( 721( 721( 9(11(5 ),1, 352-(&7 /, 7,1 ) 50 7 /( 25 5 5, 1 7 /( /, 7,1 ), 7 5( / &. , ( & ( )- 3/ 7(50,1 1 ),1, 9(57,& / , ,1 ), (5 &(0(17 , ,1 25, 217 / , ,1 ), (5 &(0(17 , ,1 3 & & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 3 5 0(1 6 %8,/ ,1 0 (5, /6 ( 85(6 Resolution 2023-013 Exhibit B 522)( ( 522),1 ( ,5 &21&25 (1 522)( ( 522),1 6 67 (1 678&&26 (5:,1 :, , 066: 62)7(1( 6 ( 9(57,& 6, ,1 6 (5:,1 :, , 066: 62)7(1( 6 ( 25, 217 6, ,1 6 (5:,1 :, , 066: 62)7(1( 6 ( & ( ) &, :,1 2: 225 75,06 (5:,1 :, , 066: 57,& 2 ( 678&&26 (5:,1 :, , 066: 0,1 )8 5 9(57,& 6, ,1 6 (5:,1 :, , 066: 0,1 )8 5 25, 217 6, ,1 6 (5:,1 :, , 066: 0,1 )8 5 & ( ) &, :,1 2: 225 75,06 (5:,1 :, , 066: 85 1( 521 ( 678&&26 (5:,1 :, , 066: 2 0386 : ,7( 9(57,& 6, ,1 6 (5:,1 :, , 066: 2 0386 : ,7( 25, 217 6, ,1 6 (5:,1 :, , 066: 2 0386 : ,7( & 522)( ( 522),1 6 67 (1 & ( ) &, :,1 2: 225 75,06 (5:,1 :, , 066: 3 9(6721( 522)( ( 522),1 ( ,5 , 7 5 , ) - 6,7( 6721( 9(1((5( 25 2 6721(&28175 58 ( ( 6 (5:,1 :, , 066: 75,&251 & 5 , ,1 9 1, ( :,5( 3 1( 6,7( , 7,1 681) 2:(5 7(51 7( ),1,6 & :,1 2:6 2256 5 521 ( 7(51 7,9( &2 25 & 2 21 1 678&&26 (5:,1 :, , 066: 0257 5 9(57,& 6, ,1 6 (5:,1 :, , 066: 0257 5 25, 217 6, ,1 6 (5:,1 :, , 066: 0257 5 ) &, :,1 2: 225 75,06 (5:,1 :, , 066: 6( (53(17 ( /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 3 5 0(1 6 %8,/ ,1 &2/25 6& (0(6 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / 1(, %25 22 &29(5 6 (( & 2 0 0 ( 5 & , / 2 1 ( 6 ) 2 / % 8 , / , 1 5 ( 6 2 5 % 8 , / , 1 6: , 1 ( 5 % 5 ( : , 1 8 6 ( 6 )/ , , 1 8 6 5 , / 8 6 ( 6 ) 5 ( 6 8 5 1 8 6 ( 6 ) 2 3 ( 1 6 / / 3 5 . , 1 5 5 , 1 6 / ( ( 0 ( 1 ( , % 2 5 2 2 Resolution 2023-013 Exhibit B & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / ,163,5 ,21 ,0 ( %2 5 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / & 5 & (5 5(1 (5 Resolution 2023-013 Exhibit B AX1 AX1 AY1 AY1 AX2 AX2 AY2 AY2 120' - 0"75' - 0"BUILDING TYPE AA10050' - 0"25' - 0"60' - 0"50' - 0"10' - 0" 120' - 0"50' - 0"25' - 0"75' - 0"BUILDING AOUTDOOR SEATINGAREAB102 PROPOSED GROSS AREA - BUILDING A BUILDING A 7250 SFTOTAL PROPOSED BUILDING AREA 7250 SF /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / 3 %8,/ ,1 )/225 3/ 1 5281 )/225 3/ 1 ; 6+((7 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / 3 %8,/ ,1 (/(9 ,216 /() (/(9 ,21 ; 6+((7 )521 (/(9 ,21 ; 6+((7 5( 5 (/(9 ,21 ; 6+((7 5, (/(9 ,21 ; 6+((7 5281' /(9(/ /2:(5 3/ 7( +(, +7 833(5 3/ 7( +(, +7 352326(' %8,/',1 +(, +7 Resolution 2023-013 Exhibit B PDJH /RFDWLRQ PDJH /RFDWLRQ PDJH /RFDWLRQ () /80 180 / 66 22589 3527( 7( / = 1 67((/ ( 03 17( 25 1 785 / ( 7 (5( ) 1 6 2 5 )250( 21 5(7(6 1 / 67 1 6( / 1 785 / ) 1 6 /80 180 6725()5217 5/ 86 /80 180 25 (48 /0(7 / 6 1 0 (/52 0 1 5 25 (48 /0(7 / 522)0 (/52 5 3 1(/ 25 (48 /6 7( / 7 1 ) 50 67 /( 25 5 5 1 67 /( ) 1 6 ) ( 1 1 & & /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / 3 %8,/ ,1 0 (5, /6 ( 85(6 Resolution 2023-013 Exhibit B BX1 BX1 BY1 BY1 BX2 BX2 BY2 BY2 BUILDING TYPE BB100 150' - 0"60' - 0"55' - 0"5' - 0"45' - 0"105' - 0" 150' - 0"55' - 0"5' - 0"120' - 0"30' - 0" BUILDING BOUTDOOR SEATINGAREAB101 60' - 0"PROPOSED GROSS AREA - BUILDING B BUILDING B 8625 SFTOTAL PROPOSED BUILDING AREA 8625 SF /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / 3 %8,/ ,1 % )/225 3/ 1 5281 )/225 3/ 1 ; 6+((7 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / 3 %8,/ ,1 % (/(9 ,216 /() (/(9 ,21 ; 6+((7 )521 (/(9 ,21 ; 6+((7 5( 5 (/(9 ,21 ; 6+((7 5, (/(9 ,21 ; 6+((7 5281' /(9(/ /2:(5 3/ 7( +(, +7 833(5 3/ 7( +(, +7 352326(' %8,/',1 +(, +7 Resolution 2023-013 Exhibit B ,PDJH /RFDWLRQ ,PDJH /RFDWLRQ () ( 9 7,0 (5528 6 1 ,675(66( 25 1 785 / ),1,6 6( 7,21 / 5 ( 22562/, 25,=217 / 3 1(/ 6 67(0 ( )) , , 3 & & /80,180 / 66 22589 3527( 7( / =,1 2 5 )250( 21 5(7(6 1 / 67 1 6( / 1 785 / ),1,6 /80,180 6725()5217 5/ 86 /80,180 25 (48 /0(7 / 6, ,1 0 (/52 0,1, 5, 25 (48 /0(7 / 522)0 (/52 5 3 1(/ 25 (48 /6,7( /, 7,1 ) 50 67 /( 25 5 5, 1 67 /( ),1,6 /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / 3 %8,/ ,1 % 0 (5, /6 ( 85(6 Resolution 2023-013 Exhibit B ,PDJH /RFDWLR ,PDJH /RFDWLR (( ) ) ) ) , /80,180 / 66 225 2/25 5 521=( /80,180 / 66 225 2/25 0 77( / 225 ),1,6 (6 2/25 0 77( / 225 ),1,6 (6 2/25 5 521=( ( 9 7,0 (5 (6 5,37,2167((/ , ( 06 (5:,1 :,/, 066: 75, 251 / 2 5 )250( 21 5(7( (6 5,37,21 /80,180 6725()5217 5/ 86 /80,180 2/25 2,/ 58 ( 521=( /80,180 6725()5217 5/ 86 /80,180 2/25 0 77( / /80,180 6725()5217 5/ 86 /80,180 2/25 0 77( / /80,180 6725()5217 5/ 86 /80,180 2/25 2,/ 58 ( 521=( 0(7 / 6, ,1 0 (/52 5 3 1(/ 2/25 257(1 =3 5 : 0(7 / 6, ,1 0 (/52 5 3 1(/ 2/25 0 77( / 0(7 / 6, ,1 0 (/52 5 3 1(/ 2/25 5 1 :,1( 0(7 / 6, ,1 0 (/52 5 3 1(/ 2/25 /9 /80( 3/86 0(7 / 522)0 (/52 5 3 1(/ 2/25 /9 /80( 3/86 0(7 / 522)0 (/52 5 3 1(/ 2/25 6 5 0(7 / 522)0 (/52 5 3 1(/ 2/25 /9 0,1( 0(7 / 522)0 (/52 5 3 1(/ 2/25 6 5 6,7( /, 7,1 575(86( 6 2:1 ,1 /7(51 7( ),1,6 / 2 21 1 1 1 /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( &200(5&, / %8,/ ,1 &2/25 6& (0(6 Resolution 2023-013 Exhibit B / 0 5 5 21 29 5 / 9 0 2 (/ 1(, %25 22 &29(5 6 (( 2 ( / 2 1 ( . ( 6 6 2 5 % 8 , / , 1 2 3 ( 1 6 / / 3 5 . , 1 5 2 8 1 ) / 2 2 5 2 8 2 2 5 3 2 2 / 6 3 5 2 2 ) 2 3 2 8 2 2 5 / 2 8 1 ( & 2 1 ( 0 3 2 5 5 5 5 , 1 6 / ( ( 0 ( Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ ,163,5 ,21 ,0 ( %2 5 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ & 5 & (5 5(1 (5 0 ,1 (1 5 1&( Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ & 5 & (5 5(1 (5 322/ 6, ( Resolution 2023-013 Exhibit B STAIRS 137' - 11 1/2"POOL FIREPLACELOUNGE SPA ROOMPATIOS EXIT EXIT STORAGE 15' - 2 1/2"SIGN ELEV. ELEV. ELEV. ENTRY PORTE-COCHERE ICEMECH. HK FOYER STAIRS STORAGE MEETINGRESTROOMS LOBBY / LOUNGE / ETC. RECEPTION OFFICE BREAKFAST BAR KITCHEN ADDITIONAL PROGRAMING SPACES OF CONSIDERATION: VALET/LUGGAGERECEPTION AREA STORAGEADDITIONAL MECHANICAL / ELECTRICAL AREATRASH / RECYCLESTAFF OFFICE / COPY ROOMFITNESS ROOMBOILER ROOMLAUNDRYMAINTENANCE 147' - 5"15' - 4 1/2"122' - 11"50' - 0"94' - 0"49' - 1" PATIOLOUNGE CABANAS LANDSCAPE LANDSCAPE LANDSCAPE EXIT EXIT EXIT LANDSCAPE LANDSCAPE STAIRS TOBARREL CREEK AREAS - BUILDING (FLOORS) LEVEL 1 - COMMON 7273 SFLEVEL 1 - ROOM KEYS 9079 SFLEVEL 2 - COMMON 2673 SFLEVEL 2 - ROOM KEYS 12506 SFLEVEL 3 - COMMON 2116 SFLEVEL 3 - ROOM KEYS 13416 SFLEVEL 4 - COMMON 3722 SFLEVEL 4 - ROOM KEYS 11086 SF61870 SFTOTAL BUILDING AREA 61870 SF /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ 5281 )/225 3/ 1 5281 )/225 3/ 1 ; 6+((7 Resolution 2023-013 Exhibit B STAIRS STORAGE ELEV. ELEV. ELEV. ICEMECH. HK STAIRS STORAGE OPEN TO BELOW OPEN TO BELOW OR PROGAM AREA 50' - 0"87' - 11 1/2"15' - 2 1/2"4' - 0 1/2"61' - 5 1/2"62' - 11 1/2"74' - 6" 168' - 8 1/2"22' - 0 1/2"BALCONIES BALCONIESAREAS - BUILDING (FLOORS) LEVEL 1 - COMMON 7273 SFLEVEL 1 - ROOM KEYS 9079 SFLEVEL 2 - COMMON 2673 SFLEVEL 2 - ROOM KEYS 12506 SFLEVEL 3 - COMMON 2116 SFLEVEL 3 - ROOM KEYS 13416 SFLEVEL 4 - COMMON 3722 SFLEVEL 4 - ROOM KEYS 11086 SF61870 SFTOTAL BUILDING AREA 61870 SF /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ 6(&21 )/225 3/ 1 6(&21 )/225 3/ 1 ; 6+((7 Resolution 2023-013 Exhibit B STAIRS STORAGE ELEV. ELEV. ELEV. ICEMECH.HK STAIRS STORAGE PATIOS 50' - 2 1/2"87' - 9"15' - 2 1/2"4' - 0 1/2"61' - 6"62' - 9"74' - 6" 168' - 8 1/2" VIEW BALCONIES AREAS - BUILDING (FLOORS) LEVEL 1 - COMMON 7273 SFLEVEL 1 - ROOM KEYS 9079 SFLEVEL 2 - COMMON 2673 SFLEVEL 2 - ROOM KEYS 12506 SFLEVEL 3 - COMMON 2116 SFLEVEL 3 - ROOM KEYS 13416 SFLEVEL 4 - COMMON 3722 SFLEVEL 4 - ROOM KEYS 11086 SF61870 SFTOTAL BUILDING AREA 61870 SF /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ ,5 )/225 3/ 1 ,5 )/225 3/ 1 ; 6+((7 Resolution 2023-013 Exhibit B STAIRS STORAGE ELEV. ELEV. ELEV. ICEMECH. HK STAIRS STORAGE PATIOS EXIT EXIT ELEC. STORAGE?ROOFTOP LOUNGE 50' - 2 1/2"87' - 9"15' - 2 1/2"61' - 6"168' - 8 1/2" 34' - 1 1/2"40' - 2"65' - 1 1/2"AREAS - BUILDING (FLOORS) LEVEL 1 - COMMON 7273 SFLEVEL 1 - ROOM KEYS 9079 SFLEVEL 2 - COMMON 2673 SFLEVEL 2 - ROOM KEYS 12506 SFLEVEL 3 - COMMON 2116 SFLEVEL 3 - ROOM KEYS 13416 SFLEVEL 4 - COMMON 3722 SFLEVEL 4 - ROOM KEYS 11086 SF61870 SFTOTAL BUILDING AREA 61870 SF /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ )285 )/225 3/ 1 )285 )/225 3/ 1 ; 6+((7 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ (/(9 ,216 5, (/(9 ,21 125 ; 6+((7 )521 (/(9 ,21 ( 6 ) &,1 : ; 6+((7 5281' /(9(/ 7+,5' )/225 +(, +7 6(&21' )/225 +(, +7 )2857+ )/225 +(, +7 522) +(, +7 5&+,7(&785 / 522) )( 785( +(, +7 5&+,7(&785 / 522) )( 785( +(, +7 Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ (/(9 ,216 5( 5 (/(9 ,21 :(6 ) &,1 2 . 01 5 1 ( ; 6+((7 /() (/(9 ,21 628 ) &,1 % 55(/ &5((. ; 6+((7 Resolution 2023-013 Exhibit B 678 2/ 5 25 (48 / 29( 5( 60227 ),1,6 678 2/ 5 25 (48 /0 7 72 5 5( / ),1,6 5 ,7( 785 / 35( 67 , 25 (48 / 2/ (1 721( /,0(6721( ),1,6 67 1 ,1 6( 0 522)0 (/52 25 (48 //, 7 5 /80,180 6725()5217 5/ 86 /80,1802,/ 58 ( 521=( )(1 ,1 (171 785 / ( 5 3 //(7 7 (0( 6,7( //6 25,=217 / 2 5 )250 21 5(7(0(7 / 3 1(/6 257(1 67((/ ( 7 (5( ),1,6 5 ,16 5((1 6 67(09(57, / 0(7 / 3/ 1 6 2 5 66,08/ 7( ( 7 (5( 22 7( 785( ),16 () - ( ( - ) , & , , , , , /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 2 (/ &2/256 1 0 (5, /6 Resolution 2023-013 Exhibit B / 0 5 5 21 29 5 / 9 0 0,&52 &20081, &29(5 6 (( 0 , & 5 2 & 2 0 0 8 1 , 3 3 5 2 , 0 ( / 8 1 , 6 6 2 5 ( 5 0 5 ( 1 / 6 6 2 5 % 8 , / , 1 2 3 ( 1 6 / / 3 5 . , 1 & 2 1 ( 0 3 2 5 5 5 5 , 1 6 / ( ( 0 ( Resolution 2023-013 Exhibit B /3 6(3 (0 (5 3 5(=21( 3 29(5 / 9 0 6 (( 6 (( 0,&52 &20081, ,163,5 ,21 ,0 ( %2 5 Resolution 2023-013 Exhibit B