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Ordinance 13-22 To: Members of Dublin City Council From: Dana McDaniel, City Manager Date: April 19, 2022 Initiated By: Jennifer M. Rauch, AICP, Planning Director Nichole M. Martin, AICP, Senior Planner Re: Ordinance 13-22 – Rezoning +/- 35 acres from R-1, Restricted Suburban Residential District to PUD, Planned Unit Development District, Mount Carmel Hospital Northwest to accommodate up to 314,520 SF of development in two phases consisting of an inpatient hospital, ambulatory care facility, and medical offices. The site is located northwest of the intersection of Sawmill Road and I-270 (Case 22-001Z/PDP). Update To ensure alignment between development text, the regulating zoning document, and the infrastructure agreement, the access/circulations section has been revised to cross reference the infrastructure agreement to avoid any lack of clarity. Additionally since the traffic impact study has been accepted by the City, Condition 2 no longer needs to be carried forward. The applicant will continue to coordinate with the City of Dublin, City of Columbus, and all other partner jurisdictions as the project advances. Summary This Ordinance is a request for review and approval of a rezoning to establish a PUD, Planned Unit Development District (Mount Carmel Health System (MCHS) – Northwest) for construction of up to 314,520 square feet of development in two phases including an in-patient hospital, ambulatory care facility, and medical offices. On March 3, 2022, the Planning and Zoning Commission (PZC) recommended approval with 11 conditions to City Council. An Economic Development Agreement (EDA) and Infrastructure Agreement (IA) for MCHS Northwest are concurrently being brought forward for City Council’s consideration with Ordinance 13-22. Prior to a recommendation of approval for the rezoning, PZC previously reviewed two iterations of a concept plan on November 4, and December 8, 2021. The East Dublin Civic Association (EDCA) and surrounding residents have been engaged at every step of the process; specifically on August 31, December 2, and December 7, 2021 and February 23, 2022. Office of the City Manager 5555 Perimeter Drive • Dublin, OH 43017-1090 Phone: 614-410-4400 • Fax: 614-410-4490 Memo Memo re. Ord. 13-22 – MCHS Northwest Rezoning/Preliminary Development Plan April 19, 2022 Page 2 of 3 Proposal The +/- 35 acres site is a single parcel (PID 273-008610) located northwest of the intersection of Sawmill Road and I-270, east of Emerald Parkway, and south of Bright Road. The site is undeveloped, agricultural land with a tree stand in the northern portion. Site access is presently provided from an informal driveway along Bright Road and a shared drive along Sawmill Road. This rezoning would facilitate construction of a medical campus to be developed in two phases, which includes one primary building containing an inpatient hospital, ambulatory care facility, and medical office building (MOB) in and one detached MOB with associate site improvements. The primary building is centrally sited on the parcel with main access provided from Emerald Parkway and secondary access provided from Bright Road and Sawmill Road. A service only drive connects Emerald Parkway and Sawmill Road south of the primary building. The primary building is comprised of two wings. The hospital wing, including inpatient rooms and ambulatory care facility, is sited along the I-270 frontage. The MOB wing is sited to the north and connected to the hospital wing by the main entrance and chapel. The future detached MOB is proposed along Emerald Parkway. The applicant has updated the alignment of the Bright Road access drive to meet a condition of approval that it be located further west. The applicant will need to ensure the plan is updated to locate the pedestrian path west of the access drive outside of the required side yard setback. Three open spaces are the primary organizing feature of the campus: 1) west greenway, 2) east greenway, and 3) north greenway. The greenways which incorporate ponds, mounds, and landscape vegetation align with vehicular access points creating a welcoming campus experience and softening the appearance of parking areas from surrounding properties. Two large parking lots and two small specialty parking lots are located west of the primary building. A third large lot is located east of the primary building for staff parking. Additional parking for the future detached MOB is proposed to the rear of the structure. A helistop and loading dock are proposed south of the primary building, adjacent to the ambulatory care facility, screened from I-270. Recommendation of the Planning and Zoning Commission The Planning and Zoning Commission recommended approval of the Rezoning/Preliminary Development Plan to City Council on March 3, 2022 with the conditions listed below. The applicant has addressed Conditions 1, 2, 3, 6, 7, and 9. Conditions 4, 5, 10, and 11 are required to be addressed with the FDP. Staff recommends that Condition 8 be addressed with the FDP and that City Council carry Condition 8 forward with approval of the Rezoning. 1) The applicant to continue to work with the City of Dublin to develop a development/infrastructure agreement for consideration by City Council to be submitted in conjunction with the rezoning application to City Council. 2) The applicant continue to work with the City of Dublin, the City of Columbus, and ODOT to complete the traffic impact study to the satisfaction of the City Engineer and each jurisdiction’s designee, prior to submitting the rezoning for consideration by City Council. Memo re. Ord. 13-22 – MCHS Northwest Rezoning/Preliminary Development Plan April 19, 2022 Page 3 of 3 3) The applicant coordinate proposed site and off-site improvements between the preliminary development plan (including phasing), traffic impact study, and development/infrastructure agreement to the satisfaction of the City Engineer. 4) The applicant continue to work with Engineering to demonstrate stormwater management compliance in accordance with Chapter 53 of the City of Dublin Code of Ordinances. 5) The applicant continue to work with ODOT and the City of Columbus to obtain any necessary approvals/permits for utility work within their respective jurisdiction. 6) The applicant realign the Bright Road access drive further west to provide additional separation and buffer from the Village at Inverness, subject to Staff approval, prior to submitting the rezoning for consideration by City Council. 7) That the plans be updated to provide the shared-use path along the west side of Sawmill Road in phase 1 of the development. 8) The applicant update the PDP to remove or relocate all conceptual ground signs that do not meet the minimum 8-foot setback from the right-of-way, prior to submitting the rezoning for consideration by City Council. 9) The development text be updated to require the applicant submit a Parking Plan for review and approval by the PZC with the FDP, and the development text be updated to match the PDP drawings ratio for staff parking. 10) The applicant continue to work with the City’s Landscape Zoning Inspector to provide adequate screening along I-270 by providing view shed analysis with the FDP submittal. 11) The applicant continue to work with Staff to refine the architectural character and landscape architecture character with the FDP in alignment with the Community Plan and the Commission’s discussion. Recommendation Staff recommends City Council approval of Ordinance 13-22 provided that Condition 8 be addressed with the FDP carried forward with the Rezoning at the second reading/public hearing on April 25, 2022. 8) The applicant update the PDP to remove or relocate all conceptual ground signs that do not meet the minimum 8-foot setback from the right-of-way, prior to submitting the rezoning for consideration by City Council. To: Members of Dublin City Council From: Dana McDaniel, City Manager Date: April 5, 2022 Initiated By: Jennifer M. Rauch, AICP, Planning Director Nichole M. Martin, AICP, Senior Planner Re: Ordinance 13-22 – Rezoning +/- 35 acres from R-1, Restricted Suburban Residential District to PUD, Planned Unit Development District, Mount Carmel Hospital Northwest to accommodate up to 314,520 SF of development in two phases consisting of an inpatient hospital, ambulatory care facility, and medical offices. The site is located northwest of the intersection of Sawmill Road and I-270 (Case 22-001Z/PDP). Summary This Ordinance is a request for review and approval of a rezoning to establish a PUD, Planned Unit Development District (Mount Carmel Health System (MCHS) – Northwest) for construction of up to 314,520 square feet of development in two phases including an in-patient hospital, ambulatory care facility, and medical offices. On March 3, 2022, the Planning and Zoning Commission (PZC) recommended approval with 11 conditions to City Council. An Economic Development Agreement (EDA) and Infrastructure Agreement (IA) for MCHS Northwest are concurrently being brought forward for City Council’s consideration with Ordinance 13-22. Background The +/- 35 acres site is a single parcel (PID 273-008610) located northwest of the intersection of Sawmill Road and I-270, east of Emerald Parkway, and south of Bright Road. The site is undeveloped, agricultural land with a tree stand in the northern portion. Site access is presently provided from an informal driveway along Bright Road and a shared drive with Perry Township offices along Sawmill Road. Perry Township’s Administrative Office, the Village at Inverness, and a single-family residence are existing developments adjacent to the site. Prior to a recommendation of approval for the rezoning, PZC previously reviewed two iterations of a concept plan on November 4, and December 8, 2021. The East Dublin Civic Association (EDCA) and surrounding residents have been engaged at every step of the process; specifically on August 31, December 2, and December 7, 2021 and February 23, 2022. Office of the City Manager 5200 Emerald Parkway • Dublin, OH 43017-1090 Phone: 614-410-4400 • Fax: 614-410-4490 Memo Memo re. Ord. 13-22 – MCHS Northwest Rezoning/Preliminary Development Plan April 5, 2022 Page 2 of 7 Community Plan http://communityplan.dublinohiousa.gov/ The Community Plan is a key policy document adopted by City Council to guide decision-making for the future of Dublin’s natural and built environments. When a rezoning is under consideration it is important to consider the Community Plan recommendations. The Community Plan includes Future Land Use recommendations, Special Area Plans, and the Thoroughfare Plan. Details that are contemplated within the Community Plan include the appropriate location, density, and intensity of residential and commercial uses; the general alignment, character, and connectivity of roadways; and general recommendations for parks and open space. Future Land Use http://communityplan.dublinohiousa.gov/future-land-use-map/ The Community Plan identifies three Future Land Use (FLU) recommendations for the site. The primary FLU recommendation is Premium Office/Institutional encompassing approximately 28 acres. The two secondary land use recommendations are Standard Office/Institutional encompassing approximately 3 acres along Emerald Parkway, and Mixed Residential – Medium Density encompassing approximately 4 acres along Bright Road. Premium Office/Institutional recommends a gross density not to exceed 16,500 square feet per acre. Based on the primary FLU designation, the plan contemplates up to 577,500 square feet of development. The proposal is for 8,986 square feet per acre or up to 314,520 square feet which is well within the Community Plan allowance. Bright Road Special Area Plan http://communityplan.dublinohiousa.gov/special-area-plans/bright-road-area/ Special Area Plans provide a more in-depth depiction of how the land use and transportation plans may be implemented in key areas of the city, which may include design recommendations and mobility considerations. The area plan recommends large scale office oriented toward I-270 and two-story office oriented toward Emerald Parkway with limited/restricted access along Sawmill Road. The plan maintains traditional landscape buffers with wet basins, mounding, and vegetation. The plan also addresses architectural character and materiality with an emphasis on architecture at key gateways. Thoroughfare Plan http://communityplan.dublinohiousa.gov/transportation/thoroughfare-plan/ The Thoroughfare Plan identifies functional street classifications and establishes planned right- of-way widths for the street network. Sawmill Road between Bright Road and I-270 is designated a Major Arterial. The Sawmill Road right-of-way is within the City of Columbus. South of site, Sawmill Road is within ODOT’s limited access right-of-way. Emerald Parkway between Riverside Drive and Sawmill Road is designated a Minor Arterial, and Bright Road between Emerald Parkway and Sawmill Road is designated a Collector. The planned right-of- way for Bright Road is 100 feet. Presently, the City is undertaking preliminary engineering for improvements to Bright Road. Memo re. Ord. 13-22 – MCHS Northwest Rezoning/Preliminary Development Plan April 5, 2022 Page 3 of 7 Proposal Construction of a medical campus to be developed in two phases, which includes one primary building containing an inpatient hospital, ambulatory care facility, and medical office building (MOB) in and one detached MOB with associate site improvements. Site Layout The primary building is centrally sited on the parcel with main access provided from Emerald Parkway and secondary access provided from Bright Road and Sawmill Road. A service only drive connects Emerald Parkway and Sawmill Road south of the primary building. The primary building is comprised of two wings. The hospital wing, including inpatient rooms and ambulatory care facility, is sited along the I-270 frontage. The MOB wing is sited to the north and connected to the hospital wing by the main entrance and chapel. The future detached MOB is proposed along Emerald Parkway. The applicant has updated the alignment of the Bright Road access drive to meet a condition of approval that it be located further west. Three open spaces are the primary organizing feature of the campus: 1) west greenway, 2) east greenway, and 3) north greenway. The greenways which incorporate ponds, mounds, and landscape vegetation align with vehicular access points creating a welcoming campus experience and softening the appearance of parking areas from surrounding properties. Two large parking lots and two small specialty parking lots are located west of the primary building. A third large lot is located east of the primary building for staff parking. Additional parking for the future detached MOB is proposed to the rear of the structure. A helistop and loading dock are proposed south of the primary building, adjacent to the ambulatory care facility, screened from I-270. Phasing Phase 1 allows for the development of the primary building consisting of an inpatient hospital, ambulatory care facility, and attached medical office building (MOB). Phase 2 allows for the development of the detached building MOB. In detail: Total Phase 1 Phase 2 Development Up to 227,680 SF Up to 314,520 SF (86,840 SF of additional development) Buildings Primary Building • 4-story (exclusive of a penthouse), 30 bed, 153,000 SF hospital (excluding shell space on 4th floor) • 2-story, 52,000 SF medical office Primary Building Addition • Finishing the hospital’s 4th floor (cumulatively 25,000 SF) with 30 additional beds • 35,000 SF hospital addition resulting in a total finished hospital area of 213,000 SF Detached MOB • 2-story, 40,000 SF out-patient medical office Parking 780 spaces 998 spaces (218 new spaces) Memo re. Ord. 13-22 – MCHS Northwest Rezoning/Preliminary Development Plan April 5, 2022 Page 4 of 7 Access/Circulation Per EDA/IA Per EDA/IA Updates to the phasing plan required as a conditional of PZC’s approval have been made prior to City Council’s review. Traffic Impact Study Requests for rezoning require submittal of a TIS. The study provides analysis of the anticipated traffic generated by the proposed development and models the traffic on the existing roadways. In order to mitigate the background and site traffic, the following improvements are proposed in the TIS. Proposed site improvements include: 1. At the primary site access on Emerald Parkway a traffic control improvement is recommended, either a traffic signal (including a southbound left turn lane) or roundabout. 2. For the proposed Bright Road access, a dedicated westbound left turn lane is recommended. 3. Continued coordination is needed at the shared access point with Perry Township along Sawmill Road to ensure safe operation. A southbound right turn lane is also warranted. Proposed background improvements include: 1. Sawmill Road and Bright Road a. A second northbound left turn lane on Sawmill Road, and westbound receiving lane on Bright Road are recommended (preliminary engineering is underway) b. A dedicated eastbound right turn lane for Bright Road traffic turning onto Sawmill Road is recommended (preliminary engineering is underway) 2. A bridge over I-270, connecting Tuller Road and Emerald Parkway, as recommended by the 2019 Sawmill Road Corridor Study, is recommended to distribute traffic across the roadway network and provide additional bicycle and pedestrian connections in the area. The applicant will need to continue to work with the City of Dublin and the City of Columbus, to address final technical comments regarding the TIS to the satisfaction of the City Engineer and each jurisdiction’s designee. Development Text The development text is the regulating zoning document that outlines the development standards including uses, lot requirements, and architecture and materials. Uses The proposed text allows hospitals, clinics, healthcare facilities, general/medical office, research/synthesis/analysis, education/training, fitness/physical therapy, and skilled nursing/hospice. The text allows for uses that inherently support the day-to-day operations of a hospital, for example, a helistop. Drive-thrus are prohibited within the development, although a conditional use for a pharmacy may be considered by PZC. Memo re. Ord. 13-22 – MCHS Northwest Rezoning/Preliminary Development Plan April 5, 2022 Page 5 of 7 Development Standards Development standards provided include setbacks, building coverage, lot coverage, and building height. Compliance with all numeric standards is confirmed with the FDP. Total building coverage is limited to a maximum of 25 percent of the site acreage. Total lot coverage is limited to a maximum of 75 percent of the site acreage. Maximum building height is limited to 65 feet and 4 stories in height, which excludes penthouses and mechanicals. Standards are provided for both pavement and building setbacks in the development text, which are detailed as follows: Setbacks Emerald Parkway Sawmill Road I-270 Bright Road Side/Rear Property Lines Interior Lot Lines Building (feet) 100 100 50 50 50 0 Pavement (feet) 50 50 50 25 15 0 At the FDP, the applicant will need to work with Staff to ensure the path to the west of Bright Road access drive meets the required pavement setback of 15 feet. Architecture The zoning provides minimum architectural requirements that must be met at the FDP when final architectural design details are reviewed and approved by PZC. The development text requires that the building has ‘four-sided’ architecture given the prominent location, meaning all elevations will be a similar quality and character. The building is required to have a contemporary design with natural building materials including approximately 35 percent glazing, 10-20 percent wood/stone accents, 50-60 percent brick and metal panel. Percentage of building materials applied will be confirmed with the FDP. Requirements for architectural details are also provided, specifically entry design, canopies, and windows. A variety of roof types may be used, although a flat roof is proposed. The preliminary design emphasizes the hospital wing as the most prominent architectural feature, which is proposed to have a warm brick base (first floor) and glazing (floors 3-4) with floating frame accent clad in metal panel. The south end of the building facing I-270 incorporates a vertical stone element highlighting the emergency department and providing visual relief to metal panel and glazing. Service areas to the rear of the hospital wing are clad in warm brick to minimize the appearance. A stone clad screen wall is proposed to enclose the loading area. The MOB wing is a two-story form clad in warm brick with wood and stone accents. The intent is to be responsive to the surrounding residential character. Along the west elevation, the two wings are linked by the chapel which provides asymmetrical relief, verticality, and light play adjacent to the main entrance. On the east elevation the wings are linked by a glazed connector with a floating appearance due to the stone clad base. Open Space/Landscaping A total of 6.9 acres of open space provided. Open space designs will be finalized with the FDP. The development text provides minimum standards for landscaping including vehicular use areas (parking lots and along access drives) and requirements for buffers and screening. 140 Memo re. Ord. 13-22 – MCHS Northwest Rezoning/Preliminary Development Plan April 5, 2022 Page 6 of 7 medium or large deciduous trees will be located within interior landscape islands and peninsulas to shade the parking areas and improve the overall aesthetics for the 605,000 square feet of vehicular use area. Parking lots are permitted to include light poles up to 30 feet in height and require the light be a warm temperature. Parking areas also proposed to be screened with shrubs, ornamental grasses, and perennials to enhance aesthetics. Parking The development text establishes standards for number of parking spaces required based on a ratio determined by use. Due to the unique operational needs, the development text permits more parking than is required by Code. In order to substantiate the need, MCHS is required to provide a comprehensive parking plan with the FDP. A total of 998 spaces are proposed to be provided with 780 spaces to be constructed with Phase 1. Signs A variety of sign types and signs are proposed to be permitted. The applicant has indicated that the sign needs for this type of facility are unique and providing flexibility is design will accommodate the best user experience to be presented with the FDP. Additional sign types and designs may be presented to PZC for consideration with the FDP. No sign locations conceptually depicted on the site plan or building elevations are being approved with the rezoning request. The applicant will need to continue to work with Staff to fulfill Condition 8. The development text provides general allowances and specific sign types: Proposed Signs General Provisions  Required to be architecturally integrated with site and building  Sign Plan requires PZC review and approval with FDP  Sign colors and logo size are not limited with the approval of PZC  Ground signs shall be setback 8 feet from the ROW  Items not regulated shall defer to standard Sign Code Signs Number (Total: 13) Type Size (SF) Height (Feet) Building ID 4 Wall, Ground permitted as substitute for I-270 sign only Wall: 350 Ground: Per Code (80) Wall: TBD with FDP Ground: Per Code (12) Site Entry 3 Ground Per Code (50) Per Code (15) Building Entrance 6 Wall, Canopy Edge, Ground Wall: 50 Ground: 25 Wall: 20 Ground: 6 Additional Emergency signs as required to ensure safe operations, not limited in number Detached MOB Per Code Wall and Ground combination Per Code Per Code Recommendation of the Planning and Zoning Commission The Planning and Zoning Commission recommended approval of the Rezoning/Preliminary Development Plan to City Council on March 3, 2022 with the conditions listed below. The applicant has addressed Conditions 1, 3, 6, 7, and 9. Conditions 4, 5, 10, and 11 are required to be addressed with the FDP. Staff recommends that Condition 8 be addressed with the FDP and that City Council carry Condition 2 forward with approval of the Rezoning. Memo re. Ord. 13-22 – MCHS Northwest Rezoning/Preliminary Development Plan April 5, 2022 Page 7 of 7 1) The applicant to continue to work with the City of Dublin to develop a development/infrastructure agreement for consideration by City Council to be submitted in conjunction with the rezoning application to City Council. 2) The applicant continue to work with the City of Dublin, the City of Columbus, and ODOT to complete the traffic impact study to the satisfaction of the City Engineer and each jurisdiction’s designee, prior to submitting the rezoning for consideration by City Council. 3) The applicant coordinate proposed site and off-site improvements between the preliminary development plan (including phasing), traffic impact study, and development/infrastructure agreement to the satisfaction of the City Engineer. 4) The applicant continue to work with Engineering to demonstrate stormwater management compliance in accordance with Chapter 53 of the City of Dublin Code of Ordinances. 5) The applicant continue to work with ODOT and the City of Columbus to obtain any necessary approvals/permits for utility work within their respective jurisdiction. 6) The applicant realign the Bright Road access drive further west to provide additional separation and buffer from the Village at Inverness, subject to Staff approval, prior to submitting the rezoning for consideration by City Council. 7) That the plans be updated to provide the shared-use path along the west side of Sawmill Road in phase 1 of the development. 8) The applicant update the PDP to remove or relocate all conceptual ground signs that do not meet the minimum 8-foot setback from the right-of-way, prior to submitting the rezoning for consideration by City Council. 9) The development text be updated to require the applicant submit a Parking Plan for review and approval by the PZC with the FDP, and the development text be updated to match the PDP drawings ratio for staff parking. 10) The applicant continue to work with the City’s Landscape Zoning Inspector to provide adequate screening along I-270 by providing view shed analysis with the FDP submittal. 11) The applicant continue to work with Staff to refine the architectural character and landscape architecture character with the FDP in alignment with the Community Plan and the Commission’s discussion. Recommendation Staff recommends City Council approval of Ordinance 13-22 provided that Condition 8 be addressed with the FDP and that Condition 2 be carried forward with the Rezoning at the second reading/public hearing on April 25, 2022. 1 MOUNT CARMEL HEALTH SYSTEM (MCHS) NORTHWEST CAMPUS PLANNED UNIT DEVELOPMENT DISTRICT (PUD) As recommended for approval by the Dublin Planning and Zoning Commission on March 3, 2022 As approved by the Dublin City Council as Ordinance 13-22 on Month Day, 2022 Index: I. Overview Summary/Purpose………………………………………………………… page 2 Site Concept………………………………………………………………..page 2 Site Layout…………………………………………………………………page 2 Site Description…………………………………………………………….page 3 Phasing……………………………………………………………………..page 3 Severability………………………………………………………………...page 4 II. Development Standards A. General……………………………………………………………….. page 4 B. Permitted Uses……………………………………………………….. page 4 C. Density and Lot Coverage……………………………………………. page 5 D. Height and Setback Requirements…………………………………… page 5 E. Architectural Standards………………………………………………. page 6 F. Traffic/Access and Circulation………………………………………..page 7 G. Parking and Loading…………………………………………………. page 9 H. Signage and Graphics…………………………………………………page 10 I. Lighting………………………………………………………………. page 12 J. Open Space and Landscaping…………………………………………page 13 K. Fencing…………………………………………………………...……page 15 L. Screening of Service Structures……………………………………….page 15 M. Stormwater Management, Utilities, and Easements……………..........page 16 2 I. Overview Summary/Purpose Mount Carmel Health System (MCHS) is creating the Northwest Campus Planned Unit Development District (MCHS Northwest Campus PUD) for the purpose of providing medical care to the Dublin/ northwest Columbus community. The first phase will include a total of approximately 227,680 sq. ft. (approximately 202,680 sq. ft. occupied and approximately 25,000 sq. ft. shell space) of buildings which may include an Inpatient Hospital, Medical Office Building, Emergency Department, Interventional Surgical Platform, Specialty Clinics, and Central Utility Plant. Future phases accommodate expansion of the Hospital, expansion of the Medical Office Building, expansion of ancillary uses, and the addition of a third-party Medical Office Building and parking lot. (Up to 314,520 aggregate square feet of structures combined in Phases 1 and 2). The MCHS Northwest Campus PUD is located within the City of Dublin, between Emerald Parkway and Sawmill Road, and directly northwest of the I-270/Sawmill Road Interchange. The project vision is to provide areas of wellness and respite such as walking trails and healing gardens for Hospital staff and visitors alike. Integrated landscape buffers will be incorporated to screen utilities, loading dock, and surface parking. MCHS’s mission is to serve together in the spirit of the Gospel as a compassionate and transforming healing presence for the Dublin/ northwest Columbus community. Site Concept The site is organized around an open space framework comprised of three major campus greenways that extend from the centrally located Hospital and Medical Office Buildings to Emerald Parkway, Bright Road and Sawmill Road, thereby creating visual and physical connections to the surrounding community. These greenways serve multiple functions; as natural open space buffers, for storm water management purposes, for outdoor use areas, and as wayfinding devices for navigation throughout the campus. Each greenway space will have defining characteristics that support the mission of the health and wellness campus. Site Layout The main visitor entrance is located along the east side of Emerald Parkway with direct access to the patient drop-off canopy. Visitor parking is accessed from the main entry boulevard for ease of wayfinding and proximity to the front door. The inpatient tower, stacked above the Emergency Department, is located on the south of the site becoming a landmark building highly visible from I-270. A dedicated service drive for emergency and service vehicles establishes site organization to clarify circulation, improve patient safety, and simplify wayfinding across the campus. The Hospital is centrally located for visibility from the 1-270 frontage, the 1-270/Sawmill Road Interchange, and Emerald Parkway and to accommodate expansion. The future Medical Office Building is located at the southwest portion of the site for visibility from the Emerald Parkway main entrance and clarity of circulation. The Hospital includes a Helistop for outbound transportation of emergency life flight patients. 3 Site Description 1. Location and Acreage. The site consists of 35.053 acres located between Emerald Parkway and Sawmill Road, immediately northwest of the I-270/ Sawmill Road Interchange. The parcel identification number is 273-008610, McKitrick Properties Inc. The site has approximately 900 feet of frontage on Emerald Parkway to the west, 250 feet of frontage on Bright Road to the north, 450 feet of frontage on Sawmill Road to the east, and 1,500 feet of frontage along I-270 to the south. 2. Existing Conditions and Character. Presently, the core area of the site is a cultivated agricultural field, relatively flat with a gentle slope from east to west. The southern boundary is edged by a tree row while the northern panhandle contains a dense stand of deciduous and coniferous trees and is accessible via an informal driveway along Bright Road. A home located at 3865 Bright Road was previously demolished. The site shares a boundary of approximately 685 feet with the existing Perry Township offices at 7125 Sawmill Road (PID: 273-008259) and shares an access drive from Sawmill Road. 3. Analysis of Natural Resources. The open character of the core area of the site will not require extensive removal of existing vegetation to accommodate the proposed development. Existing deciduous and evergreen trees in the northern panhandle will contribute to the open space character and neighborhood buffer for a northern greenway and Bright Road connection. Past agricultural uses have resulted in a relatively deep and rich profile of topsoil which will be reused on site to support the various open space and greenway elements of campus development. 4. Existing and Proposed Land Use. Prior to the approval of this development text, the site was zoned R-1, Restricted Suburban Residential District. Consistent with the land use recommendations in the Dublin Community Plan and the Bright Road Area Plan, the MCHS Northwest Campus PUD will establish new development standards to facilitate creation and growth of a new health and wellness campus to serve the Dublin and Northwest Columbus community. 5. Existing Vehicular/Pedestrian Access. The site is fronted on Bright Road, Emerald Parkway, Sawmill Road, and I-270. The site has two existing access points; a private drive off Bright Road and a shared access drive off Sawmill Road. A shared-use path extends along the east side Emerald Parkway as a well as a sidewalk along the west side Sawmill Road beginning at the shared access drive and ending at the 1-270/Sawmill Road Interchange. There are no existing curb cuts along Emerald Parkway although there is an existing median break. There are no existing pedestrian facilities along Bright Road. 6. Existing Utilities. The site is served by public utilities with existing water and sanitary sewers located along Emerald Parkway. An overhead electric, high-voltage transmission line crosses the site along the western boundary, immediately east of Emerald Parkway. Overhead transmission lines and two monopole structures on the site are contained within a 50’ Easement to Columbus & Southern Ohio Electric Company. Phasing 1. Intent. MCHS intends to complete the first phase of construction for opening in 2025. 2. Phase 1. Phase 1 includes approximately 227,680 sq. ft. of buildings which may include an Inpatient Hospital, Medical Office Building, Emergency Department, Interventional Surgical Platform, Specialty Clinics, and Central Utility Plant. 4 3. Future Phase(s). Future phase(s) accommodate the expansion of the Hospital, expansion of the Medical Office Building, expansion of ancillary uses, and the addition of a detached, third-party Medical Office Building and parking lot. Future phases will be based upon the demand for medical and associated services over time. Severability If any provision or provisions of this text or the application thereof to any zoning lot, building or other structure or tract of land are declared by a court of competent jurisdiction to be invalid or ineffective in whole or in part or to be inapplicable to any person or situation, the effect of such decision shall be limited to the provision or provisions which are expressly stated in the decision to be invalid or ineffective to the zoning lot, building or other structure or tract of land immediately involved. All other provisions of this text shall continue to be separate and fully effective, and the application of any such provision to other persons or situations shall not be affected. II. Development Standards A. General 1. The following development standards shall apply to all areas of the MCHS Northwest Campus PUD. 2. Unless otherwise set forth in the submitted drawings or in this written text of the MCHS Northwest Campus PUD, the City of Dublin Zoning Code shall apply to the MCHS Northwest Campus PUD. 3. If the development standards set forth in the MCHS Northwest Campus PUD are found to be in conflict in any way with the City of Dublin Zoning Code, then the standards of the MCHS Northwest Campus PUD shall control. 4. In instances of conflicting development standards within the MCHS Northwest Campus PUD, the more restrictive regulation shall apply unless otherwise approved by the required reviewing body. B. Uses Within the MCHS Northwest Campus PUD, the following uses shall be permitted principal, accessory, conditional, temporary uses and prohibited uses:. Principal Permitted Uses 1. Hospitals and clinics. 2. Healthcare facilities including ambulatory care, outpatient care, inpatient and outpatient surgery, specialty clinics, medical offices, telehealth, and ancillary services. 3. Training, education, community gathering, health and wellness facilities. 4. Health club, fitness center, and physical therapy uses. 5. Skilled nursing and hospice facilities. 6. Research, synthesis, analysis, development, and testing laboratories. 7. Office - General. 8. Parks/Open Space. Accessory Permitted Uses 1. Ancillary restaurant, pharmacy, and convenience uses in support of Hospital or other medical uses located within the primary Hospital building. 5 2. Ancillary Child Day Care and Adult Day Care uses in support of the Hospital or other medical uses located within the primary Hospital building or within a third-party Medical Office Building. 3. Ancillary Religious/Worship uses in support of the Hospital located within the primary Hospital building. 4. Ancillary drive-thru testing 5. Helistop consistent with FAA guidelines and Dublin Zoning Code Sections 153.038(C)(28) and 153.094. 6. Parking Garage/Parking Structure. 7. Transportation- Park-and-Ride. 8. Transportation- Transit Station. 9. Vehicle Charging Stations. 10. Bicycle Facilities. 11. Energy Plant to Service the Hospital and Renewable Energy Facilities. 12. Food production, cultivation, preparation, and food trucks associated with programmed events are permitted. Conditional Use 1. Drive-thru pharmacy services Prohibited Uses 1. Restaurant and other commercial drive-in/drive-thru facilities are prohibited. C. Density and Lot Coverage 1. Density. The Hospital shall have the right to develop approximately 314,520 aggregate square feet of structures within the MCHS Northwest Campus PUD. If the Hospital submits a final development plan to the City of Dublin Planning and Zoning Commission (Planning Commission) which exceeds the basic threshold of 314,520 aggregate square feet of development within the MCHS Northwest Campus PUD, then the City may require the Hospital to provide a Traffic Impact Study which illustrates how the additional development will affect the transportation system in the immediate area and what improvements will be necessary as a result. The square feet values contained in this section shall be calculated in a manner that is exclusive of the square footage of any parking lots, parking structures, and the helipad on the site and of the square footage of any energy plant serving the property from on-site. 2. Building Coverage. The maximum building coverage for the entire site, shall not exceed 25% of the total site acreage. Excludes parking structures, parking lots, helipad, and other vehicular use areas 3. Lot Coverage. The maximum area lot coverage shall not cover more than 75% of the total site acreage. D. Height and Setback Requirements 1. Maximum Building Height. The maximum building height for structures shall not exceed four stories and 65 feet in height. Architectural screening elements, mechanical penthouse, and 6 mechanical equipment and associated housing for such equipment, may exceed this height limitation. 2. Minimum Setbacks for Building and Pavement. a. From Emerald Parkway Right-of-Way: 100 feet for buildings, 50 feet for pavement. b. From Bright Road Right-of-Way: 50 feet for buildings, 25 feet for pavement. c. From Sawmill Road Right-of-Way: 100 feet for buildings, 50 feet for pavement. d. From I-270 L/A Right-of-Way: 50 feet for buildings, 50 feet for pavement. e. Side yard property line: 50 feet for buildings, 15 feet for pavement. f. Rear yard property line: 50 feet for buildings, 15 feet for pavement. g. There shall be no minimum setback requirements for buildings and pavement from lot lines interior to the campus. 3. Detached Accessory Structures. a. Detached accessory structures, including but not limited to dumpsters, pump houses in support of irrigation systems, or mechanical equipment housing, may encroach upon building setbacks. Such structures shall not be permitted to encroach upon pavement setbacks. Such structures shall be screened in accordance with Section II(L) of this PUD text. b. Temporary detached accessory structures for the purpose of staging during construction shall be permitted provided the description and type of structures are included with the final development plan and approved by the Planning Commission. E. Architectural Standards 1. Intent. The design standards in this section outline required building details to ensure quality development on the site. a. Architectural detailing is required to enliven building facades, and to establish a human-scaled, pedestrian supportive environment. b. Architectural design shall be sensitive to the massing and proportion of adjacent structures and reflect or complement the detailing of surrounding buildings. c. Detached, third-party buildings shall be of a comparable quality to the primary Hospital building and shall employ the use of similar exterior building materials. 2. Four-Sided Architecture. Buildings shall be required to employ a comparable use of materials on all elevations. All elevations of a building shall receive similar treatment in terms of style, materials, and design. 3. Building Materials. a. The buildings shall have contemporary and modern designs with a mix of natural & fabricated materials. The buildings shall have approximately 35% glazing with building accents of wood and stone being 10-20% and the remaining 45-55%, the building field, being comprised of brick and metal panel. Prohibited Materials. Prefabricated metal buildings and unclad masonry block structures are prohibited. 4. Architectural Details. a. Entrance design. i. Principal entrances on all buildings shall be at a pedestrian scale, effectively address the site, and provide a sense of connection between exterior and interior of the building. 7 ii. Doors for service uses shall be consistent with the design of principal entrances and include glass and full operating hardware in the design of the door. b. Entry Canopies. i. Canopies may be used if they function as suitable protection from the elements. To provide suitable protection an awning or canopy may encroach over walkways, provided the lowest portion is at least 8 feet above the walkway. ii. Canopies extending over vehicular use areas shall provide sufficient clearance for the safe staging and operation of Fire/Emergency equipment as determined by Washington Township Fire Department. iii. Canopies shall be designed to be consistent with the architecture of the building and shall architecturally highlight the entrance. 1. Canopies may be clad with glass, metal, wood, or other complementary materials. 2. Canopies may be free-standing, cantilevered or supported from the building wall by metal cables or tie-backs. 3. Canopies will include lighting to meet the standards for egress and functionality and may include decorative lighting that further enhance the design features of the canopy and give prominence to the entrance. c. Windows. i. Window framing may be metal, wood or metal-clad wood. Vinyl shall be prohibited. ii. Spandrel glass shall be permitted as necessary to conceal structural elements and/or program spaces as determined by functional need and as approved by the Planning Commission with the final development plan. 5. Roofs. All roof types shall be permitted, provided that each roof design shall be compatible with the style and design of the building. a. Flat roofs will be the standard type within the development, however pitched, hipped, gabled, or a combination shall also be permitted as determined appropriate by the Planning Commission. b. Flat roofs. i. Flat roofs are permitted to use a roof material appropriate to maintain proper drainage. ii. Roof terraces, intensive and extensive green roofs shall be permitted. c. Parapets. i. Parapets may be provided as determined by the design character of the building or to screen the roof and any roof appurtenances from view from the street(s), provided that parapets shall be no more than 6 feet high. Where a six-foot parapet is insufficient to screen rooftop mechanical equipment a screening structure shall be required to screen the mechanical in accordance with Section II(L) of this PUD text.. F. Traffic/Access and Circulation 1. Traffic/Access. 8 1. Traffic Impact Study. A traffic impact study (TIS) titled “3865 Bright Road Traffic Impact Study” by EMH&T dated March 30, 2022 shall serve as the guideline for location of curb cuts and traffic controls within the MCHS Northwest Campus PUD and off-site improvements necessary along public streets used to access the site including Emerald Parkway, Bright Road, and Sawmill Road. A final access plan shall be submitted to the Planning Commission for its approval as part of the Preliminary Development Plan. a. Traffic signals shall only be considered where signal warrants are met. A traffic signal is warranted at the intersection of Emerald Parkway/ Hospital Main Entrance Drive. 2. Rights-Of-Way. Right-Of-Way dedications along Emerald Parkway, Bright Road and Sawmill Road will be based upon the City of Dublin Thoroughfare Plan in coordination with public roadway agencies and as necessary to accommodate off-site improvements with approval by the City of Dublin Engineer or designee. Setbacks from public Rights- Of-Way shall be measure from the expanded (new) Right-Of-Way line, where applicable. 3. Access Points. All curb cuts, locations and spacing, shall be placed based upon recommendations in the traffic study, and in coordination with and approval by City of Dublin Engineer. a. The development includes four (4) curb cuts, locations noted below. i. One (1) new curb cut on Bright Road. ii. Two (2) new curb cuts on Emerald Parkway. iii. One (1) existing curb cut on Sawmill Road at shared access drive with Perry Township. 4. Medians. All median breaks along Emerald Parkway shall be placed upon recommendations in the TIS, and in coordination with and approval by the City of Dublin Engineer or authorized designee. a. The development includes two (2) median breaks, location and function noted below. i. One (1) on Emerald Parkway at northwestern site boundary for Hospital Main Entrance Drive. ii. One (1) on Emerald Parkway at southwestern quadrant of site for Emergency and Service Access Drive. 5. Off-Site Improvements. All off-site improvements shall be constructed in accordance with the Infrastructure Agreement. The following improvements are required to be provided in conjunction with the City of Dublin: a. Traffic Signal at Emerald Parkway and Main Hospital Drive including median break and southbound left turn lane. b. Westbound left turn lane at Bright Road and Hospital Connector Drive. c. Agreed upon improvements and mitigation measures at existing Sawmill Road shared access. 6. Sidewalks and Shared Use Paths (SUPs). Sidewalks and SUPs shall be provided in coordination with and approval by the City of Dublin Engineer or authorized designee and shall be accessible to the public in general. Sidewalks and SUPs shall connect to the existing public network. Sidewalks and SUPs shall be constructed in accordance with the City of Dublin standard drawings meeting the minimum dimensions set forth therein. 2. Internal Circulation. a. Internal Drives. Internal Private Driveways shall be used within the site. Exact locations for these driveways in the initial phase of development shall be 9 submitted to the Planning Commission as part of the Preliminary Development Plan. Final design specifications for these driveways shall be submitted with the Final Development Plan. Drives shall be organized in an orderly manner that allows for safe operation of all fire apparatuses and ambulances at the determination of Washington Township Fire Department. Conflict between emergency vehicles patients, visitors, and staff shall be mitigated to the greatest extent practicable. Unless otherwise approved by the City of Dublin Engineer or designee, these driveways shall be constructed in accordance with the City of Dublin Code of Ordinances. b. Pedestrian and Bicycle Circulation. The installation of private internal sidewalks and paths intended for the exclusive use of hospital patients, visitors, and staff shall also be permitted and shall not be required to be connected to the sidewalk and SUP system or be available for use by the general public. Sidewalks shall be provided on-site to link parking to public sidewalks and to the building entrances. Private sidewalks shall be no less than 4 feet in width and private paths shall be no less than 6 feet in width; and shall be constructed in accordance with the City of Dublin standard drawings for public improvements. G. Parking and Loading. The site shall be subject to the standards of City of Dublin Zoning Code §§153.200-153.211 related to parking and loading unless specifically altered below. 1. Parking Plan. A parking plan demonstrating adequate parking across the campus shall be submitted to the City of Dublin with the Final Development Plan and shall be amended as part of any proposed site modification. 2. Parking Layout. a. Parking shall be organized in an orderly manner that allows for safe operation of all fire apparatuses at the determination of Washington Township Fire Department. b. Parking structures. If provided, parking structures shall meet the requirements of City of Dublin Zoning Code §153.040(J). 3. Parking Location. a. Vehicular parking areas for hospital patients, visitors, and staff may be located forward of the main Hospital building provided pavement setbacks are met along all public Rights-Of-Way. b. Vehicular parking is prohibited from being located forward of any primary structure detached from the main Hospital building (Medical Office Building or any other structure constructed for a permitted use). c. Bicycle parking shall be provided in association with the patient/visitor parking lot and with the staff parking lot. 4. Parking Ratio. a. For the hospital, vehicular parking spaces shall be provided at the minimum rate of 1.5 spaces per 1,000 square feet of building area plus 1.3 spaces per staff member. 1. Phase 1: a. Hospital SF: 153,000 b. Staff: 265 2. Phase 2: a. Hospital SF: 188,000 10 b. Staff: 275 b. For attached and detached Medical Office, vehicular parking spaces shall be provided at the minimum rate of 4 spaces per 1,000 square feet (Medical Office Building or any other structure constructed for a permitted use). 1. Phase 1: a. Attached MOB SF: 51,500 2. Phase 2: a. Detached MOB SF: 40,000 b. Staff: 275 c. No vehicular or bicycle parking shall be required for the energy plant. 5. Service and Loading. Service courts and loading docks shall be permitted in the areas shown in the Preliminary Development Plan and shall be screened on all sides by landscaping, mounding, walls, or a combination thereof in accordance with City of Dublin Zoning Code §153.133(C) regarding screening for service structures. a. One loading space shall be required for the energy plant. All additional loading spaces shall be required per City of Dublin Zoning Code. b. Drop off, loading zones, and fire lanes shall be identified on the Final Development Plan in coordination with the City of Dublin and Washington Township Fire Department. H. Signage and Graphics 1. General. a. Sign Plan. A signage and graphics master plan shall be submitted to the Planning Commission for its review and approval as part of the Final Development Plan. The sign plan shall include the number, location, type, height, materials, illumination, and fabrication details. The signage and graphics shall be of a unified appearance and shall be compatible with the overall campus architectural character with respect to materials and colors. b. Sign Design. Signs shall be architecturally integrated with the site and building and compatible with the overall campus aesthetic with respect to materials and colors. Sign design shall be contextually sensitive to the City of Dublin’s established community character. Sensitivity does not require exact duplication of the themes, materials or elements of signs previously approved in the City of Dublin although does require that signs shall be respectful of and responsive to the key gateway location. If channel letter signs are utilized visible raceways are prohibited and letters/graphics must be individually mounted to the building façade. All signs shall be of appropriate size and adequate exposure for their intended function and hierarchy within the overall signage system. c. Applicability. The signage and graphics master plan, and any future amendments hereto, shall serve as the uniform as the minimum signage and graphics standards for the entire MCHS Northwest Campus PUD, including the initial phase of development and any phase of development occurring thereafter. In the event that the signage and graphics master plan is silent on any matter addressed by the City of Dublin Sign Code §§153.150-153.164, then the standard set forth in the Sign Code shall apply. 2. Permitted Permanent Sign Types, Number, and Size 11 a. Hospital i. General. A combination of sign types are permitted including ground and building-mounted signs. Logos and secondary copy shall not be limited to a fraction of the total sign size. Signs may be permitted to be more than three (3) colors with the explicit approval by the Planning Commission. All ground signs shall be required to have a masonry base with foundation plantings. Signs may not be artificially increased in height with landscape or building elements. ii. Building Identification Signs. Four (4) building identification signs shall be permitted. Each sign may be either a ground sign or a building wall sign. Each sign shall be of appropriate size and adequate exposure to easily identify and locate the campus. 1. Wall Sign. Each wall sign shall be a maximum of 350 square feet in size. Each sign shall be mounted to the building façade. The height shall be approved as part of signage and graphics master plan by the Planning Commission. The height of each sign may not be artificially increased by mounting the sign above the penthouse or above a mechanical screen. 2. Ground Sign (Permitted only for I-270 only). Each ground sign shall be a maximum of 80 square feet in size and 15 feet in height. Each sign height may not be artificially increased with mounding. Any ground sign located along the I-270 L/A Right-of-Way shall be setback a minimum of 50 feet from the I-270 L/A Right-of-Way and may not be within the area of influence of any utility. iii. Site Entry Signs. One (1) Site Entry Sign shall be permitted on each contiguous right-of-way, excluding the interstate right-of-way, not to exceed a total of three (3) site entry signs. Site entry signs shall be ground-mounted incorporating design elements that are responsive to the landscape design and forms. Each sign shall be permitted to be a maximum of 50 square feet in size and 15 feet in height. Signs shall be setback a minimum of 8 feet from the right-of-way and not in conflict with sight distance triangles. iv. Building Entrance Signs. Each building entrance shall be permitted One (1) Building Entrance Sign, not to exceed a total of six (6) signs. The signs may be either a ground sign, wall sign, or canopy edge sign. The signs shall be of appropriate size and provide adequate building identification. 1. Wall Sign/Canopy Edge Sign. Shall be a maximum of 50 square feet in size and 20 feet in height. 2. Ground Sign. Shall be a maximum of 25 square feet in size and 6 feet in height. v. Additional Signs. Emergency signs shall be permitted to be integrated into the sign design for any permitted sign. The Planning Commission may approve additional emergency signage with the signage and graphics master plan. Without approval of the Planning Commission, the user shall be entitled to the minimum signage deemed necessary for safe and efficient arrival at emergency and ambulatory entrances. vi. Primary Directional Signs. Primary Directional Signage shall provide exposure to accommodate the primary wayfinding system message schedule 12 (graphic, verbal or combination thereof) that will allow reasonable comprehension by patients, visitors, and staff with respect to locating various destinations and areas on the campus. The quality and character of directional sign shall be equal to that of primary site and building signage. Logos are permitted on Primary Directional Sign. Signs may be internally illuminated. The sign area, height, and number shall be limited to the maximum determined to be appropriate by the Planning Commission with the Final Development Plan. vii. Secondary Directional Signs. Secondary directional signage shall provide appropriate size and adequate exposure to accommodate the secondary wayfinding system message schedule (graphic, verbal or combination thereof) that will allow reasonable comprehension by patients, visitors, and staff on the campus. Secondary directional signage shall be of a smaller size than Primary Directional Signs. The Planning Commission shall determine the maximum number of secondary directional signage that shall be permitted within the internal campus vehicular and pedestrian traffic routes. Secondary directional signs may be double faced. Signs are prohibited from being internally illuminated. 3. Detached Principal Buildings (Third-Party Medical Office Buildings or Other Principal Structures) a. Signs are permitted per the Sign Code. A combination of sign types is prohibited. All signs shall be a maximum of three (3) colors. One ground and one wall sign shall be permitted per building. A multi-tenant building may have a ground sign with multiple panels. Multiple wall signs are not permitted on any multitenant building. 4. Temporary Signs. Temporary signage shall be permitted in accordance with the Sign Code. I. Lighting 1. General. All lighting shall be in conformance with the City of Dublin Zoning Code § 153.149, except as provided for in this development text. a. All lights shall be arranged to direct light away from adjacent street or adjacent property. b. LED or similar equivalent lighting shall be permitted. All lighting shall be of a warm color temperature. Cool and blue temperature lights are prohibited. c. Cutoff type landscape lighting, building up-lighting, and signage lighting shall be required. Building up-lighting shall be explicitly approved by the Planning Commission. d. All building illumination shall be architecturally complementary and come from a concealed source. 2. Lighting Plan. A lighting plan shall be submitted to the Planning Commission as part of the Final Development Plan. The plan shall include a photometric plan and light fixture cut sheets for parking, landscape, and building lights. 3. Light Levels. All exterior lighting shall be designed in a consistent manner for the entire site. To avoid creation of “hot spots” or irregular lighting levels, lighting uniformity across a horizontal surface shall have an average range from one (1) footcandle to three (3) footcandles or not exceeding 4:1 average to minimum light levels. 13 4. Parking and Driveways. Driveways and parking lot lighting shall be cutoff type fixtures, pole-mounted or wall-mounted, and no higher than 30 feet. 5. Prohibited. No colored lights shall be used to light the exterior of any building or sign. No site or sign lighting shall be illuminated in a way that moves, has the appearance of movement, or produces a flashing light effect. 6. Helistop. For the Helistop, lighting and related accessories shall be placed and utilized in accordance with the Federal Aviation Administration (FAA) regulations and guidelines. J. Open Space and Landscaping 1. Open Space Landscaping within open space areas (areas not part of lot coverage) shall consist of one, two-inch minimum caliper deciduous tree planted per 2,000 square feet of open space Trees may be grouped in informal clusters or arranged in formal rows to define spaces. a. West Greenway i. An open space of approximately 2.3 acres will extend from the Emerald Parkway right-of-way to the west side of the Hospital. This greenway contains the main entrance boulevard, multipurpose access paths, integrated storm water management features, a Chapel Garden, site furnishings, and landscaping. b. East Greenway i. An open space of approximately 2.1 acres will extend from the Sawmill Road right-of-way to the east side of the Hospital. This greenway contains the secondary vehicular access from Sawmill Road, multipurpose access paths, integrated storm water management features, site furnishings, and landscaping. c. North Greenway i. An open space of approximately 2.5 acres will extend from the Bright Road right-of-way to the north side of the Hospital. This greenway contains the secondary vehicular access from Bright Road, multipurpose access paths, integrated storm water management features, and landscaping. 2. Landscape General Requirements a. All landscaping shall be in accordance with the landscaping regulations contained in the City of Dublin Landscape Code, except as provided in this development text. b. Landscaping should emphasize a naturalized appearance and blend with the design of public rights-of-way, while delineating areas of more formal design where people will gather and use space. c. Landscaping shall comply with the general character and design components set forth in the preliminary development plan, with final details provided in the final development plan. d. Reasonable and good faith efforts will be made to preserve existing trees and tree rows within the MCHS Northwest Campus PUD. Consideration will be given to laying out streets, structures, and storm water management features to avoid the unnecessary destruction of wooded areas. Standard tree preservation practices shall 14 be in place to preserve and protect existing trees designated to remain within the defined construction limits. e. Where required to accommodate the development, tree removals and subsequent replacements will be made on a caliper inch equivalent with a minimum caliper size of 2.5 inches. f. Aggregate mulch shall be prohibited from planting beds. In cases where mulch is used for planting beds, it shall be black hardwood mulch. Aggregate mulch shall be permitted for integrated stormwater management areas. g. Undeveloped areas of the site shall be graded and seeded as necessary to ensure proper drainage and erosion control measures. h. Landscaping shall comply with the City of Dublin Policy 08-013 for intersection sight distance triangles. 3. Emerald Parkway Frontage a. Landscaping along Emerald Parkway shall be consistent with existing landscaping in place with the goal of preserving existing street trees to the extent possible. Replacement tree species and locations will be coordinated with the Dublin City Forester. 4. Sawmill Road Frontage a. Landscaping along Sawmill Road shall consist of a series of 3-to-4-foot height minimum earthen landscaped mounds with one, two-inch minimum caliper street tree planted per 30 feet or fraction thereof (trees may be grouped in informal clusters). 5. Bright Road Frontage a. Landscaping along Bright Road shall consist of one (1), two-inch minimum caliper street tree planted per forty (40) feet or fraction thereof (trees may not be grouped). 6. 1-270 Frontage a. Landscaping along I-270 shall include the planting of one (1), two-inch minimum caliper deciduous tree planted per forty (40) feet or fraction thereof. Efforts will be made to provide for clusters of trees in locations that preserve major view sheds to and from the site. b. Existing tree preservation may account for the above requirements. 7. Perimeter Landscape Buffers a. Landscape buffer along property perimeter shall consist of one (1), two-inch minimum caliper deciduous tree planted per forty (40) feet or fraction thereof and a 6-foot height minimum evergreen hedge, earthen mound, or combination thereof. b. Existing tree preservation may account for the above requirements. 8. Internal Driveways a. Landscape along internal drives shall consist of one (1), two-inch minimum caliper deciduous tree planted per thirty (30) feet or fraction thereof (trees may be grouped in informal clusters). 9. Integrated Stormwater Management a. Landscaping within stormwater management areas shall include vegetation consistent with their storm water management function (e.g. native plant species and grasses) in lieu of shade trees. 10. Parking Lots a. Landscaping within parking lots shall consist of landscape islands with a surface area equal to 5% of the paved surface (including all parking spaces, interior drives, 15 loading docks, drop-off/pick-up lanes, and access drives beyond the right-of-way). The required landscape areas shall meet the following requirements: b. All required landscaped areas shall consist of curbed islands (such curbs shall not be required where storm water management measures are provided) or peninsulas that are surrounded on at least two sides by pavement. Landscaping on the perimeter of the parking lot shall not be counted toward meeting this requirement. c. A minimum of one (1), two-inch minimum caliper deciduous tree shall be provided for every three-hundred (300) square feet of landscaped area required. d. The required landscaped areas may be located at the corners or in landscaped islands so as to break up large expanses or pavement and to contribute to an orderly circulation of vehicular and pedestrian traffic in the parking area. e. The required landscaped areas may be combined into larger islands where practical to meet overall character goals or for storm water management measures. f. The required landscape areas within the interior of parking lots, where used for the purposes of storm water management, may be used to meet the interior landscape requirements. Such plantings may include vegetation consistent with their storm water management function (e.g. native plant species and grasses) in lieu of deciduous trees. 11. Helistop a. Landscaping near Helistop shall be provided to ensure safe takeoffs and landings of emergency medical flights. All trees, plantings and landscaping shall meet FAA guidelines. The Helistop shall be screened from view of the Right-of-Way with landscape mounding. 12. Foundation Landscaping a. Foundation landscaping areas shall maintain a minimum dimension of four (4) feet in the smallest dimension, with a minimum of sixteen (16) square feet of foundation landscaping. b. Foundation landscaping shall be provided at a rate of; one (1) deciduous tree for every twenty-five (25) feet of length of the applicable elevation, and one (1) hedge plant or shrub every three (3) feet of length of the applicable elevation. K. Fencing 1. Fences shall be permitted in accordance with City of Dublin Zoning Code unless specifically altered below. 2. No vinyl or board-on-board wood fencing shall be permitted. No chain link or wire fencing shall be permitted, with the exception of the existing ODOT limited access right-of-way fencing along 1-270. L. Screening of Service Structures All screening shall be required in accordance with City of Dublin Zoning Code unless specifically altered below. 1. Service Structures. Service structures shall include but not be limited to loading docks, storage tanks, dumpsters, electrical transformers, utility vaults which extend above the surface, cooling towers, roof top units and other equipment or elements providing service to a 16 building or a site. Structures may be grouped together. Roof top mechanical units must be screened to the full height of the unit. 2. Screening Requirements. A continuous planting, hedge, fence, wall of earth, which would enclose any service structure on all sides is required, unless such structure must be frequently moved, in which case screening on all but one side is required. Whenever a service structure is located next to a building wall, perimeter landscaping material or vehicular use area landscaping material, such walls or screening material, may fulfill the screening requirement for that side of the service structure if that wall or screening material is of sufficient height to meet the height requirement set out in this section. Plant material used to screen a service structure shall be an evergreen species which retains its needles throughout the year. Deciduous plant material cannot be used to fulfill this screening requirement. The height of the evergreen plant material at installation must be equal to, or greater than, two-thirds of the height of the service structure(s) and meet the height and opacity requirements within four years. No interior landscaping shall be required within an area screened for service structures 3. Building Elements. Elements such as meter boxes, utility conduits, roof and wall projections such as vent and exhaust pipes, and roof top mechanical equipment shall be designed, located, or screened in accordance with City of Dublin Zoning Code. a. All building mounted exhausts must be finished to match the color of the building. All rooftop exhausts must be screened as a rooftop mechanical element. b. All roof top mechanical equipment shall be screened. 4. Waste and Refuse Enclosures. Waste and refuse areas shall be containerized and fully, on all four sides, screened from view with walls or a solid fence with access gates. a. Walls or solid fence shall be constructed with materials that are harmonious with the architecture of the nearest primary structure. b. Gates shall be constructed of powder-coated metal or synthetic wood. 5. Outdoor Storage. Outdoor storage shall be prohibited unless fully screened and explicitly approved by the Planning Commission. M. Stormwater Management, Utilities, and Easements 1. Storm Water Management shall be provided in accordance with the City of Dublin Stormwater Management Design Manual. The following shall be permitted BMPs a. Retention Basins (Guidance 13) b. Extended Dry Detention Basins (Guidance 15) c. Other Stormwater BMPs may be approved with the Final Development plan if: i. They comply with the City of Dublin Stormwater Management Design Manual. ii. Are approved by Mount Carmel Health System in writing. 2. Utilities and Easements a. All utility lines and wiring shall be placed underground. b. Utility Easement locations shall be determined in the Final Development Plan. c. A Central Utility Plant located on the east side of the Hospital will be constructed in Phase 1. Applicant Signature: 17 Date: EN00348.Public-00348 4858-8533-6603v1 1650 Watermark Drive, Suite 200 | Columbus, Ohio 43215 USA | tel +1.614.487.1650 | fax +1.614.487.8981 | www.korda.com 35.053 Acre Tract Situated in the State of Ohio, County of Franklin, City of Dublin, in Quarter-Township 2, Township 2, Range 19 of the United States Military Lands, being part of Lots 11 and 12, and being the same parcel as conveyed to McKitrick Properties Inc., an Ohio corporation by deeds of record in Official Record Volume 12527, Page J16 (3.978 acres – known herein as Tract 1, and 29.178 acres – known herein as Tract 2), Official Record Volume 11349, Page F01 (1.000 acres – known herein as Tract 3), and in Instrument Number 201312170206129 (2.000 acres – known herein as Tract 4) as recorded in the Franklin County Recorder’s Office, and being more particularly described as follows: COMMENCING at a concrete monument, Franklin County Geologic Survey (FCGS) 6656, found along the centerline of Bright Road (Width Varies), as depicted in the 1987 Sawmill Road plans, as recorded with the Franklin County Engineer’s Office; Thence along the centerline of Bright Road, South 89⁰55’54” West, a distance of 197.22 feet to an angle point in Bright Road as depicted in the 2009 Roadway Plans for Emerald Parkway, as recorded with the City of Columbus and Franklin County Engineer’s Office; Thence continuing along the centerline of Brig ht Road, South 87⁰43’33” West, a distance of 2.58 feet to a survey nail found at the northeasterly corner of Tract 1, the northwesterly corner of the portion of Bright Road dedicated in the subdivisio n plat for The Village At Inverness as conveyed in Plat Book 61, Page 42, the southwesterly corner of a 1.29 acre tract conveyed to S & K Real Property LLC by deed of record in Instrument Number 202010070153713, and the southeasterly corner of a 1.755 acre tract conveyed to S & K Real Property LLC by deed of record in Instrument Number 202007130100544 and being the TRUE POINT OF BEGINNING; Thence leaving the centerline of Bright Road, along the easterly line of Tract 1 and the westerly line of The Village At Inverness, South 03⁰09’10” West, a distance of 715.31 feet, passing an iron pipe capped “Bird & Bull, Inc.” found at 30.62 feet, to a point along the northerly line of Tract 2, said point being the southwesterly corner of said Tract 1 and the southeasterly corner of The Village At Inverness, referenced by an iron pipe ca pped Bird & Bull, Inc. found South 03⁰09’10” West at a distance of 0.48 feet; Thence along the southerly line of Th e Village At Inverness and the northerly line of Tract 2, South 86⁰50’54” East, a distance of 149.17 feet, to a point at the northwesterly corner of a 1.00 acre tract conveyed to Board of Township Trustees of Perry Township by deed of re cord in Deed Book 3232, Page 669, referenced by a 3/4 -inch iron pipe found North 02⁰48’12” East at a distance of 0.27 feet; Thence along the westerly line of said Township tract and the easterly line of Tract 2, South 02°48’12" West, a distance of 170.35 feet to a 3/4-inch iron pipe found in concrete at the southwesterly corner of a 0.309 acre tract conditionally conveyed to Board of Township Trustees of Perry Township, Franklin County, Ohio as a 25’ Roadway Agreement by deed of record in Deed Book 3549, Page 352 ; Thence along the southerly line of said 0.309 acre tract and the northerly line of Tract 2, South 87°03'56" East, a distance of 515.01 feet, to a 3/4” iron pipe capped Bird & Bull, Inc. found along we sterly right of way of Sawmill Road and the westerly line of a 0.12 acre tract conveyed to State of Ohio by deed of record in Deed Book 2853, Page 260 , being the southeasterly corner of said 0.309 acre tract; Thence along the easterly line of said Tract 2, the westerly line of said 0.12 acre tract and the westerly right of way of Sawmill Road, South 11°34'06" West, a distance of 54.32 feet, to a 3/4” iron pipe capped Bird & Bull, Inc. found, being the southwesterly corner of said 0.12 acre tract; the northwesterly corner of a 28.90 acre tract, designated as Parcel 4111-WL (FRA-270- 10.33N), conveyed to State of Ohio by deed of record in Deed Book 2853, Page 260, and being the beginning of the northerly limited access right of way of IR-270; Thence along the southerly line of Tract 2, the northerly limited access right of way of IR-270 and the northerly line of said 28.90 acre tract, South 07°59'36" West, a distance of 379.70 feet, to an iron pin set; Thence continuing along the southerly line of Tract 2, the northerly limited access right of way of IR-270 and the northerly line of said 28.90 acre tract for the following four (4) courses: 1 1650 Watermark Drive, Suite 200 | Columbus, Ohio 43215 USA | tel +1.614.487.1650 | fax +1.614.487.8981 | www.korda.com 1. South 73°42'12" West, a distance of 252.91 feet, to a 3/4” iron pipe found; 2. South 56°56'31" West, a distance of 311.73 feet, to a 3/4” iron pipe capped Bird & Bull, Inc. found; 3. South 69°53'19" West, a distance of 219.32 feet, to a 3/4” iron pipe capped Bird & Bull, Inc. found; 4. North 88°50'21" West, a distance of 839.59 feet, to a point along the westerly line of Lot 11 and the easterly line of Lot 12, being the southwesterly corner of Tract 2 and being the southeasterly corner of a 6.653 acre tract conveyed to City of Dublin, Ohio by deed of record in Instrument Nu mber 201012290177930, referenced by a 5/8” iron pin found S 03⁰08’31” W at 0.93 feet; Thence along the westerly line of Tract 2, the easterly line of said City of Dublin tract, the easterly line of Lot 12 and the westerly line of Lot 11 , North 03°07'54" East, a distance of 312.00 feet, to an iron pin set at the northeasterly corner of said City of Dublin tract and the southeasterly corner Tract 4; Thence along the southerly line of Tract 4 and the northerly line of said City of Dublin tract, North 88°49'20" West, for a distance of 418.92 feet, to a mag nail set along the easterly right of way of a 2.729 acre tract, designated as Parcel 9 -WD1, conveyed to the City of Dublin by deed of record in Instrument Number 201012290177929, said point a lso being the northwesterly corner of the 2.000 acre City of Dublin tract and the southwesterly corner of Tract 4; Thence along the easterly line of said 2.729 acre tract and the westerly line of Tract 4, along a curve to the left having a radius of 1348.50 feet, a central angle of 38°24'00", and a length of 903.77 feet, having a chord bearing North 37°06'59" East, for a distance of 886.95 feet, to a mag spike found, being along the easterly line of Tract 3, the westerly line of a 2.000 acre tract conveyed to the City of Dublin by deed of record in Instrument Number 201208170120708, the southerly corner of a 0.489 acre tract conveyed to the City of Dublin by deed of record in Instrument Number 201408280113468, and being the southeasterly corner or a 1.126 acre tract, designated as Parcel 10-WD1, conveyed to the City of Dublin by deed of record in Instrument Number 201312170206128; Thence along the easterly line of Tract 3 and the westerly line of said 2.000 acre City of Dublin, South 03°08'23" West, for a distance of 48.56 feet, to a 5/8” iron pin capped ‘LeRoy 7664, Burgess & Niple’ found at the southeasterly corner of Tract 3 , the southwesterly corner of said City of Dublin tract and being along the northerly line of Tract 2; Thence along the northerly line of Tract 2 and the southerly line of said City of Dublin tract, South 86°5 0'54" East, for a distance of 581.63 feet, to a 3/4” iron pipe found, being the southeasterly corner of a 2.828 acre tract conveyed to Stephen T. New comb by deed of record in Instrument Number 202106230109303 and the southwesterly corner of Tract 1 ; Thence leaving the northerly line of Tract 2, along the westerly line of Tract 1 and the easterly line of said Newcomb tract, North 03°09'16" East, for a distance of 642.91 feet, to a 5/8” iron pin capped ‘LeRoy 7664, Burgess & Niple’ found along the southerly right of way of Bright Road, being the southwesterly corner of a 0.038 acre tract, designated as Parcel 10-WD, conveyed to City of Dublin deed of record in Instrument Number 20131217026128, the southeasterly corner of a 0.172 acre tract conveyed to City of Dublin, An Ohio Municipal Corporation by deed of record in Instrument Number 201209040129523, the northeasterly corner of said Newcomb tract and the northwesterly corner of Tract 1 ; Thence along the southerly line o f said 0.038 acre tract, the southerly right of way of Bright Road and the northerly line of Tract 1, along a non-tangent curve to the right, having a radius of 1470.00 feet, a central angle of 02°01'38", and a length of 52.01 feet, having a chord bearing North 79°44'38" East, a distance of 52.01 feet to a 5/8” iron pin capped ‘LeRoy 7664, Burgess & Niple’ found at the southeasterly corner of said 0.038 acre tract; Thence along the easterly line of said 0.038 acre tract, passing into the existing right of way of Bright Road, North 00°10'56" West, for a distance of 32.55 feet, to an mag nail set along the centerline of Bright Road, said point being the southeasterly corner of a 1.743 acre tract conveyed to JLP-Bright Road LLC by deed of record in Instrument Number 201008200107188, and the southwesterly corner of a 0.07 acre tract conveyed to the City of Dublin, Ohio, by deed of record in Instrument Number 201302130026192 ; 2 1650 Watermark Drive, Suite 200 | Columbus, Ohio 43215 USA | tel +1.614.487.1650 | fax +1.614.487.8981 | www.korda.com Thence along the centerline of Bright Road, the northerly line of Tract 1 and the southerly line of said JLP-Bright Road tract, North 80°19'56" East, for a distance of 69.70 feet to a 5/8” iron pin found at an angle point in Bright Road , being the southeasterly corner of said JLP -Bright Road tract and the southwesterly corner of said S & K Real Property tract; Thence continuing along the centerline Bright Road, the northerly line of Tract 1, and the southerly line of said S & K Real Property, LLC tract, North 87°43'33" East, for a distance of 130.87 feet to the TRUE POINT OF BEGINNING, containing 35.053 acres, more or less, all of which is located within Auditor’s Parcel 273-008610; of which: 2.000 acres, more or less, is located in Lot 12 and 33.053 acres, more or less, is located in Lot 11; and of which, 0.080 acres, more or less, is located in the existing Bright Road right of way, and 34.973 acres, more or less is located solely within Auditor’s Parcel 273-008610 and being subject to all other legal easements, agreements, and rights-of-way of record. This description was prepared by Nicholas J. Del Valle, Ohio Professional Surveyor Number 8822 from an actual field survey performed in July 2021. The bearing of South 07⁰59’36” West on the westerly limited access right of way of Sawmill Road (FRA-270-10.33N) is referenced to the State Plane Coordinate System (South Zone), NAD 83 (NSRS 2011). ______________________________ _ 12/20/21 __ Nicholas J. Del Valle, PS 8822 Date Korda/Nemeth Engineering, Inc. 3 City of Dublin Parcel 9-WD1 Inst. 201012290177929 100' Right of Way 2.729 Acres Bright Road (W i d t h V a r i e s ) (RR 10, PG 57 ) M LA R/WLA R/WLA R/W LA R/WLA R/WLA R/W R/WR/WR/WM FCGS 6656 FCGS 7775 Sawmill Road (CR 70)(Width Varies)Sawmill Road to I-270 West Ramp IR-270 (FRA-270-10.33N)Emerald Parkway(100' Wide)S 03°09'10" W 715.31'S 86°50'54" E 149.17'N 03°09'16" E 642.91'S 86°50'54" E 581.63'N 03°07'54" E 312.00'S 73°42'1 2 " W 252.91' Δ = 2°01'38" R = 1470.00' AL = 52.01' CL = 52.01' CB = N 79°44'38" E S 56°56'31" W 311.73'S 69°53' 1 9" W 219.32' Δ = 38°24'00" R = 1348.50' AL = 903.77' CL = 886.95' CB = N 37°06'59" E N 88°49'20" W 418.92' S 87°03'56" E 515.01'S 02°48'12" W170.35'N 00°10'56" W 32.55' N 88°50'21" W 839.59' Tract 1: 3.978 Ac. - 0.038 Ac. = 3.940 Ac. Tract 2 & 3: 29.178 Ac. + 1 Ac. - 1.126 Ac. = 29.052 Ac. Tract 4: = 2.000 Ac. 35.053 Acres (m) 34.992 Acres (d) PRO Acreage = 0.080 Acres (Bright Road) McKitrick Properties Inc., an Ohio Corporation PID: 273-008610 ORV 12527, PG J16 ORV 11349, PG F01 Inst. 201312170206129 Lot 11Lot 12Lot 11Lot 12Board of Township Trustees of Perry Township DB 3232, PG 669 PID 273-008259 1.000 Acres City of Dublin, Ohio Inst. 201012290177930 PID 273-012353 6.653 Acres State of Ohio Parcel 4111-WL 28.90 Acres DB 2853, PG 260 Lot 2 The Village At Inverness PB 61, PG 42 LA R/W State of Ohio Parcel 4111-WD 0.121 Acres DB 2853, PG 258 M FCGS 7739 City of Dublin** Inst. 201408280113468 PID 273-012611 0.489 Acres ** - Held for Public use as Right of Way State of Ohio Parcel 4117-1WL DB 2810, PG 569 Dedicated by PB 61, PG 42 Quarter Township 1Quarter Township 221 JLP-Bright Road LLC Inst. 201008200107188 PID 273-008681 1.743 Acres S & K Real Property, LLC Inst. 202007130100544 PID 273-008619 1.743 Acres 2 1 S 11°34'06" W 54.32' (M)* *Course not included in current deed of record*S 07°59'36" W 379.70'3 4 5 City of Dublin Inst. 201208170120708 PID 273-008616 2.000 Acres 3 Stewart A. Maier Inst. 202011040174117 PID 273-008609 3.164 Acres 4 Stephen T. Newcomb Inst. 202106230109303 PID 273-008606 2.828 Acres 5 S 03°08'23" W 48.56' N 80°19'56" E 69.70' N 87°43'33" E 130.87' Board of Township Trustees of Perry Township, Franklin County, Ohio 0.309 Acres Per DB 3549, PG 352 PLAT OF SURVEY Situated in the State of Ohio, County of Franklin, City of Dublin, in Quarter-Township 2, Township 2, Range 19 of the United States Military Lands, being part of Lots 11 and 12, and being the same parcel as conveyed to McKitrick Properties Inc., an Ohio corporation by deeds of record in Official Record Volume 12527, Page J16, Official Record Volume 11349, Page F01, and Instrument Number 201312170206129 as recorded in the Franklin County Recorder's Office. PLAT OF SURVEY DATE 12/20/21 correct to the best of my knowledge. REGISTERED SURVEYOR NO.8822 I hereby certify that this plat is a true and correct representation of a survey performed under my responsible direction and supervision and is CERTIFICATION: LEGEND: Survey nail found Survey nail set 3/4" Ø Iron pipe fnd. 5/8"x30" Iron pin set 5/8" Iron pin found M Monument box assembly found The bearing of South 07⁰59'36” West on the westerly limited access right of way of Sawmill Road (FRA-270-10.33N) is referenced to the State Plane Coordinate System (South Zone), NAD 83 (NSRS 2011). 4 1 MOUNT CARMEL HEALTH SYSTEM (MCHS) NORTHWEST CAMPUS PLANNED UNIT DEVELOPMENT DISTRICT (PUD) Rezoning Statement Site Description The site consists of 35.053 acres located between Emerald Parkway and Sawmill Road, immediately northwest of the I-270/ Sawmill Road Interchange. The parcel identification number is 273-008610 McKitrick Properties Inc. The site has approximately 900 feet of frontage on Emerald Parkway to the west, 250 feet of frontage on Bright Road to the north, 450 feet of frontage on Sawmill Road to the east, and 1500 feet of frontage along I-270 to the south. Presently, the core area of the site is a cultivated agricultural field, relatively flat with a gentle slope from east to west. The southern boundary is edged by a tree row while the northern panhandle contains a dense stand of deciduous and coniferous trees and is accessible via an informal driveway along Bright Road. A home at 3865 Bright Road was previously demolished. The site shares a boundary of approximately 685 feet with the existing Perry Township offices at 7125 Sawmill Road (PID: 273-008259) and shares an access drive from Sawmill Road. The site is fronted on Bright Road, Emerald Parkway, Sawmill Road, and I-270. The site has no existing vehicular access points, with the exception of an existing private drive off Bright Road and a shared access drive off Sawmill Road. A shared-use path extends along Emerald Parkway as a well as a sidewalk along Sawmill Road beginning at the shared access drive and ending at the 1-270/Sawmill Road Interchange. There are no existing curb cuts along Emerald Parkway although there is an existing median break and a shared-use path extends along the east side. There are no existing pedestrian facilities along Bright Road. Utilities The site is served by public utilities with existing water and sanitary sewers located along Emerald Parkway. An overhead electric, high-voltage transmission line crosses the site along the western boundary, immediately east of Emerald Parkway. Overhead transmission lines and two monopole structures on the site are contained within a 50’ Easement to Columbus & Southern Ohio Electric Company. 1st Reading 2 Surrounding Zoning and Land Use North: PUD - Planned Unit Development District (Northeast Quad) East: PLR - Planned Low Density Residential District (Village at Inverness), CC-Community Commercial District (Perry Township Administrative Offices), and City of Columbus South: I-270 West: R-1 -Restricted Suburban Residential District Proposed Rezoning Prior to the approval of this development text, the site was zoned R-1, Restricted Suburban Residential District. Consistent with the land use recommendations in the Dublin Community Plan and the Bright Road Area Plan, the MCHS Northwest Campus PUD will establish new development standards to facilitate creation and growth of a new health and wellness campus to serve the Dublin and northwest Columbus community. Site Use Concept The site is organized around an open space framework comprised of three major campus greenways that extend from the centrally located Hospital and Medical Office Buildings to Emerald Parkway, Bright Road and Sawmill Road, thereby creating visual and physical connections to the surrounding community. These greenways serve multiple functions; as natural open space buffers, for storm water management purposes, for outdoor use areas, and as wayfinding devices for navigation throughout the campus. Each greenway space will have defining characteristics that support the mission of the health and wellness campus. The main visitor entrance will be from Emerald Parkway with direct access to the patient drop-off canopy. Visitor parking will be accessed from the main entrance driveway for ease of wayfinding and proximity to the front door. A dedicated service road for emergency and service vehicles establishes an on-stage/off-stage site organization to clarify circulation, improve patient safety, and simplify wayfinding across the campus. The hospital is centrally located for visibility from the 1-270 frontage, the 1-270/Sawmill Road Interchange, and Emerald Parkway and to accommodate expansion. The future Medical Office Building is located at the southwest portion of the site for visibility from the Emerald Parkway main entrance and clarity of circulation. The hospital will require a Helipad (Helistop) for outbound transportation of emergency life flight patients. 1st Reading 1 MOUNT CARMEL HEALTH SYSTEM (MCHS) NORTHWEST CAMPUS PLANNED UNIT DEVELOPMENT DISTRICT (PUD) As recommended for approval by the Dublin Planning and Zoning Commission on March 3, 2022 As approved by the Dublin City Council as Ordinance 13-22 on Month Day, 2022 Index: I. Overview Summary/Purpose………………………………………………………… page 2 Site Concept………………………………………………………………..page 2 Site Layout…………………………………………………………………page 2 Site Description…………………………………………………………….page 3 Phasing……………………………………………………………………..page 3 Severability………………………………………………………………...page 4 II. Development Standards A. General……………………………………………………………….. page 4 B. Permitted Uses……………………………………………………….. page 4 C. Density and Lot Coverage……………………………………………. page 5 D. Height and Setback Requirements…………………………………… page 5 E. Architectural Standards………………………………………………. page 6 F. Traffic/Access and Circulation………………………………………..page 7 G. Parking and Loading…………………………………………………. page 9 H. Signage and Graphics…………………………………………………page 10 I. Lighting………………………………………………………………. page 12 J. Open Space and Landscaping…………………………………………page 13 K. Fencing…………………………………………………………...……page 15 L. Screening of Service Structures……………………………………….page 15 M. Stormwater Management, Utilities, and Easements……………..........page 16 1st Reading 2 I. Overview Summary/Purpose Mount Carmel Health System (MCHS) is creating the Northwest Campus Planned Unit Development District (MCHS Northwest Campus PUD) for the purpose of providing medical care to the Dublin/ northwest Columbus community. The first phase will include a total of approximately 227,680 sq. ft. (approximately 202,680 sq. ft. occupied and approximately 25,000 sq. ft. shell space) of buildings which may include an Inpatient Hospital, Medical Office Building, Emergency Department, Interventional Surgical Platform, Specialty Clinics, and Central Utility Plant. Future phases accommodate expansion of the Hospital, expansion of the Medical Office Building, expansion of ancillary uses, and the addition of a third-party Medical Office Building and parking lot. (Up to 314,520 aggregate square feet of structures combined in Phases 1 and 2). The MCHS Northwest Campus PUD is located within the City of Dublin, between Emerald Parkway and Sawmill Road, and directly northwest of the I-270/Sawmill Road Interchange. The project vision is to provide areas of wellness and respite such as walking trails and healing gardens for Hospital staff and visitors alike. Integrated landscape buffers will be incorporated to screen utilities, loading dock, and surface parking. MCHS’s mission is to serve together in the spirit of the Gospel as a compassionate and transforming healing presence for the Dublin/ northwest Columbus community. Site Concept The site is organized around an open space framework comprised of three major campus greenways that extend from the centrally located Hospital and Medical Office Buildings to Emerald Parkway, Bright Road and Sawmill Road, thereby creating visual and physical connections to the surrounding community. These greenways serve multiple functions; as natural open space buffers, for storm water management purposes, for outdoor use areas, and as wayfinding devices for navigation throughout the campus. Each greenway space will have defining characteristics that support the mission of the health and wellness campus. Site Layout The main visitor entrance is located along the east side of Emerald Parkway with direct access to the patient drop-off canopy. Visitor parking is accessed from the main entry boulevard for ease of wayfinding and proximity to the front door. The inpatient tower, stacked above the Emergency Department, is located on the south of the site becoming a landmark building highly visible from I-270. A dedicated service drive for emergency and service vehicles establishes site organization to clarify circulation, improve patient safety, and simplify wayfinding across the campus. The Hospital is centrally located for visibility from the 1-270 frontage, the 1-270/Sawmill Road Interchange, and Emerald Parkway and to accommodate expansion. The future Medical Office Building is located at the southwest portion of the site for visibility from the Emerald Parkway main entrance and clarity of circulation. The Hospital includes a Helistop for outbound transportation of emergency life flight patients. 1st Reading 3 Site Description 1. Location and Acreage. The site consists of 35.053 acres located between Emerald Parkway and Sawmill Road, immediately northwest of the I-270/ Sawmill Road Interchange. The parcel identification number is 273-008610, McKitrick Properties Inc. The site has approximately 900 feet of frontage on Emerald Parkway to the west, 250 feet of frontage on Bright Road to the north, 450 feet of frontage on Sawmill Road to the east, and 1,500 feet of frontage along I-270 to the south. 2. Existing Conditions and Character. Presently, the core area of the site is a cultivated agricultural field, relatively flat with a gentle slope from east to west. The southern boundary is edged by a tree row while the northern panhandle contains a dense stand of deciduous and coniferous trees and is accessible via an informal driveway along Bright Road. A home located at 3865 Bright Road was previously demolished. The site shares a boundary of approximately 685 feet with the existing Perry Township offices at 7125 Sawmill Road (PID: 273-008259) and shares an access drive from Sawmill Road. 3. Analysis of Natural Resources. The open character of the core area of the site will not require extensive removal of existing vegetation to accommodate the proposed development. Existing deciduous and evergreen trees in the northern panhandle will contribute to the open space character and neighborhood buffer for a northern greenway and Bright Road connection. Past agricultural uses have resulted in a relatively deep and rich profile of topsoil which will be reused on site to support the various open space and greenway elements of campus development. 4. Existing and Proposed Land Use. Prior to the approval of this development text, the site was zoned R-1, Restricted Suburban Residential District. Consistent with the land use recommendations in the Dublin Community Plan and the Bright Road Area Plan, the MCHS Northwest Campus PUD will establish new development standards to facilitate creation and growth of a new health and wellness campus to serve the Dublin and Northwest Columbus community. 5. Existing Vehicular/Pedestrian Access. The site is fronted on Bright Road, Emerald Parkway, Sawmill Road, and I-270. The site has two existing access points; a private drive off Bright Road and a shared access drive off Sawmill Road. A shared-use path extends along the east side Emerald Parkway as a well as a sidewalk along the west side Sawmill Road beginning at the shared access drive and ending at the 1-270/Sawmill Road Interchange. There are no existing curb cuts along Emerald Parkway although there is an existing median break. There are no existing pedestrian facilities along Bright Road. 6. Existing Utilities. The site is served by public utilities with existing water and sanitary sewers located along Emerald Parkway. An overhead electric, high-voltage transmission line crosses the site along the western boundary, immediately east of Emerald Parkway. Overhead transmission lines and two monopole structures on the site are contained within a 50’ Easement to Columbus & Southern Ohio Electric Company. Phasing 1. Intent. MCHS intends to complete the first phase of construction for opening in 2025. 2. Phase 1. Phase 1 includes approximately 227,680 sq. ft. of buildings which may include an Inpatient Hospital, Medical Office Building, Emergency Department, Interventional Surgical Platform, Specialty Clinics, and Central Utility Plant. 1st Reading 4 3. Future Phase(s). Future phase(s) accommodate the expansion of the Hospital, expansion of the Medical Office Building, expansion of ancillary uses, and the addition of a detached, third-party Medical Office Building and parking lot. Future phases will be based upon the demand for medical and associated services over time. Severability If any provision or provisions of this text or the application thereof to any zoning lot, building or other structure or tract of land are declared by a court of competent jurisdiction to be invalid or ineffective in whole or in part or to be inapplicable to any person or situation, the effect of such decision shall be limited to the provision or provisions which are expressly stated in the decision to be invalid or ineffective to the zoning lot, building or other structure or tract of land immediately involved. All other provisions of this text shall continue to be separate and fully effective, and the application of any such provision to other persons or situations shall not be affected. II. Development Standards A. General 1. The following development standards shall apply to all areas of the MCHS Northwest Campus PUD. 2. Unless otherwise set forth in the submitted drawings or in this written text of the MCHS Northwest Campus PUD, the City of Dublin Zoning Code shall apply to the MCHS Northwest Campus PUD. 3. If the development standards set forth in the MCHS Northwest Campus PUD are found to be in conflict in any way with the City of Dublin Zoning Code, then the standards of the MCHS Northwest Campus PUD shall control. 4. In instances of conflicting development standards within the MCHS Northwest Campus PUD, the more restrictive regulation shall apply unless otherwise approved by the required reviewing body. B. Uses Within the MCHS Northwest Campus PUD, the following uses shall be permitted principal, accessory, conditional, temporary uses and prohibited uses:. Principal Permitted Uses 1. Hospitals and clinics. 2. Healthcare facilities including ambulatory care, outpatient care, inpatient and outpatient surgery, specialty clinics, medical offices, telehealth, and ancillary services. 3. Training, education, community gathering, health and wellness facilities. 4. Health club, fitness center, and physical therapy uses. 5. Skilled nursing and hospice facilities. 6. Research, synthesis, analysis, development, and testing laboratories. 7. Office - General. 8. Parks/Open Space. Accessory Permitted Uses 1. Ancillary restaurant, pharmacy, and convenience uses in support of Hospital or other medical uses located within the primary Hospital building. 1st Reading 5 2. Ancillary Child Day Care and Adult Day Care uses in support of the Hospital or other medical uses located within the primary Hospital building or within a third-party Medical Office Building. 3. Ancillary Religious/Worship uses in support of the Hospital located within the primary Hospital building. 4. Ancillary drive-thru testing 5. Helistop consistent with FAA guidelines and Dublin Zoning Code Sections 153.038(C)(28) and 153.094. 6. Parking Garage/Parking Structure. 7. Transportation- Park-and-Ride. 8. Transportation- Transit Station. 9. Vehicle Charging Stations. 10. Bicycle Facilities. 11. Energy Plant to Service the Hospital and Renewable Energy Facilities. 12. Food production, cultivation, preparation, and food trucks associated with programmed events are permitted. Conditional Use 1. Drive-thru pharmacy services Prohibited Uses 1. Restaurant and other commercial drive-in/drive-thru facilities are prohibited. C. Density and Lot Coverage 1. Density. The Hospital shall have the right to develop approximately 314,520 aggregate square feet of structures within the MCHS Northwest Campus PUD. If the Hospital submits a final development plan to the City of Dublin Planning and Zoning Commission (Planning Commission) which exceeds the basic threshold of 314,520 aggregate square feet of development within the MCHS Northwest Campus PUD, then the City may require the Hospital to provide a Traffic Impact Study which illustrates how the additional development will affect the transportation system in the immediate area and what improvements will be necessary as a result. The square feet values contained in this section shall be calculated in a manner that is exclusive of the square footage of any parking lots, parking structures, and the helipad on the site and of the square footage of any energy plant serving the property from on-site. 2. Building Coverage. The maximum building coverage for the entire site, shall not exceed 25% of the total site acreage. Excludes parking structures, parking lots, helipad, and other vehicular use areas 3. Lot Coverage. The maximum area lot coverage shall not cover more than 75% of the total site acreage. D. Height and Setback Requirements 1. Maximum Building Height. The maximum building height for structures shall not exceed four stories and 65 feet in height. Architectural screening elements, mechanical penthouse, and 1st Reading 6 mechanical equipment and associated housing for such equipment, may exceed this height limitation. 2.Minimum Setbacks for Building and Pavement. a.From Emerald Parkway Right-of-Way: 100 feet for buildings, 50 feet for pavement. b.From Bright Road Right-of-Way: 50 feet for buildings, 25 feet for pavement. c.From Sawmill Road Right-of-Way: 100 feet for buildings, 50 feet for pavement. d.From I-270 L/A Right-of-Way: 50 feet for buildings, 50 feet for pavement. e.Side yard property line: 50 feet for buildings, 15 feet for pavement. f.Rear yard property line: 50 feet for buildings, 15 feet for pavement. g.There shall be no minimum setback requirements for buildings and pavement from lot lines interior to the campus. 3.Detached Accessory Structures. a.Detached accessory structures, including but not limited to dumpsters, pump houses in support of irrigation systems, or mechanical equipment housing, may encroach upon building setbacks. Such structures shall not be permitted to encroach upon pavement setbacks. Such structures shall be screened in accordance with Section II(L) of this PUD text. b.Temporary detached accessory structures for the purpose of staging during construction shall be permitted provided the description and type of structures are included with the final development plan and approved by the Planning Commission. E.Architectural Standards 1.Intent. The design standards in this section outline required building details to ensure quality development on the site. a.Architectural detailing is required to enliven building facades, and to establish a human-scaled, pedestrian supportive environment. b.Architectural design shall be sensitive to the massing and proportion of adjacent structures and reflect or complement the detailing of surrounding buildings. c.Detached, third-party buildings shall be of a comparable quality to the primary Hospital building and shall employ the use of similar exterior building materials. 2.Four-Sided Architecture. Buildings shall be required to employ a comparable use of materials on all elevations. All elevations of a building shall receive similar treatment in terms of style, materials, and design. 3.Building Materials. a.The buildings shall have contemporary and modern designs with a mix of natural & fabricated materials. The buildings shall have approximately 35% glazing with building accents of wood and stone being 10-20% and the remaining 45-55%, the building field, being comprised of brick and metal panel. Prohibited Materials. Prefabricated metal buildings and unclad masonry block structures are prohibited. 4.Architectural Details. a.Entrance design. i.Principal entrances on all buildings shall be at a pedestrian scale, effectively address the site, and provide a sense of connection between exterior and interior of the building.1st Reading 7 ii.Doors for service uses shall be consistent with the design of principal entrances and include glass and full operating hardware in the design of the door. b.Entry Canopies. i.Canopies may be used if they function as suitable protection from the elements. To provide suitable protection an awning or canopy may encroach over walkways, provided the lowest portion is at least 8 feet above the walkway. ii.Canopies extending over vehicular use areas shall provide sufficient clearance for the safe staging and operation of Fire/Emergency equipment as determined by Washington Township Fire Department. iii.Canopies shall be designed to be consistent with the architecture of the building and shall architecturally highlight the entrance. 1.Canopies may be clad with glass, metal, wood, or other complementary materials. 2.Canopies may be free-standing, cantilevered or supported from the building wall by metal cables or tie-backs. 3.Canopies will include lighting to meet the standards for egress and functionality and may include decorative lighting that further enhance the design features of the canopy and give prominence to the entrance. c.Windows. i.Window framing may be metal, wood or metal-clad wood. Vinyl shall be prohibited. ii.Spandrel glass shall be permitted as necessary to conceal structural elements and/or program spaces as determined by functional need and as approved by the Planning Commission with the final development plan. 5.Roofs. All roof types shall be permitted, provided that each roof design shall be compatible with the style and design of the building. a.Flat roofs will be the standard type within the development, however pitched, hipped, gabled, or a combination shall also be permitted as determined appropriate by the Planning Commission. b.Flat roofs. i.Flat roofs are permitted to use a roof material appropriate to maintain proper drainage. ii.Roof terraces, intensive and extensive green roofs shall be permitted. c.Parapets. i.Parapets may be provided as determined by the design character of the building or to screen the roof and any roof appurtenances from view from the street(s), provided that parapets shall be no more than 6 feet high. Where a six-foot parapet is insufficient to screen rooftop mechanical equipment a screening structure shall be required to screen the mechanical in accordance with Section II(L) of this PUD text.. F.Traffic/Access and Circulation 1.Traffic/Access.1st Reading 8 1. Traffic Impact Study. A traffic impact study (TIS) titled “3865 Bright Road Traffic Impact Study” by EMH&T dated March 30, 2022 shall serve as the guideline for location of curb cuts and traffic controls within the MCHS Northwest Campus PUD and off-site improvements necessary along public streets used to access the site including Emerald Parkway, Bright Road, and Sawmill Road. A final access plan shall be submitted to the Planning Commission for its approval as part of the Preliminary Development Plan. a. Traffic signals shall only be considered where signal warrants are met. A traffic signal is warranted at the intersection of Emerald Parkway/ Hospital Main Entrance Drive. 2. Rights-Of-Way. Right-Of-Way dedications along Emerald Parkway, Bright Road and Sawmill Road will be based upon the City of Dublin Thoroughfare Plan in coordination with public roadway agencies and as necessary to accommodate off-site improvements with approval by the City of Dublin Engineer or designee. Setbacks from public Rights- Of-Way shall be measure from the expanded (new) Right-Of-Way line, where applicable. 3. Access Points. All curb cuts, locations and spacing, shall be placed based upon recommendations in the traffic study, and in coordination with and approval by City of Dublin Engineer. a. The development includes four (4) curb cuts, locations noted below. i. One (1) new curb cut on Bright Road. ii. Two (2) new curb cuts on Emerald Parkway. iii. One (1) existing curb cut on Sawmill Road at shared access drive with Perry Township. 4. Medians. All median breaks along Emerald Parkway shall be placed upon recommendations in the TIS, and in coordination with and approval by the City of Dublin Engineer or authorized designee. a. The development includes two (2) median breaks, location and function noted below. i. One (1) on Emerald Parkway at northwestern site boundary for Hospital Main Entrance Drive. ii. One (1) on Emerald Parkway at southwestern quadrant of site for Emergency and Service Access Drive. 5. Off-Site Improvements. All off-site improvements shall be constructed in accordance with the Infrastructure Agreement. The following improvements are required to be provided in conjunction with the City of Dublin: a. Traffic Signal at Emerald Parkway and Main Hospital Drive including median break and southbound left turn lane. b. Westbound left turn lane at Bright Road and Hospital Connector Drive. c. Agreed upon improvements and mitigation measures at existing Sawmill Road shared access. 6. Sidewalks and Shared Use Paths (SUPs). Sidewalks and SUPs shall be provided in coordination with and approval by the City of Dublin Engineer or authorized designee and shall be accessible to the public in general. Sidewalks and SUPs shall connect to the existing public network. Sidewalks and SUPs shall be constructed in accordance with the City of Dublin standard drawings meeting the minimum dimensions set forth therei n. 2. Internal Circulation. a. Internal Drives. Internal Private Driveways shall be used within the site. Exact locations for these driveways in the initial phase of development shall be 1st Reading 9 submitted to the Planning Commission as part of the Preliminary Development Plan. Final design specifications for these driveways shall be submitted with the Final Development Plan. Drives shall be organized in an orderly manner that allows for safe operation of all fire apparatuses and ambulances at the determination of Washington Township Fire Department. Conflict between emergency vehicles patients, visitors, and staff shall be mitigated to the greatest extent practicable. Unless otherwise approved by the City of Dublin Engineer or designee, these driveways shall be constructed in accordance with the City of Dublin Code of Ordinances. b. Pedestrian and Bicycle Circulation. The installation of private internal sidewalks and paths intended for the exclusive use of hospital patients, visitors, and staff shall also be permitted and shall not be required to be connected to the sidewalk and SUP system or be available for use by the general public. Sidewalks shall be provided on-site to link parking to public sidewalks and to the building entrances. Private sidewalks shall be no less than 4 feet in width and private paths shall be no less than 6 feet in width; and shall be constructed in accordance with the City of Dublin standard drawings for public improvements. G. Parking and Loading. The site shall be subject to the standards of City of Dublin Zoning Code §§153.200-153.211 related to parking and loading unless specifically altered below. 1. Parking Plan. A parking plan demonstrating adequate parking across the campus shall be submitted to the City of Dublin with the Final Development Plan and shall be amended as part of any proposed site modification. 2. Parking Layout. a. Parking shall be organized in an orderly manner that allows for safe operation of all fire apparatuses at the determination of Washington Township Fire Department. b. Parking structures. If provided, parking structures shall meet the requirements of City of Dublin Zoning Code §153.040(J). 3. Parking Location. a. Vehicular parking areas for hospital patients, visitors, and staff may be located forward of the main Hospital building provided pavement setbacks are met along all public Rights-Of-Way. b. Vehicular parking is prohibited from being located forward of any primary structure detached from the main Hospital building (Medical Office Building or any other structure constructed for a permitted use). c. Bicycle parking shall be provided in association with the patient/visitor parking lot and with the staff parking lot. 4. Parking Ratio. a. For the hospital, vehicular parking spaces shall be provided at the minimum rate of 1.5 spaces per 1,000 square feet of building area plus 1.3 spaces per staff member. 1. Phase 1: a. Hospital SF: 153,000 b. Staff: 265 2. Phase 2: a. Hospital SF: 188,000 1st Reading 10 b. Staff: 275 b. For attached and detached Medical Office, vehicular parking spaces shall be provided at the minimum rate of 4 spaces per 1,000 square feet (Medical Office Building or any other structure constructed for a permitted use). 1. Phase 1: a. Attached MOB SF: 51,500 2. Phase 2: a. Detached MOB SF: 40,000 b. Staff: 275 c. No vehicular or bicycle parking shall be required for the energy plant. 5. Service and Loading. Service courts and loading docks shall be permitted in the areas shown in the Preliminary Development Plan and shall be screened on all sides by landscaping, mounding, walls, or a combination thereof in accordance with City of Dublin Zoning Code §153.133(C) regarding screening for service structures. a. One loading space shall be required for the energy plant. All additional loading spaces shall be required per City of Dublin Zoning Code. b. Drop off, loading zones, and fire lanes shall be identified on the Final Development Plan in coordination with the City of Dublin and Washington Township Fire Department. H. Signage and Graphics 1. General. a. Sign Plan. A signage and graphics master plan shall be submitted to the Planning Commission for its review and approval as part of the Final Development Plan. The sign plan shall include the number, location, type, height, materials, illumination, and fabrication details. The signage and graphics shall be of a unified appearance and shall be compatible with the overall campus architectural character with respect to materials and colors. b. Sign Design. Signs shall be architecturally integrated with the site and building and compatible with the overall campus aesthetic with respect to materials and colors. Sign design shall be contextually sensitive to the City of Dublin’s established community character. Sensitivity does not require exact duplication of the themes, materials or elements of signs previously approved in the City of Dublin although does require that signs shall be respectful of and responsive to the key gateway location. If channel letter signs are utilized visible raceways are prohibited and letters/graphics must be individually mounted to the building façade. All signs shall be of appropriate size and adequate exposure for their intended function and hierarchy within the overall signage system. c. Applicability. The signage and graphics master plan, and any future amendments hereto, shall serve as the uniform as the minimum signage and graphics standards for the entire MCHS Northwest Campus PUD, including the initial phase of development and any phase of development occurring thereafter. In the event that the signage and graphics master plan is silent on any matter addressed by the City of Dublin Sign Code §§153.150-153.164, then the standard set forth in the Sign Code shall apply. 2. Permitted Permanent Sign Types, Number, and Size 1st Reading 11 a. Hospital i. General. A combination of sign types are permitted including ground and building-mounted signs. Logos and secondary copy shall not be limited to a fraction of the total sign size. Signs may be permitted to be more than three (3) colors with the explicit approval by the Planning Commission. All ground signs shall be required to have a masonry base with foundation plantings. Signs may not be artificially increased in height with landscape or building elements. ii. Building Identification Signs. Four (4) building identification signs shall be permitted. Each sign may be either a ground sign or a building wall sign. Each sign shall be of appropriate size and adequate exposure to easily identify and locate the campus. 1. Wall Sign. Each wall sign shall be a maximum of 350 square feet in size. Each sign shall be mounted to the building façade. The height shall be approved as part of signage and graphics master plan by the Planning Commission. The height of each sign may not be artificially increased by mounting the sign above the penthouse or above a mechanical screen. 2. Ground Sign (Permitted only for I-270 only). Each ground sign shall be a maximum of 80 square feet in size and 15 feet in height. Each sign height may not be artificially increased with mounding. Any ground sign located along the I-270 L/A Right-of-Way shall be setback a minimum of 50 feet from the I-270 L/A Right-of-Way and may not be within the area of influence of any utility. iii. Site Entry Signs. One (1) Site Entry Sign shall be permitted on each contiguous right-of-way, excluding the interstate right-of-way, not to exceed a total of three (3) site entry signs. Site entry signs shall be ground-mounted incorporating design elements that are responsive to the landscape design and forms. Each sign shall be permitted to be a maximum of 50 square feet in size and 15 feet in height. Signs shall be setback a minimum of 8 feet from the right-of-way and not in conflict with sight distance triangles. iv. Building Entrance Signs. Each building entrance shall be permitted One (1) Building Entrance Sign, not to exceed a total of six (6) signs. The signs may be either a ground sign, wall sign, or canopy edge sign. The signs shall be of appropriate size and provide adequate building identification. 1. Wall Sign/Canopy Edge Sign. Shall be a maximum of 50 square feet in size and 20 feet in height. 2. Ground Sign. Shall be a maximum of 25 square feet in size and 6 feet in height. v. Additional Signs. Emergency signs shall be permitted to be integrated into the sign design for any permitted sign. The Planning Commission may approve additional emergency signage with the signage and graphics master plan. Without approval of the Planning Commission, the user shall be entitled to the minimum signage deemed necessary for safe and efficient arrival at emergency and ambulatory entrances. vi. Primary Directional Signs. Primary Directional Signage shall provide exposure to accommodate the primary wayfinding system message schedule 1st Reading 12 (graphic, verbal or combination thereof) that will allow reasonable comprehension by patients, visitors, and staff with respect to locating various destinations and areas on the campus. The quality and character of directional sign shall be equal to that of primary site and building signage. Logos are permitted on Primary Directional Sign. Signs may be internally illuminated. The sign area, height, and number shall be limited to the maximum determined to be appropriate by the Planning Commission with the Final Development Plan. vii. Secondary Directional Signs. Secondary directional signage shall provide appropriate size and adequate exposure to accommodate the secondary wayfinding system message schedule (graphic, verbal or combination thereof) that will allow reasonable comprehension by patients, visitors, and staff on the campus. Secondary directional signage shall be of a smaller size than Primary Directional Signs. The Planning Commission shall determine the maximum number of secondary directional signage that shall be permitted within the internal campus vehicular and pedestrian traffic routes. Secondary directional signs may be double faced. Signs are prohibited from being internally illuminated. 3. Detached Principal Buildings (Third-Party Medical Office Buildings or Other Principal Structures) a. Signs are permitted per the Sign Code. A combination of sign types is prohibited. All signs shall be a maximum of three (3) colors. One ground and one wall sign shall be permitted per building. A multi-tenant building may have a ground sign with multiple panels. Multiple wall signs are not permitted on any multitenant building. 4. Temporary Signs. Temporary signage shall be permitted in accordance with the Sign Code. I. Lighting 1. General. All lighting shall be in conformance with the City of Dublin Zoning Code § 153.149, except as provided for in this development text. a. All lights shall be arranged to direct light away from adjacent street or adjacent property. b. LED or similar equivalent lighting shall be permitted. All lighting shall be of a warm color temperature. Cool and blue temperature lights are prohibited. c. Cutoff type landscape lighting, building up-lighting, and signage lighting shall be required. Building up-lighting shall be explicitly approved by the Planning Commission. d. All building illumination shall be architecturally complementary and come from a concealed source. 2. Lighting Plan. A lighting plan shall be submitted to the Planning Commission as part of the Final Development Plan. The plan shall include a photometric plan and light fixture cut sheets for parking, landscape, and building lights. 3. Light Levels. All exterior lighting shall be designed in a consistent manner for the entire site. To avoid creation of “hot spots” or irregular lighting levels, lighting uniformity across a horizontal surface shall have an average range from one (1) footcandle to three (3) footcandles or not exceeding 4:1 average to minimum light levels. 1st Reading 13 4. Parking and Driveways. Driveways and parking lot lighting shall be cutoff type fixtures, pole-mounted or wall-mounted, and no higher than 30 feet. 5. Prohibited. No colored lights shall be used to light the exterior of any building or sign. No site or sign lighting shall be illuminated in a way that moves, has the appearance of movement, or produces a flashing light effect. 6. Helistop. For the Helistop, lighting and related accessories shall be placed and utilized in accordance with the Federal Aviation Administration (FAA) regulations and guidelines. J. Open Space and Landscaping 1. Open Space Landscaping within open space areas (areas not part of lot coverage) shall consist of one, two-inch minimum caliper deciduous tree planted per 2,000 square feet of open space Trees may be grouped in informal clusters or arranged in formal rows to define spaces. a. West Greenway i. An open space of approximately 2.3 acres will extend from the Emerald Parkway right-of-way to the west side of the Hospital. This greenway contains the main entrance boulevard, multipurpose access paths, integrated storm water management features, a Chapel Garden, site furnishings, and landscaping. b. East Greenway i. An open space of approximately 2.1 acres will extend from the Sawmill Road right-of-way to the east side of the Hospital. This greenway contains the secondary vehicular access from Sawmill Road, multipurpose access paths, integrated storm water management features, site furnishings, and landscaping. c. North Greenway i. An open space of approximately 2.5 acres will extend from the Bright Road right-of-way to the north side of the Hospital. This greenway contains the secondary vehicular access from Bright Road, multipurpose access paths, integrated storm water management features, and landscaping. 2. Landscape General Requirements a. All landscaping shall be in accordance with the landscaping regulations contained in the City of Dublin Landscape Code, except as provided in this development text. b. Landscaping should emphasize a naturalized appearance and blend with the design of public rights-of-way, while delineating areas of more formal design where people will gather and use space. c. Landscaping shall comply with the general character and design components set forth in the preliminary development plan, with final details provided in the final development plan. d. Reasonable and good faith efforts will be made to preserve existing trees and tree rows within the MCHS Northwest Campus PUD. Consideration will be given to laying out streets, structures, and storm water management features to avoid the unnecessary destruction of wooded areas. Standard tree preservation practices shall 1st Reading 14 be in place to preserve and protect existing trees designated to remain within the defined construction limits. e. Where required to accommodate the development, tree removals and subsequent replacements will be made on a caliper inch equivalent with a minimum caliper size of 2.5 inches. f. Aggregate mulch shall be prohibited from planting beds. In cases where mulch is used for planting beds, it shall be black hardwood mulch. Aggregate mulch shall be permitted for integrated stormwater management areas. g. Undeveloped areas of the site shall be graded and seeded as necessary to ensure proper drainage and erosion control measures. h. Landscaping shall comply with the City of Dublin Policy 08-013 for intersection sight distance triangles. 3. Emerald Parkway Frontage a. Landscaping along Emerald Parkway shall be consistent with existing landscaping in place with the goal of preserving existing street trees to the extent possible. Replacement tree species and locations will be coordinated with the Dublin City Forester. 4. Sawmill Road Frontage a. Landscaping along Sawmill Road shall consist of a series of 3-to-4-foot height minimum earthen landscaped mounds with one, two-inch minimum caliper street tree planted per 30 feet or fraction thereof (trees may be grouped in informal clusters). 5. Bright Road Frontage a. Landscaping along Bright Road shall consist of one (1), two-inch minimum caliper street tree planted per forty (40) feet or fraction thereof (trees may not be grouped). 6. 1-270 Frontage a. Landscaping along I-270 shall include the planting of one (1), two-inch minimum caliper deciduous tree planted per forty (40) feet or fraction thereof. Efforts will be made to provide for clusters of trees in locations that preserve major view sheds to and from the site. b. Existing tree preservation may account for the above requirements. 7. Perimeter Landscape Buffers a. Landscape buffer along property perimeter shall consist of one (1), two-inch minimum caliper deciduous tree planted per forty (40) feet or fraction thereof and a 6-foot height minimum evergreen hedge, earthen mound, or combination thereof. b. Existing tree preservation may account for the above requirements. 8. Internal Driveways a. Landscape along internal drives shall consist of one (1), two-inch minimum caliper deciduous tree planted per thirty (30) feet or fraction thereof (trees may be grouped in informal clusters). 9. Integrated Stormwater Management a. Landscaping within stormwater management areas shall include vegetation consistent with their storm water management function (e.g. native plant species and grasses) in lieu of shade trees. 10. Parking Lots a. Landscaping within parking lots shall consist of landscape islands with a surface area equal to 5% of the paved surface (including all parking spaces, interior drives, 1st Reading 15 loading docks, drop-off/pick-up lanes, and access drives beyond the right-of-way). The required landscape areas shall meet the following requirements: b. All required landscaped areas shall consist of curbed islands (such curbs shall not be required where storm water management measures are provided) or peninsulas that are surrounded on at least two sides by pavement. Landscaping on the perimeter of the parking lot shall not be counted toward meeting this requirement. c. A minimum of one (1), two-inch minimum caliper deciduous tree shall be provided for every three-hundred (300) square feet of landscaped area required. d. The required landscaped areas may be located at the corners or in landscaped islands so as to break up large expanses or pavement and to contribute to an orderly circulation of vehicular and pedestrian traffic in the parking area. e. The required landscaped areas may be combined into larger islands where practical to meet overall character goals or for storm water management measures. f. The required landscape areas within the interior of parking lots, where used for the purposes of storm water management, may be used to meet the interior landscape requirements. Such plantings may include vegetation consistent with their storm water management function (e.g. native plant species and grasses) in lieu of deciduous trees. 11. Helistop a. Landscaping near Helistop shall be provided to ensure safe takeoffs and landings of emergency medical flights. All trees, plantings and landscaping shall meet FAA guidelines. The Helistop shall be screened from view of the Right-of-Way with landscape mounding. 12. Foundation Landscaping a. Foundation landscaping areas shall maintain a minimum dimension of four (4) feet in the smallest dimension, with a minimum of sixteen (16) square feet of foundation landscaping. b. Foundation landscaping shall be provided at a rate of; one (1) deciduous tree for every twenty-five (25) feet of length of the applicable elevation, and one (1) hedge plant or shrub every three (3) feet of length of the applicable elevation. K. Fencing 1. Fences shall be permitted in accordance with City of Dublin Zoning Code unless specifically altered below. 2. No vinyl or board-on-board wood fencing shall be permitted. No chain link or wire fencing shall be permitted, with the exception of the existing ODOT limited access right-of-way fencing along 1-270. L. Screening of Service Structures All screening shall be required in accordance with City of Dublin Zoning Code unless specifically altered below. 1. Service Structures. Service structures shall include but not be limited to loading docks, storage tanks, dumpsters, electrical transformers, utility vaults which extend above the surface, cooling towers, roof top units and other equipment or elements providing service to a 1st Reading 16 building or a site. Structures may be grouped together. Roof top mechanical units must be screened to the full height of the unit. 2. Screening Requirements. A continuous planting, hedge, fence, wall of earth, which would enclose any service structure on all sides is required, unless such structure must be frequently moved, in which case screening on all but one side is required. Whenever a service structure is located next to a building wall, perimeter landscaping material or vehicular use area landscaping material, such walls or screening material, may fulfill the screening requirement for that side of the service structure if that wall or screening material is of sufficient height to meet the height requirement set out in this section. Plant material used to screen a service structure shall be an evergreen species which retains its needles throughout the year. Deciduous plant material cannot be used to fulfill this screening requirement. The height of the evergreen plant material at installation must be equal to, or greater than, two-thirds of the height of the service structure(s) and meet the height and opacity requirements within four years. No interior landscaping shall be required within an area screened for service structures 3. Building Elements. Elements such as meter boxes, utility conduits, roof and wall projections such as vent and exhaust pipes, and roof top mechanical equipment shall be designed, located, or screened in accordance with City of Dublin Zoning Code. a. All building mounted exhausts must be finished to match the color of the building. All rooftop exhausts must be screened as a rooftop mechanical element. b. All roof top mechanical equipment shall be screened. 4. Waste and Refuse Enclosures. Waste and refuse areas shall be containerized and fully, on all four sides, screened from view with walls or a solid fence with access gates. a. Walls or solid fence shall be constructed with materials that are harmonious with the architecture of the nearest primary structure. b. Gates shall be constructed of powder-coated metal or synthetic wood. 5. Outdoor Storage. Outdoor storage shall be prohibited unless fully screened and explicitly approved by the Planning Commission. M. Stormwater Management, Utilities, and Easements 1. Storm Water Management shall be provided in accordance with the City of Dublin Stormwater Management Design Manual. The following shall be permitted BMPs a. Retention Basins (Guidance 13) b. Extended Dry Detention Basins (Guidance 15) c. Other Stormwater BMPs may be approved with the Final Development plan if: i. They comply with the City of Dublin Stormwater Management Design Manual. ii. Are approved by Mount Carmel Health System in writing. 2. Utilities and Easements a. All utility lines and wiring shall be placed underground. b. Utility Easement locations shall be determined in the Final Development Plan. c. A Central Utility Plant located on the east side of the Hospital will be constructed in Phase 1. Applicant Signature: 1st Reading 17 Date: 1st Reading XXXXXXXXP/ L P/L P/LP/L P/LP/LP/LP/LP/LP/LP/LP/LLA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W XXMBLot 11 Lot 12 Lot 11 Lot 12 984.62' (M) 985.63' (D)LA R/WCenterline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" ConduitWood StepsBumper BlocksMulchFlowerBedGravelI-270Bright Road (Width Varies)Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampEmerald Parkway ( 1 0 0 ' W i d e )PR. PHASE 1BUILDINGCity of Dublin City of ColumbusHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHN O T F O RCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONI0.00 SHEET INDEXPLAN SHEET INDEX:I0.00 ……………. TITLE SHEETTS1.00 ………….. TOPOGRAPHIC SURVEY PLANC0.00 ……………. PHASING PLANC0.01 ……………. SITE DEMOLITION PLANC1.00 ……………. FULL SITE STAKING PLANC1.01 ……………. STAKING PLANC1.02 ……………. STAKING PLANC1.03 ……………. STAKING PLANC1.04 ……………. STAKING PLANC1.05 ……………. STAKING PLANC1.06 ……………. STAKING DETAILSC1.07 ……………. STAKING DETAILSC2.00 ……………. FULL SITE GRADING PLANC2.01 ……………. GRADING PLANC2.02 ……………. GRADING PLANC2.03 ……………. GRADING PLANC2.04 ……………. GRADING PLANC2.05 ……………. GRADING PLANC2.06 ……………. STORM DETAILSC3.00 ……………. FULL SITE UTILITY PLANC3.01 ……………. UTILITY PLANC3.02 ……………. UTILITY PLANC3.03 ……………. UTILITY PLANC3.04 ……………. UTILITY PLANC3.05 ……………. UTILITY PLANC3.06 ……………. UTILITY PROFILEC3.07 .............. UTILITY DETAILSC4.00 .............. AMBULANCE AUTOTURN EXHIBITC4.01 .............. DELIVERY TRUCK AUTOTURN EXHIBITC4.02 .............. DELIVERY TRUCK AUTOTURN EXHIBITC4.03 .............. FIRE TRUCK AUTOTURN EXHIBITC4.04 .............. FIRE TRUCK AUTOTURN EXHIBITL0.00 ……………. FULL BUILD SITE PLANL0.01 ……………. PHASE 1 SITE PLANL1.00 ……………. OVERALL LANDSCAPE PLANL1.01 ……………. LANDSCAPE PLAN 01L1.02 ……………. LANDSCAPE PLAN 02L1.03 ……………. LANDSCAPE PLAN 03L1.04 ……………. LANDSCAPE PLAN 04L1.05 ……………. LANDSCAPE PLAN 05VICINITY MAP0GRAPHIC SCALESCALE IN FEET200 400 600BUILDING SQUARE FOOTAGEPHASE 1HOSPITAL153,000 SFHOSPITAL SHELL25,000 SFMEDICAL OFFICE BUILDING 152,000 SFPHASE 1 TOTAL230,000 SFPHASE 2 (FULL BUILD OUT)HOSPITAL (BUILDING ADDITION)35,000 SFHOSPITAL TOTAL SQUARE FOOTAGE213,000 SFMEDICAL OFFICE BUILDING 2 (NEW BUILDING)40,000 SFPHASE 2 TOTAL84,520 SFFULL BUILD OUT314,520 SFCITY OF DUBLIN PRELIMINARY DEVELOPMENT PLANFORMOUNT CARMEL HEALTH SYSTEM - DUBLIN CAMPUS2022PLANNING AND ZONING COMMISSION SECRETARY DATEAPPLICANT DATEPLANNING AND ZONING COMMISSION APPROVAL DATE:CITY COUNCIL APPROVAL DATE:SITE IMPERVIOUS/PERVIOUS AREAPRE-DEVELOPED SITEIMPERVIOUS AREA*0.4 ACRESPERVIOUS AREA34.6 ACRESPERCENT IMPERVIOUS1.1%POST DEVELOPED SITEIMPERVIOUS AREA*17.7 ACRESPERVIOUS AREA17.3 ACRESPERCENT IMPERVIOUS49.4%LOT COVERAGEPHASE 1BUILDING FOOTPRINT94,598 SFPERCENT OF TOTAL SITE6.20%PHASE 2 (FULL BUILD OUT)BUILDING FOOTPRINT118,418 SFPERCENT OF TOTAL SITE7.75%BUILDING SUMMARYBUILDINGBUILDING TYPEMEDICALHOSPITALMEDICALMEDICAL OFFICE BUILDINGEXISTING ZONING CLASSIFICATION : R-1PROPOSED ZONING CLASSIFICATION: PUD*IMPERVIOUS AREA INCLUDES R/W IMPROVEMENTSINTERSTATE - 270EM E R A LD P KW Y BRIGHT RDSAWMILL RD PROJECTLOCATIONPARKING CALCULATIONSPHASE 1PARKING CALCULATIONPARKING REQUIREDMOB (51,500 SF)4 SPACES PER 1000 SF206HOSPITAL PATIENT (153,000 SF)1.5 SPACES PER 1000 SF230HOSPITAL STAFF265 STAFF x 1.3 FOR SHIFTCHANGE345REQUIRED SPACES781PROVIDED SPACES781PHASE 2 (FULL BUILD OUT)30 BED SHELL ADDITION (PATIENT)(25,000 SF)1.5 SPACES PER 1000 SF3830 BED SHELL ADDITION (STAFF)10 ADDITIONAL STAFF10NEW MEDICAL OFFICE BUILDING (40,000 SF)4 SPACES PER 1000 SF160PHASE 1 REQUIRED SPACES780PHASE 1 AND PHASE 2 REQUIRED989PROVIDED SPACES998 12"W12"W12"W12"WOHEOHEOHE4"GLA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W8"San18"Stm 18"Stm 12"Stm12"San 10"S a n 10"S a n 8"San12"Stm12"Stm18"Stm E 12"W 12" W 12"WEE EE30"Stm6"W R/WR/WOHE OHE OHE OHE OHE OHE OHEItem 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 22:Easement for to The Ohio BellTelephone CompanyPer OR 15343, PG A01Item 16:Easement for to Columbus andSouthern Ohio Electric CompanyPer DB 1438, PG 203I-270Bright Road (Width Varies)Tract 1: 3.978 Ac. - 0.038 Ac. = 3.940 Ac.Tract 2 & 3: 29.178 Ac. + 1 Ac. - 1.126 Ac. = 29.052 Ac.Tract 4: = 2.000 Ac.35.053 Acres (m)34.992 Acres (d)PRO Acreage = 0.080 Acres (Bright Road)McKitrick Properties Inc.,an Ohio CorporationPID: 273-008610ORV 12527, PG J16ORV 11349, PG F01Inst. 201312170206129Lot 11 Lot 12 Lot 11 Lot 12 984.62' (M) 985.63' (D)LA R/WEETTTRTR(rec)(rec)(rec) (rec)(rec)(rec)E(rec)(rec)10"San 10"San 10"San 10"San10" S a n 10" S a n30"StmItem 24:Easement to City of DublinPer Inst. 201312170206131Item 25:0.265 Acre Ingress/Egress EasementPer Inst. 199904160095183Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampEmerald Parkwa y ( 1 0 0 ' W i d e ) (Inst. 2010 1 2 2 9 0 1 7 7 9 2 9 ) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)39+41.4940+0041+0042+0042+27.5243+0044+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+0053+0054+0055+0055+52.19205+00 206+00 207+00 208+00 209+00 210+00 211+00 212 + 0 0 213 + 0 0 214+ 0 0 215+0 0 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00 219+99.99220+00 220+71.57 8' Wood Fence100+00 101+00 102+00 103+00 104+00 105+00 10 5 + 7 3 . 3 8 10 5 + 9 7 . 3 8 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 113+61.22 114+00 115+00 116+00 117+00 118+00 118+61.98 119+00 120+00 121+00 122+00 123+0050'24'-5"19'-5"SHEET NUMBERSCALE1" = 30'1/11/22FIELD DRAWN CHECKEDDATEJOB NO.2021-7432TS1.00TWMNJDNJDFILE: H:\PROJECTS\2021\_2021 SURVEYING\2021-7432 3865 BRIGHT ROAD DUBLIN, OH\SURVEY\SURVEY BASEDWG\2021-7432 TS.DWG SAVED DATE:27-Jan-2022 10:45 AM PLOT DATE:2/10/2022 6:19 PM SAVED BY: NDELVALLE 0GRAPHIC SCALESCALE IN FEET100 200 300*The project is based on State Plane Coordinates Ohio South Zone NAD 83 with2011 NSRS adjustment. Elevations are based on NAVD 1988.*Elevations are based on NAVD 1988.BENCHMARKSNo. ElevationDescription1 902.71Square Chiseled on the northwesterly corner of the flag pole base at the PerryTownship Administrative complex.2 891.92'X' chiseled on the southerly rim of the sanitary manhole located on thewesterly side of Emerald Parkway, approximately 215 feet south of BrightRoad.3 902.15Arrow chiseled on the northerly flange bolt of the fire hydrant on the south sideof Bright Road, approximately 430 feet due West of Inverness Court.CONTROL POINTSNo.Northing EastingElevationDescription1769665.120 1803164.730 901.90 5/8"x30" Iron Pin Set2 769103.260 1802748.058 904.35 5/8"x30" Iron Pin Set3 768955.955 1802236.090 904.89 5/8"x30" Iron Pin Set4769285.373 1801621.270 896.21 5/8"x30" Iron Pin Set5 769816.363 1801643.266 892.21Mag Nail Set6 769896.648 1802138.339 899.71 5/8"x30" Iron Pin Set7769717.054 1802607.304 902.44 5/8"x30" Iron Pin Found8 770557.161 1801798.106 894.95Mag Nail Set9 770583.740 1802537.305 899.33 5/8"x30" Iron Pin Set*The bearing of South 07⁰59'36” West on the westerly limited access right of way of SawmillRoad (FRA-270-10.33N) is referenced to the State Plane Coordinate System (South Zone),NAD 83 (NSRS 2011).NOTES:1. All underground utility locations are shown as accurately as possible based onsurface evidence (valves and manholes), markings found in the field, and/orrecord plans received from the owner or utility companies. Items noted (rec)were obtained from existing plans. Utility locations are not necessarily completeor correct. Any utility in close proximity to proposed work should be "potholed" forexact location prior to construction. OUPS Ticket # B117301928-00B,B117301930-00B, B117301944-00B, B117301946-00B.2. The elevations on this survey are based on NAVD 88. Record drawings ofbuildings and infrastructure may exist having a differing datum. Exercise cautionwhen utilizing this survey by correlating record drawings and proposed work withsurvey information shown on this drawing.3. Benchmarks and control points shown on this survey may have beendisturbed, since the completion of this survey. Verify that existing monumentationcorrelates with data shown on this survey prior to use.4. Utilities noted (Ab) are denoted as such per record plan and may have beenabandoned or removed. Their existence and/or status has not been verified.5. Buildings are located from the surveyed at grade edge. Location of the interiorand underground structural footprint has not been verified. Due to possiblevariations in building exterior above the at grade edge, the building locationshould be used for site plan use only.6. Sewer sizes shown are based on an evaluation of record plan information andobservation from the manhole casting at grade. Due to manhole depth andsafety restrictions entering manhole, sizes shown are approximate.7. The lots delineated on this plat are found on non-printed F.E.M.A. communitypanel No. 39049C0151K and 39049C0152K dated 06/17/08. The property islocated in Zone X and are therefore not in a flood hazard area.8. See Sheet TS7 for Tree Survey Table.TEEWTelephone PolePower PoleLight PoleG781780Intermediate ContourSanitary SewerUnderground Electric lineValveGas LineWater lineIndex ContourBuilding/WallTelephone ManholeElectric ManholeStorm SewerManholeCurb InletEdge of PavementPavement/WalkOpen Grate ManholeorLEGENDTree Line/Shrub LineSignFenceFurther route of utility unknownControl Pointor(rec)Abandoned Utility(Ab)Concrete Pavement, Walk, SlabBrick WalkEasement LineRight of Way LineProperty LineR/WStmSanTreesFire HydrantElectric Pull BoxTelephone Pull Box/PedestalTraffic Pull BoxETTRInformation Obtained FromRecord PlanBushesFlag PoleOriginal Subdivision Lot LinesTTelephone Line MarkerP/LDistance per Measured / Deed(M) / (D)NTSLocation MapSITEMMMFCGS 7739FCGS 6656FCGS 7775BM #3BM #2BM #1IPINS #4IPINS #3IPINS #2IPINS #1IPIN #7IPINS #6IPINS #9MAGS #8MAGS #5TOPOGRAPHIC SURVEY Sawmill Road (CR 70) (Width Varies)XXXXXXXXXXXXXXXXXXXXXXX X X X XP/L P / L P / L P/L P/L P/L P/L P/LP/LP/LP/L P/LP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LLA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W XXXXXXMBR/WR/WR/WLot 11Lot 12 Lot 11Lot 12984.62' (M) 985.63' (D)LA R/WXXXXCenterline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" ConduitWood StepsBumper BlocksMulchFlowerBedGravelEX. SHAREDUSE PATHEX. SHAREDUSE PATHXX XLOADING DOCKSITE WALLSITE WALLHELISTOPPR. SIGNPR. SIGNAMBULANCEDROP OFFLANEDROP OFF LANEMOB DELIVERYLANEPR. DUMPSTERGATEPR. SIGNSawmill Road (CR 70) (Width Varies)PR. SIGNGATE FORHELISTOPACTIVITYGATE FORHELISTOPACTIVITYEmerald Parkway (100' Wide)Bright Road (Width Varies)Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampEmerald Parkway (100' Wide)PHASE 2PHASE 1PR. HOSPITAL ANDMEDICAL OFFICEBUILDINGPR. PARKINGAREAPR. PARKINGAREAPR. PARKINGAREAPR. PARKINGAREAPR. PARKINGAREAPR. PARKINGAREAPR. DRIVE PR. DR IVEPR. DRIVEPR. DRIVEPR. MEDICALOFFICE BUILDINGPR. RETENTIONPOND 1PR. RETENTIONPOND 2PR. RETENTIONPOND 4PR. RETENTIONPOND 3PR. RETENTIONPOND 5EXTENDED DRYDETENTION BASIN 6EXTENDED DRYDETENTION BASIN 8EXTENDED DRYDETENTIONBASIN 7PHASE 2PARKINGPHASE 2WALKPHASE 2PARKINGPHASE 2WALKHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET60 120 180C0.00PHASING PLANLEGENDPHASE 2 WORK1. ALL WORK OUTSIDE OF PHASE 2 WILL BE APART OF PHASE 1 WORK.GENERAL NOTES: 12"W12"W12"W12"W12"WOHEOHEOHEOHEOHE4"G4"G69.70'(M) 69.98 '(D)N 87°43'33" E130.87'(M) 132.19'(D)N 00°10'56" W32.55'(M)(D)P/L P / L P/ L P/L P/L P/L P/L P/LP/LP/LP/L P/LP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L5.14'LA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W XXXMB8"San8"San18"Stm 18"Stm 18"Stm 12"Stm12"San 12"San 12"San 10"San 10"San 10"San 8"San8"San12"Stm12"Stm18"Stm E OHE12"W12"W 12"W 12"W 12"WEEEE EEEE30"Stm6"W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/WR/WR/WOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEBoard of Township Trustees ofPerry Township, Franklin County, Ohio0.309 Acres Per DB 3549, PG 352Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 22:Easement for to The Ohio BellTelephone CompanyPer OR 15343, PG A01Item 16:Easement for to Columbus andSouthern Ohio Electric CompanyPer DB 1438, PG 203End ofLimitedAccessRight of WayRemainder of Tract 3Apparent Encroachment 1:4' Wire FenceApprox. 2.0' into subject propertyApparent Encroachment 2:Gravel/Wood/Asphalt StockpilesApprox. 120' into subject propertyApparent Encroachment 5:Asphalt Parking Lot - Including bumperblocks landscaping, and curb linesApprox. 17' into Ingress/Egress EasementApparent Encroachment 4:Large Compost DumpstersApprox. 20' into subject propertyEvidence of Deteriorating Wire FenceBright Road (Width Varies)12"Stm12"StmS 86°50'54" E 581.63'N 03°07'54" E 312.00' (M)(D)S 73°42 '12" W 252 .91 '(M )(D) S 11°34'06" W 5 4 . 3 2 ' ( M )25.00'S 86°56'09" E 511.23'(D)S 5 6 ° 5 6 ' 3 1 " W 3 1 1 . 7 3 ' (M ) (D )S 69 °53 '19 " W 219 .32 ' (M ) (D )S 89°55'54" W 197.22'S 03°08'23" W48.56'N 88°49'20" W 418.92' (M)(D)S 87°03'56" E 515.01'(M)S 02°48'12" W 170.35'(M) 175.49(D)N 88°50'21" W 839.59'(M) 839.81(D)25.29' 145.35'(M) 145.29'(D)S 87°43'33" W2.58'Tract 1: 3.978 Ac. - 0.038 Ac. = 3.940 Ac.Tract 2 & 3: 29.178 Ac. + 1 Ac. - 1.126 Ac. = 29.052 Ac.Tract 4: = 2.000 Ac.35.053 Acres (m)34.992 Acres (d)PRO Acreage = 0.080 Acres (Bright Road)McKitrick Properties Inc.,an Ohio CorporationPID: 273-008610ORV 12527, PG J16ORV 11349, PG F01Inst. 201312170206129Lot 11Lot 12 Lot 11Lot 12 1054.73'(M) 1054.80'(D)984.62' (M) 985.63' (D)~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~LA R/WApparent Encroachment 1a:4' Wire FenceApprox. 20' into subject propertyApparent Encroachment 3:Gravel Parking/ Staging AreaApprox. 118' into subject propertyN 88°40'50" WEETTTRTRN 80°19'56" E S 03°09'10" W 715.31'(M) 715.96'(D)S 86°50'54" E 149.17'S 08°01'09" W 4 2 7 . 3 1 ' ( D )S 07°59'36" W 3 7 9 . 7 0 ' ( M ) (rec)(rec)(rec)(rec)246.96'(M) 248'(D)N 03°09'16" E 642.91'(M) 643.10'(D)(rec)(rec)EEE(rec)(rec)10"San30"StmItem 24:Easement to City of DublinPer Inst. 201312170206131Item 25:0.265 Acre Ingress/Egress EasementPer Inst. 199904160095183Δ = 38°24'00"R = 1348.50'AL = 903.77'CL = 886.95'CB = N 37°06'59" EItem 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264~Cultivated Field~~Cultivated Field~12345678910111214131516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485868788899091929394959697989910010110210310410510610710810911011111211311411511611711811912012112212312412512612712812913013113213313413513613713813914014114214314414514614714814915015115215315415515617215715815916016116216316416516616716816917017117317417517617717817918018118218318418518618718818919019119219319419519719619819920020120220320420520620720820921021121221321421521621721821922022122222322422522622722822923023123223323423523623723823924024124224324424524624724824925025125225325425525625725825926026126226326426526626726826927027127227327427527627727827928028128228328428528628728828929029129229329429529629729829930030130230330430530630730830931031131231331431531631731831932032132232332432532632732832933033133233333433533633733833934034134234334434534634734834935035135235335435535635735835936036136236436336536636736836937037137237337437537637737837938038138238338438538638738838939039139239312" - Dead12" - Dead15" - Dead30"24" - Dead12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West Ramp~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~~Cultivated Field~39+41.4940+0041+0042+0042+27.5243+0044+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+0053+0054+0055+0055+52.19207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00 219+99.99220+00 220+71.57 Emerald Parkway (100' Wide)(Inst. 201012290177929)ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMTESMTESMTESMTESMT ESMTESMTESMT Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravelApparent Encroachment 6:Asphalt Parking Lot - Including sign,mailbox, landscaping, and curb linesApprox. 12' into Ingress/Egress AgreementEmerald Parkway (100' Wide)(Inst. 201012290177929)EX. SHAREDUSE PATHEX. SHAREDUSE PATHESMT ESMT ESMT ESMT ESMT ESMT ESMT (R)111111122222244FCGS 6656BM #3MAGS #8BM #2IPINS #6IPINS #4IPINS #3IPINS #2IPIN #1BM #1IPIN #7MAGS #5IPINS #933DEMOLITION LEGENDPROPOSEDEXISTINGGENERAL NOTES:1. SITE SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING, DATED 11/15/21. REFER TOSHEET TS1 FOR ALL EXISTING SITE FEATURES.2. DISPOSE OF CONSTRUCTION DEBRIS OFF-SITE IN ACCORDANCE WITH LOCAL CODES.3. REMOVE AND DISPOSE OF ON SITE FEATURES AS SHOWN ON THE PLAN.4. SAW-CUT EXISTING PAVEMENT AT LIMITS OF PAVEMENT REMOVAL TO FULL DEPTH USINGCARE TO CUT NEAT, STRAIGHT LINES. CUT AT EXISTING JOINTS WHERE POSSIBLE.5. CONTRACTOR TO PROTECT EXISTING SITE FEATURES TO REMAIN OUTSIDECONSTRUCTION LIMITS. REPAIR ANY DAMAGE TO THE SATISFACTION OF THE OWNER ATNO ADDITIONAL COST.6. CONTROL DUST AT THE SITE. PROVIDE STREET CLEANING WHEN NECESSARY, AND WHENREQUESTED BY OWNER.7. GRADE SITE DURING CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE TO EXISTINGAND/OR PROPOSED STORM WATER MANAGEMENT SYSTEMS.8. PERFORM WORK IN ACCORDANCE WITH LOCAL CODES AND REGULATIONS.9. INSTALLATION OF TREE PROTECTION BARRICADES SHALL BE PERFORMED BEFORE ANYSITE DEVELOPMENT ACTIVITY TAKES PLACE. A TREE REMOVAL PERMIT IS REQUIRED TOBE OBTAINED FROM THE CITY PRIOR TO TREE REMOVALS.CODED NOTES:X1. PROTECT EXISTING PAVEMENT/SIDEWALK TO REMAIN.2. SAWCUT EXISTING PAVEMENT WITH NEAT, STRAIGHT LINES. MATCH EXISTINGPAVEMENT GRADE AT THIS POINT.3. DEMO 200' OF EXISTING FENCE.4. EXISTING LANDSCAPE ISLAND TO BE REMOVED.REMOVE EXISTING UTILITYREMOVE EXISTING ASPHALT, GRAVEL, ANDCONCRETE PAVEMENT, CONCRETESIDEWALK, BUILDING FOUNDATION, ANDPAVEMENT BASE MATERIALSREMOVE EXISTING TREEPROTECT EXISTING TREE TO REMAINREMOVE EXISTING CONCRETECURBSAVEREFER TO SHEET TS10GRAPHIC SCALESCALE IN FEET60 120 180HGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFC0.01(R)REMOVE EXISTING SHRUBSSITE DEMOLITIONPLAN Sawmill Road (CR 70) (Width Varies)XXXXXXXXXXXXXXXXXXXXXXX X X X XP/L P / L P / L P/L P/L P/L P/L P/LP/LP/LP/L P/LP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LLA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W XXXXXXMBR/WR/WR/WBoard of Township Trustees ofPerry Township, Franklin County, Ohio0.309 Acres Per DB 3549, PG 352Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 22:Easement for to The Ohio BellTelephone CompanyPer OR 15343, PG A01Item 16:Easement for to Columbus andSouthern Ohio Electric CompanyPer DB 1438, PG 203End ofLimitedAccessRight of WayRemainder of Tract 3Apparent Encroachment 1:4' Wire FenceApprox. 2.0' into subject propertyApparent Encroachment 2:Gravel/Wood/Asphalt StockpilesApprox. 120' into subject propertyApparent Encroachment 5:Asphalt Parking Lot - Including bumperblocks landscaping, and curb linesApprox. 17' into Ingress/Egress EasementApparent Encroachment 4:Large Compost DumpstersApprox. 20' into subject property12-Inch WaterlineLot 11Lot 12 Lot 11Lot 12984.62' (M) 985.63' (D)LA R/WApparent Encroachment 1a:4' Wire FenceApprox. 20' into subject propertyApparent Encroachment 3:Gravel Parking/ Staging AreaApprox. 118' into subject propertyItem 24:Easement to City of DublinPer Inst. 201312170206131Item 25:0.265 Acre Ingress/Egress EasementPer Inst. 199904160095183Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 26412345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016116216316416516616716816917017117317417517617717817918018118218318418518618718818919019119319419819920020120220321521621721821922022122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133233333433533633733833934034134234334434534634734834935035135235335435535635735835936036136236436336536636736836937037137237337437537637737837938038138238338438538638738838939039139239312" - Dead12" - Dead15" - Dead30"12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"XXXXCenterline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)39+41.4940+0041+0042+0042+27.5243+0044+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+0053+0054+0055+0055+52.19207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00 219+99.99220+00 220+71.57ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMT Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravelApparent Encroachment 6:Asphalt Parking Lot - Including sign,mailbox, landscaping, and curb linesApprox. 12' into Ingress/Egress AgreementEX. SHAREDUSE PATHEX. SHAREDUSE PATHESMT ESMT ESMT ESMT ESMT ESMT ESMT XX XHOSPITAL AND MEDICAL OFFICE BUILDINGMEDICAL OFFICE BUILDINGPR. RETENTIONPOND 7EXTENDED DRYDETENTION BASIN 8PR. EXTENDEDDRYDETENTION 4PR. RETENTIONPOND 3PR. RETENTIONPOND 2PR. RETENTIONPOND 1PR. EXTENDEDDRYDETENTIONBASIN 5PR. EXTENDED DRYDETENTION BASIN 6PR. EXTENDED DRYDETENTION BASIN 9BUILDING AND PAVEMENT SETBACK50'-0"BUILDING AND PAVEMENT SETBACK50'-0"BUILDING SETBACK50'-0"BUILDING SETBACK50'-0"BUILDING SETBACK50'-0"LOADING DOCKSITE WALLSITE WALLHELISTOPBUILDING / PAVEMENTSETBACK15'-0"PAVEMENT SETBACK50'-0"PAVEMENTSETBACK15'-0"PAVEMENTSETBACK15'-0"PAVEMENTSETBACK15'-0"PAVEMENT SETBACK 15'PR. SIGNPR. SIGNAMBULANCEDROP OFFLANEDROP OFF LANEMOB DELIVERYLANEPR. DUMPSTERBUILDING SETBACK100'-0"PAVEMENTSETBACK50'-0"BUILDINGSETBACK100'-0"GATEPR. SIGNSawmill Road (CR 70) (Width Varies)PR. SIGNBUILDING SETBACK50'BUILDING SETBACK50'-0"BUILDING SETBACK50'-0"GATE FORHELISTOPACTIVITYGATE FORHELISTOPACTIVITYEmerald Parkway (100' Wide)Bright Road (Width Varies)Sawmill Road to I-270 West RampEmerald Parkway (100' Wide)FCGS 6656BM #3MAGS #8BM #2IPINS #6IPINS #4IPINS #3IPINS #2FCGS 7775IPIN #1BM #1IPIN #7MFCGS 7739MMAGS #5IPINS #9M1. PROVIDE STRIPING AND SYMBOLS AS SHOWN PER ODOT ITEM 640 AND 641. STRIPING PAINT SHALL BE ODOTITEM 740.02 TYPE 4 WITHOUT GLASS BEADS. TYPICAL LINE WIDTH SHALL BE 4 INCHES, COLOR WHITE.2. STANDARD PARKING STALL DIMENSIONS ARE 9'-0" IN WIDTH BY 19'-0" IN LENGTH UNLESS OTHERWISE NOTED.3. SAWCUT FULL DEPTH SIDEWALK AND PAVEMENT WHERE NEW WORK ABUTS EXISTING CONSTRUCTION. TAKECARE TO PROVIDE NEAT STRAIGHT LINES. PROVIDE PAVEMENT SEALANT AT JOINT BETWEEN EXISTING ANDNEW ASPHALT. REMOVE CONCRETE TO NEAREST JOINT. PROVIDE 12" PREFORMED EXPANSION JOINT FILLERBETWEEN NEW AND EXISTING CONSTRUCTION.4. ANY PROPERTY PINS DAMAGED AS PART OF CONSTRUCTION SHALL BE RESET BY AN OHIO REGISTEREDSURVEYOR.5. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT BUILDINGS AT ALL TIMES DURINGCONSTRUCTION.6. PROVIDE CONTROL JOINTS . PROVIDE ISOLATION JOINTS WHERE NEW CONCRETE ABUTS EXISTINGSTRUCTURES.7. DIMENSIONS ARE SHOWN TO FACE OF CURB.8. REFER TO LANDSCAPE SHEETS FOR PROPOSED TREES AND PLANTINGS FOR LANDSCAPE SCREENING.GENERAL NOTES:HGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTSTAKING LEGENDEXISTINGPROPOSEDREFER TO SHEETTS1.00CONCRETE PADCONCRETE SIDEWALKBRICK PAVERSTRAIGHT CURBPAVEMENTWALK0GRAPHIC SCALESCALE IN FEET60 120 180C1.00FULL SITESTAKING PLANBUILDING/WALLBUILDING CANOPYASPHAULT SHAREDUSE PATHSETBACK XXXXXXXXXXXXXXXXP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LTract 4 - 2.000 Acres (D)LA R/WLA R/WItem 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Item 23:Easement for Utilitiesto City of DublinPer Inst. 2013121702061295/8" Iron Pin FoundS 03°08'31" W 0.93'Point of BeginningTract 2Lot 11 Lot 12 3533543553563573583593603613623643633653663673683693702"2"2"2"2"2"206+00 207+00 208+00 209+00Emerald Parkway (100' Wide)(Inst. 201012290177929) ESMT ESMT ESMT ESMTIPINS #4MEDICAL OFFICE BUILDINGEXTENDED DRYDETENTION BASIN 8PR. RETENTIONPOND 1BUILDING AND PAVEMENT SETBACK 50'-0" 24 ' - 0 "24' -0" 28 ' - 0 " 28'-0"6'-0"2 2 ' - 0 " 2 2 ' - 0 "22'-0"PAVEMENTSETBACK15'-0"PAVEMENTSETBACK15'8'-0"1 5 ' - 6 "14'-0"9'-0"(TYP.)9'-0"23'-3"21'-0"8'-0"8'-0"55'-8"22'-8 "24'-0"DROP OFF LANEMOB DELIVERYLANE1 5 ' - 2 "22'-0"2 2 ' - 0 "7'-0"7'-6"1 4 ' - 0 "14' -0 "PR. SIGN9'-0"(TYP.)22'-0"BUILDINGSETBACK50'BUILDINGSETBACK50'-0"AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLAN0GRAPHIC SCALESCALE IN FEET30 60 90 Match Line See Sheet C2.02 MATCH LINE SEE SHEET C2.040GRAPHIC SCALESCALE IN FEET30 60 90C1.01STAKING PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF1. PROVIDE STRIPING AND SYMBOLS AS SHOWN PER ODOT ITEM 640 AND 641. STRIPING PAINT SHALL BE ODOTITEM 740.02 TYPE 4 WITHOUT GLASS BEADS. TYPICAL LINE WIDTH SHALL BE 4 INCHES, COLOR WHITE.2. STANDARD PARKING STALL DIMENSIONS ARE 9'-0" IN WIDTH BY 19'-0" IN LENGTH UNLESS OTHERWISE NOTED.3. SAWCUT FULL DEPTH SIDEWALK AND PAVEMENT WHERE NEW WORK ABUTS EXISTING CONSTRUCTION. TAKECARE TO PROVIDE NEAT STRAIGHT LINES. PROVIDE PAVEMENT SEALANT AT JOINT BETWEEN EXISTING ANDNEW ASPHALT. REMOVE CONCRETE TO NEAREST JOINT. PROVIDE 12" PREFORMED EXPANSION JOINT FILLERBETWEEN NEW AND EXISTING CONSTRUCTION.4. ANY PROPERTY PINS DAMAGED AS PART OF CONSTRUCTION SHALL BE RESET BY AN OHIO REGISTEREDSURVEYOR.5. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT BUILDINGS AT ALL TIMES DURINGCONSTRUCTION.6. PROVIDE CONTROL JOINTS . PROVIDE ISOLATION JOINTS WHERE NEW CONCRETE ABUTS EXISTINGSTRUCTURES.7. DIMESIONS ARE SHOWN TO FACE OF CURB.8. REFER TO LANDSCAPE SHEETS FOR PROPOSED TREES AND PLANTINGS FOR LANDSCAPE SCREENING.HEAVY DUTY ASPHALTLIGHT DUTY ASPHALTSTAKING LEGENDEXISTINGPROPOSEDREFER TO SHEET TS1.00CONCRETE PADCONCRETE SIDEWALKBRICK PAVERSTRAIGHT CURBPAVEMENTWALKPAVEMENT MARKINGHCRIGHT-OF-WAYBUILDING/WALLPAINTED WHEELCHAIR SYMBOLHANDICAPPED PARKING SIGNR/WGENERAL NOTES:BUILDING CANOPYASPHAULT SHAREDUSE PATHSETBACK Sawmill Road (CR 70) (Width Varies)XXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XP/LP/L P / L P / L P/ L P / L P/LP/LP/L P/L P/LP/LP/LP/LLA R/WLA R /W L A R /WLA R/WApparent Encroachment 1:4' Wire FenceApprox. 2.0' into subject propertyIPINS #3IPINS #23/4" Iron Pipe FoundIron Pipe Capped'Bird & Bull, Inc.' FoundApparent Encroachment 1a:4' Wire FenceApprox. 20' into subject property371372373374375376377378379380381382383384385Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampCenterline of Construction (FRA-270-10.33N) X X XXX XXHOSPITAL AND MEDICAL OFFICE BUILDINGPR. EXTENDED DRYDETENTION BASIN 6BUILDING ANDPAVEMENT SETBACK50'-0"LOADING DOCKSITE WALLSITE WALLHELISTOP9'-6"33'-0"11'-11"5'-0"44'- 0 " 80'- 0 "44'-0"80'-0"AMBULANCE DROPOFF LANEPR. DUMPSTER14'-0"BUILDING SETBACK100'-0"22'-0"2 2 ' - 0 " 2 2 ' - 0 "9'-0"(TYP.)22'-0"24'-0"28'-0"22'-0"22'-0"24'-1"9'-0"(TYP.)8'-0"48'-0"11'-0"2 2 ' - 0 " 2 2 ' - 0 "GATE67'-7"2 2 ' - 0 "24'-0" Sawmill Road (CR 70) (Width Varies)28'-0"2 2 ' - 0 "13'-0"12'-0"9'-0"GATE FOR HELISTOP ACTIVITYGATE FOR HELISTOP ACTIVITY(GATE WILL ONLY CLOSE WHENHELISTOP IS IN USE)(GATE WILL ONLY CLOSE WHENHELISTOP IS IN USE)AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANMATCH LINE SEE SHEET C2.01 MATCH LINE SEE SHEET C2.03C1.02STAKING PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET30 60 900GRAPHIC SCALESCALE IN FEET30 60 901. PROVIDE STRIPING AND SYMBOLS AS SHOWN PER ODOT ITEM 640 AND 641. STRIPING PAINT SHALL BE ODOTITEM 740.02 TYPE 4 WITHOUT GLASS BEADS. TYPICAL LINE WIDTH SHALL BE 4 INCHES, COLOR WHITE.2. STANDARD PARKING STALL DIMENSIONS ARE 9'-0" IN WIDTH BY 19'-0" IN LENGTH UNLESS OTHERWISE NOTED.3. SAWCUT FULL DEPTH SIDEWALK AND PAVEMENT WHERE NEW WORK ABUTS EXISTING CONSTRUCTION. TAKECARE TO PROVIDE NEAT STRAIGHT LINES. PROVIDE PAVEMENT SEALANT AT JOINT BETWEEN EXISTING ANDNEW ASPHALT. REMOVE CONCRETE TO NEAREST JOINT. PROVIDE 12" PREFORMED EXPANSION JOINT FILLERBETWEEN NEW AND EXISTING CONSTRUCTION.4. ANY PROPERTY PINS DAMAGED AS PART OF CONSTRUCTION SHALL BE RESET BY AN OHIO REGISTEREDSURVEYOR.5. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT BUILDINGS AT ALL TIMES DURINGCONSTRUCTION.6. PROVIDE CONTROL JOINTS . PROVIDE ISOLATION JOINTS WHERE NEW CONCRETE ABUTS EXISTINGSTRUCTURES.7. DIMENSIONS ARE SHOWN TO FACE OF CURB.8. REFER TO LANDSCAPE SHEETS FOR PROPOSED TREES AND PLANTINGS FOR LANDSCAPE SCREENING.HEAVY DUTY ASPHALTLIGHT DUTY ASPHALTSTAKING LEGENDEXISTINGPROPOSEDREFER TO SHEET TS1.00CONCRETE PADCONCRETE SIDEWALKBRICK PAVERSTRAIGHT CURBPAVEMENTWALKPAVEMENT MARKINGHCRIGHT-OF-WAYBUILDING/WALLPAINTED WHEELCHAIR SYMBOLHANDICAPPED PARKING SIGNR/WGENERAL NOTES:BUILDING CANOPYASPHAULT SHAREDUSE PATHSETBACK X X X X X P/L P/L P/L P/LP/LP/LP/LP/LP/LP/L P/L P/LP/LP/L P/L P/LP/LP/LP/LP/LLA R/W R/W R/W R/W XXXMBX Board of Township Trustees ofPerry Township, Franklin County, Ohio0.309 Acres Per DB 3549, PG 352End ofLimitedAccessRight of WayApparent Encroachment 2:Gravel/Wood/Asphalt StockpilesApprox. 120' into subject propertyApparent Encroachment 5:Asphalt Parking Lot - Including bumperblocks landscaping, and curb linesApprox. 17' into Ingress/Egress EasementApparent Encroachment 4:Large Compost DumpstersApprox. 20' into subject propertyFCGS 77753/4" Iron Pipe FoundN 02°48'12" W, 0.27'Iron Pipe Capped'Bird & Bull, Inc.' FoundS 03°09'10" E, 0.48'Iron Pipe Capped'Bird & Bull, Inc.' Found3/4" Iron Pipe FoundIPIN #1BM #1IPIN #7Apparent Encroachment 3:Gravel Parking/ Staging AreaApprox. 118' into subject property3/4" Iron Pipe FoundIron Pipe Capped'Bird & Bull, Inc.' FoundItem 25:0.265 Acre Ingress/Egress EasementPer Inst. 19990416009518312345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016216417133333438638738838939039139239312" - Dead12" - Dead15" - Dead12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"XXXESMTESMTX Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravelApparent Encroachment 6:Asphalt Parking Lot - Including sign,mailbox, landscaping, and curb linesApprox. 12' into Ingress/Egress AgreementPROPERTY LINE PROPERTY LINE PR. RETENTIONPOND 7PR. EXTENDEDDRY DETENTIONBASIN 5BUILDING SETBACK50'-0"BUILDING SETBACK 50'-0" 24'-0"8'-0"8'-0"PAVEMENTSETBACK15'-0"22'-0"23'-0"38'-4"40'-8"PAVEMENTSETBACK50'-0"1 1 ' - 0 "22'-0"22'-0"7'-10"2 2 ' - 0 "9'-0"(TYP.)37'-0"14'-0"14'-0"13'-11"9'-1"10'-6"9'-0"(TYP.)1 3 ' - 2 "24'-0"BUILDING SETBACK50'-0"24'-0"2 4 ' - 0 "8'-0"HOSPITAL AND MEDICAL OFFICE BUILDINGBUILDING / PAVEMENTSETBACK15'-0"Sawmill Road (CR 70) (Width Varies)AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANMatch Line See Sheet C2.02MATCH LINE SEE SHEET C2.04 C1.03STAKING PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET30 60 900GRAPHIC SCALESCALE IN FEET30 60 901. PROVIDE STRIPING AND SYMBOLS AS SHOWN PER ODOT ITEM 640 AND 641. STRIPING PAINT SHALL BE ODOTITEM 740.02 TYPE 4 WITHOUT GLASS BEADS. TYPICAL LINE WIDTH SHALL BE 4 INCHES, COLOR WHITE.2. STANDARD PARKING STALL DIMENSIONS ARE 9'-0" IN WIDTH BY 19'-0" IN LENGTH UNLESS OTHERWISE NOTED.3. SAWCUT FULL DEPTH SIDEWALK AND PAVEMENT WHERE NEW WORK ABUTS EXISTING CONSTRUCTION. TAKECARE TO PROVIDE NEAT STRAIGHT LINES. PROVIDE PAVEMENT SEALANT AT JOINT BETWEEN EXISTING ANDNEW ASPHALT. REMOVE CONCRETE TO NEAREST JOINT. PROVIDE 12" PREFORMED EXPANSION JOINT FILLERBETWEEN NEW AND EXISTING CONSTRUCTION.4. ANY PROPERTY PINS DAMAGED AS PART OF CONSTRUCTION SHALL BE RESET BY AN OHIO REGISTEREDSURVEYOR.5. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT BUILDINGS AT ALL TIMES DURINGCONSTRUCTION.6. PROVIDE CONTROL JOINTS . PROVIDE ISOLATION JOINTS WHERE NEW CONCRETE ABUTS EXISTINGSTRUCTURES.7. DIMENSIONS ARE SHOWN TO FACE OF CURB.8. REFER TO LANDSCAPE SHEETS FOR PROPOSED TREES AND PLANTINGS FOR LANDSCAPE SCREENING.HEAVY DUTY ASPHALTLIGHT DUTY ASPHALTSTAKING LEGENDEXISTINGPROPOSEDREFER TO SHEET TS1.00CONCRETE PADCONCRETE SIDEWALKBRICK PAVERSTRAIGHT CURBPAVEMENTWALKPAVEMENT MARKINGHCRIGHT-OF-WAYBUILDING/WALLPAINTED WHEELCHAIR SYMBOLHANDICAPPED PARKING SIGNR/WGENERAL NOTES:BUILDING CANOPYASPHAULT SHAREDUSE PATHSETBACK P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LTract 2 - 29.178 Acres (D)XXXXXXXXXXRemainder of Tract 3BM #2IPINS #63/4" Iron Pipe Found5/8" Iron Pipe FoundIron Pin Capped 'LeRoy 7664,Burgess & Niple' FoundMag Spike FoundPoint of Beginning1.126 Ac. ExceptionTract 4Lot 11 Lot 12 984.62' (M) 985.63' (D)Item 24:Easement to City of DublinPer Inst. 201312170206131MAGS #5Evidence of Deteriorating Wire FenceItem 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 2643353363373383393403413423433443453463473483493503513522"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"210+00 21 1 + 0 0 21 2 + 0 0 213 + 0 0 214+ 0 0 215+0 0 216+00 217+00 ESMT ESMT ESMT ESMT ESMT ESMT E S M T ES M T ES M T E m e r a l d P a r k w a y ( 1 0 0 ' W i d e ) (In s t . 2 0 1 0 1 2 2 9 0 1 7 7 9 2 9 )EX. SHAREDUSE PATHEX. SHAREDUSE PATHESMT ESMT ESMT ESMT ESMT ESMT PR. EXTENDED DRYDETENTION 4PR. RETENTIONPOND 3PR. RETENTIONPOND 2PR. SIGNPAVEMENT SETBACK50'-0"24'-0"24' - 0 "8'-0"2 4 ' - 0 " 8'-0"8'-0"20'-0"7'-8"72'-2"13' -0"10' -0 "PR. SIGNPR. SIGN6'-11"BUILDING SETBACK100'-0"14'-0"22'-0"9'-0"(TYP.)22'-0" 22'-0" 22'-0"8'-0"8'-8"36'-0"AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANMatch Line See Sheet C2.01Match Line See Sheet C2.03 C1.04STAKING PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET30 60 900GRAPHIC SCALESCALE IN FEET30 60 901. PROVIDE STRIPING AND SYMBOLS AS SHOWN PER ODOT ITEM 640 AND 641. STRIPING PAINT SHALL BE ODOTITEM 740.02 TYPE 4 WITHOUT GLASS BEADS. TYPICAL LINE WIDTH SHALL BE 4 INCHES, COLOR WHITE.2. STANDARD PARKING STALL DIMENSIONS ARE 9'-0" IN WIDTH BY 19'-0" IN LENGTH UNLESS OTHERWISE NOTED.3. SAWCUT FULL DEPTH SIDEWALK AND PAVEMENT WHERE NEW WORK ABUTS EXISTING CONSTRUCTION. TAKECARE TO PROVIDE NEAT STRAIGHT LINES. PROVIDE PAVEMENT SEALANT AT JOINT BETWEEN EXISTING ANDNEW ASPHALT. REMOVE CONCRETE TO NEAREST JOINT. PROVIDE 12" PREFORMED EXPANSION JOINT FILLERBETWEEN NEW AND EXISTING CONSTRUCTION.4. ANY PROPERTY PINS DAMAGED AS PART OF CONSTRUCTION SHALL BE RESET BY AN OHIO REGISTEREDSURVEYOR.5. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT BUILDINGS AT ALL TIMES DURINGCONSTRUCTION.6. PROVIDE CONTROL JOINTS . PROVIDE ISOLATION JOINTS WHERE NEW CONCRETE ABUTS EXISTINGSTRUCTURES.7. DIMENSIONS ARE SHOWN TO FACE OF CURB.8. REFER TO LANDSCAPE SHEETS FOR PROPOSED TREES AND PLANTINGS FOR LANDSCAPE SCREENING.HEAVY DUTY ASPHALTLIGHT DUTY ASPHALTSTAKING LEGENDEXISTINGPROPOSEDREFER TO SHEET TS1.00CONCRETE PADCONCRETE SIDEWALKBRICK PAVERSTRAIGHT CURBPAVEMENTWALKPAVEMENT MARKINGHCRIGHT-OF-WAYBUILDING/WALLPAINTED WHEELCHAIR SYMBOLHANDICAPPED PARKING SIGNR/WGENERAL NOTES:BUILDING CANOPYASPHAULT SHAREDUSE PATHSETBACK AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LTract 1 - 3.978 Acres (D)R/WR/WR/WR/WR/WR/WR/WItem 22:Easement for to The Ohio BellTelephone CompanyPer OR 15343, PG A01Item 16:Easement for to Columbus andSouthern Ohio Electric CompanyPer DB 1438, PG 203Apparent Encroachment 7:12-Inch WaterlineFCGS 6656BM #3Mag Nail FoundIron Pipe FoundCapped 'Bird & Bull, Inc.'at 30.62'1/2" Iron Pipe Foundat 268.61'Point of Commencement35.053 AcresPoint of BeginningNew Survey - 32.053 Ac.5/8" Iron PinFoundProposed Right of Wayper Waterline Improvement19-023-CIP*No evidence of transferbeing executed*Δ = 2°01'38"R = 1470.00'AL = 52.01'(M) 52.00'(D)CL = 52.01'(M) 52.00'(D)CB = N 79°44'38" EMPoint of BeginningTract 1 & 0.038 Ac.ExceptionIron Pin Capped 'LeRoy 7664,Burgess & Niple' Found17317417517617717817918018118218318418518618718818919819920020120220322122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133230"XXXXXX45+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+00ESMT IPINS #9PROPERTY LINE PROPERTY LINE R/WR/WPR. EXTENDEDDRY DETENTIONBASIN 9BUILDINGSETBACK50'-0"BUILDING / PAVEMENTSETBACK15'-0"PAVEMENTSETBACK15'-0"8'-0"PR. SIGN36'-0"24'-0"Bright Road (Width Varies)C1.05STAKING PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFMatch Line See Sheet C2.050GRAPHIC SCALESCALE IN FEET30 60 900GRAPHIC SCALESCALE IN FEET30 60 901. PROVIDE STRIPING AND SYMBOLS AS SHOWN PER ODOT ITEM 640 AND 641. STRIPING PAINT SHALL BE ODOTITEM 740.02 TYPE 4 WITHOUT GLASS BEADS. TYPICAL LINE WIDTH SHALL BE 4 INCHES, COLOR WHITE.2. STANDARD PARKING STALL DIMENSIONS ARE 9'-0" IN WIDTH BY 19'-0" IN LENGTH UNLESS OTHERWISE NOTED.3. SAWCUT FULL DEPTH SIDEWALK AND PAVEMENT WHERE NEW WORK ABUTS EXISTING CONSTRUCTION. TAKECARE TO PROVIDE NEAT STRAIGHT LINES. PROVIDE PAVEMENT SEALANT AT JOINT BETWEEN EXISTING ANDNEW ASPHALT. REMOVE CONCRETE TO NEAREST JOINT. PROVIDE 12" PREFORMED EXPANSION JOINT FILLERBETWEEN NEW AND EXISTING CONSTRUCTION.4. ANY PROPERTY PINS DAMAGED AS PART OF CONSTRUCTION SHALL BE RESET BY AN OHIO REGISTEREDSURVEYOR.5. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT BUILDINGS AT ALL TIMES DURINGCONSTRUCTION.6. PROVIDE CONTROL JOINTS . PROVIDE ISOLATION JOINTS WHERE NEW CONCRETE ABUTS EXISTINGSTRUCTURES.7. DIMENSIONS ARE SHOWN TO FACE OF CURB.8. REFER TO LANDSCAPE SHEETS FOR PROPOSED TREES AND PLANTINGS FOR LANDSCAPE SCREENING.HEAVY DUTY ASPHALTLIGHT DUTY ASPHALTSTAKING LEGENDEXISTINGPROPOSEDREFER TO SHEET TS1.00CONCRETE PADCONCRETE SIDEWALKBRICK PAVERSTRAIGHT CURBPAVEMENTWALKPAVEMENT MARKINGHCRIGHT-OF-WAYBUILDING/WALLPAINTED WHEELCHAIR SYMBOLHANDICAPPED PARKING SIGNR/WGENERAL NOTES:1. ACCESS TO EASEMENT WITH NO DEFINITIVE BOUNDARY.CODED NOTES:X1BUILDING CANOPYASPHAULT SHAREDUSE PATHSETBACK C1.06STAKING DETAILSHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFODOT ITEM 441 ASPHALTCONCRETE SURFACE COURSE, TYPE I,MEDIUM TRAFFIC, PG 64-22ODOT ITEM 441 ASPHALT CONCRETEINTERMEDIATE COURSE, TYPE 2, MEDIUMTRAFFIC, PG 64-22TACK COAT, ODOT ITEM 407 APPLIED AT ARATE OF 0.10 GAL PER SQ. YD.ODOT ITEM 304 AGGREGATE BASECOMPACTED SUBGRADE, ODOT ITEM 204ODOT ITEM 301 ASPHALT CONCRETE BASE,PG 64-22DETAILN.T.S.BLIGHT DUTY ASPHALT PAVEMENTODOT ITEM 441 ASPHALT CONCRETESURFACE COURSE, TYPE I,MEDIUM TRAFFIC (448), PG 64-22ODOT ITEM 441 ASPHALT CONCRETEINTERMEDIATE COURSE, TYPE 2, MEDIUMTRAFFIC, PG 64-22ODOT ITEM 301 ASPHALTCONCRETE BASE, PG 64-22TACK COAT, ODOT ITEM 407 APPLIED AT ARATE OF 0.10 GAL PER SQ. YD.NOTES:1. COMPOSE HOT MIX ASPHALT MIXTURE WITH AGGREGATE AND ASPHALT BINDER MEETING ODOT REQUIREMENTS.2. SUBMIT AN APPROVED JOB MIX FORMULA INCLUDING MIX TYPE PROPOSED FOR USE, AGGREGATESOURCE, TYPE, AND GRADATION, PERCENT OF ASPHALT BINDER, AND UNIT WEIGHT OF THE MIXTURE.3. CONTRACT AN INDEPENDENT TESTING AGENCY TO PROVIDE TESTING AND WRITTEN APPROVAL OFTHE FORMULA. THE AGENCY PERFORMING THE TESTING MUST BE LEVEL III BITUMINOUS CONCRETEAPPROVED BY ODOT.4. PROVIDE QUALITY ASSURANCE TESTING IN ACCORDANCE WITH ODOT ITEM 448 AND SUPPLEMENTALSPECIFICATION 1055, THE AGENCY PERFORMING THE TESTING MUST HAVE A CURRENT LEVEL IBITUMINOUS CONCRETE APPROVAL FROM ODOT.5. PROVIDE COMPACTION RANGING FROM 90 TO 97.9% OF THE AVERAGE MAXIMUM SPECIFIC GRAVITYFOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACEMATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITYASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER.ODOT ITEM 304 AGGREGATE BASECOMPACTED SUBGRADE, ODOT ITEM204DETAILHEAVY DUTY ASPHALT PAVEMENTN.T.S.ANOTES:1. COMPOSE HOT MIX ASPHALT MIXTURE WITH AGGREGATE AND ASPHALT BINDER MEETING ODOT REQUIREMENTS.2. SUBMIT AN APPROVED JOB MIX FORMULA INCLUDING MIX TYPE PROPOSED FOR USE, AGGREGATESOURCE, TYPE, AND GRADATION, PERCENT OF ASPHALT BINDER, AND UNIT WEIGHT OF THE MIXTURE.3. CONTRACT AN INDEPENDENT TESTING AGENCY TO PROVIDE TESTING AND WRITTEN APPROVAL OFTHE FORMULA. THE AGENCY PERFORMING THE TESTING MUST BE LEVEL III BITUMINOUSCONCRETE APPROVED BY ODOT.4. PROVIDE QUALITY ASSURANCE TESTING IN ACCORDANCE WITH ODOT ITEM 441 ANDSUPPLEMENTAL SPECIFICATION 1055, THE AGENCY PERFORMING THE TESTING MUST HAVE ACURRENT LEVEL I BITUMINOUS CONCRETE APPROVAL FROM ODOT.5. PROVIDE COMPACTION RANGING FROM 90 TO 97.9% OF THE AVERAGE MAXIMUM SPECIFICGRAVITY FOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE ANDREPLACE MATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT ANDQUALITY ASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER.NOTES:1. PROVIDE WHEN SPECIFICALLY SHOWN ON THE DRAWINGS OR WHEN PLACING CONCRETE DURING TEMPERATURES LESS THAN 40°F. REFER TO SPECIFICATION SECTION 32 13 00 FORLOCATION.2. SEAL JOINT WITH JOINT SEALANT, SEE SPECIFICATION SECTION 32 13 00.3. SUBMIT SAMPLE FOR COLOR APPROVAL. PRE-FORMED JOINT FILLER - NON-IMPREGNATEDTYPE, CLOSED CELL RESILIENT POLYETHYLENE FOAM, 1/2" THICK UNLESS OTHERWISE NOTED,CERAMAR FLEXIBLE FOAM EXPANSION JOINT BY W.R. MEADOWS OR EQUAL MEETING THEREQUIREMENTS OF ASTM D 1752 SECTIONS 5.1 THROUGH 5.4. REFER TO SPECIFICATIONSECTION 32 13 00.JOINT SEALANTTOOLED EDGE1/2" WIDE PRE-FORMED JOINT FILLER.PROVIDE 3/ 8" REMOVABLE JOINT CAPPER SPECIFICATION SECTION32 13 00CONCRETE SLABAGGREGATE BASECOMPACTED SUBGRADEDETAILCONCRETE EXPANSION JOINTN.T.S.DNOTES:1. PLACE ISOLATION JOINTS WHERE NEW CONCRETE SLAB ABUTS STRUCTURES ORFIXED OBJECTS INCLUDING: BUILDINGS, WALLS, COLUMNS, POLE BASES, CURBS,CATCH BASINS, EXISTING CONCRETE, OR AS NOTED ON THE STAKING PLAN.2. PROVIDE AT FORMED EDGE OF PREVIOUSLY POURED SLABS. SEAL JOINT WITH JOINTSEALANT, SEE SPECIFICATION SECTION 32 13 00.3. SUBMIT SAMPLE FOR COLOR APPROVAL. PRE-FORMED JOINT FILLER -NON-IMPREGNATED TYPE, CLOSED CELL RESILIENT POLYETHYLENE FOAM, 1/2" THICKUNLESS OTHERWISE NOTED, CERAMAR FLEXIBLE FOAM EXPANSION JOINT BY W.R.MEADOWS OR EQUAL MEETING THE REQUIREMENTS OF ASTM D 1752 SECTIONS 5.1THROUGH 5.4. REFER TO SPECIFICATION SECTION 32 13 00.STRUCTURE OR FIXED OBJECT.JOINT SEALANTTOOLED EDGE1/2" WIDE PRE-FORMED JOINT FILLER.PROVIDE 3/ 8" REMOVABLE JOINT CAPPER SPECIFICATION SECTION 32 13 00.CONCRETE SLABAGGREGATE BASECOMPACTED SUBGRADEDETAILCONCRETE ISOLATION JOINTN.T.S.ED D/4 MINIMUM DEPTH1/8" WIDECONCRETE SLABAGGREGATE BASECOMPACTED SUBGRADENOTES:1. PLACE CONTROL JOINTS WITHIN 8 HOURS OF CONCRETE PLACEMENT AND ATLOCATIONS INDICATED ON THE STAKING PLAN. IF JOINTS ARE NOT SHOWN ONSTAKING PLAN, PROVIDE AT LOCATIONS INDICATED BELOW:A. SPACING (IN FEET) SHALL BE BETWEEN 2 TO 2-1/ 2 TIMES SLAB THICKNESS (IN INCHES IN BOTH DIRECTIONS (I.E. 4" SLAB SHALL HAVE JOINT SPACING OF 8-10 FEET).B. GRID OF CONTROL JOINTS SHALL BE APPROXIMATELY SQUARE WITH LONGEST SIDE TO BE NOT LONGER THAN 1.5 TIMES THE SHORTEST SIDE (I.E. 4 FOOT WIDE WALK SHALL HAVE JOINT SPACING AT 4-6 FEET).DETAILSAW CUT CONCRETE CONTROL JOINT-LONGITUDINAL OR TRANSVERSEN.T.S.FEDGE OF PARKING LOT8'-0" LONG CONC.BUMPERASPHALT PAVEMENT2-5/8" DIA. X 16" LONGIRON PINS PER BLOCK2'-0"10"6"DETAILBUMPER BLOCKN.T.S.C3'-0" (MIN.)5'-0" (MIN.)12"1'-0"VISITORPARKING45MINUTELIMITSIGNFACEDETAILPARKING SIGNSN.T.S.GODOT ITEM 499 CONCRETECLASS QC1ISOLATION JOINT WHEN PLACEDADJACENT TO CONCRETEPAVEMENT OR WALKCONCRETE OR ASPHALTPAVEMENT SECTIONCONCRETEFOOTER,SLOPE TO DRAINSQUAREALUMINUM TUBEPOST, 2"X2", 0.063THICKPARKINGRESERVEDVANACCESSIBLE12"18"6"$500 FINEMINIMUM6"IN GRASSIN PAVEMENTNOTES:1. PROVIDE SIGN IN ACCORDANCE WITH ODOT ITEM 630.2. PROVIDE 0.063 THICK, FLAT ALUMINUM SIGN PANELS.3. PROVIDE REFLECTIVE FINISH ON SIGN.4. PROVIDE PERMANENT WEATHERPROOF ALUMINUM CAP ON POST TOP.5. PROVIDE "VAN ACCESSIBLE" SIGN WHERE NOTED ON DRAWINGS.6. ATTACH SIGNS WITH UNISTRUT UNIVERSAL DRIVE RIVET OR APPROVED EQUAL.7. ACCESSIBLE SIGNAGE TO BE AS SHOWN UNLESS OTHERWISE SPECIFIED BY LOCAL CODE.TYPE R-1-30ACCESSIBLE PARKINGSIGN PERODOT STANDARD SIGNR-59A-12VAN ACCESSIBLEPARKING SIGNPERODOT STANDARDSIGN R-59C-12MINIMUM FINEPARKING SIGN PERODOT STANDARDSIGN R-59C-121'-6"ABC8"6"NOTE:1. TOP OF SLAB AT BUILDING SHALL BE 0.1 FEET LOWER THAN BUILDING FINISH FLOOR ELEVATION. 4" *30"*6"2" CLR.24"1" CLR.3" CLR.2% MAX.2% MIN.BUILDING F.F.E.FACE OF BUILDING4000 PSI CONCRETE PERSPECIFICATION SECTION 03 30 00 W/SYN. FIBERREINFORCEMENT.#4 Bar#4 Bar@ 12"4" ODOT ITEM 304COMPACTED SUBGRADEPER SPECIFICATION SECTION*02300* *31 00 00*2 - #4 BARSDETAILFROST SLABN.T.S.FSOLID OR GROUTFILLED BLOCK#4 Bar8"FOR ELEVATIONSEE SITE PLAN2'-0"6"ASPHALT PAVEMENTLIGHT BROOM FINISHCONCRETE SLAB ODOT ITEM 499, CLASS QC2WITH SYNTHETIC FIBER REINFORCEMENTODOT (CMSC) ITEM 304 AGGREGATE BASECOMPACTED SUBGRADE, PERSPECIFICATION SECTION 31 00 00NOTES:1. PROVIDE JOINTS AS INDICATED ON DRAWINGS. IN ABSENCE OF INFORMATION ON THE DRAWINGS,LOCATE AS SPECIFIED IN SECTION 32 13 00.2. PROVIDE CONTROL AND ISOLATION JOINTS PER DETAILS, THIS SHEET.3. SYNTHETIC FIBER REINFORCEMENT: ASTMC1116/C1116M-10A(2015). ACCEPTABLE PRODUCTS ORAPPROVED EQUAL:A. NYCON RC OR PROCON-M POLYPROPYLENE FIBER NYLON FIBERS BY NYCON.B. NYLO-MONO NYLON FIBERS OR MIGHTY-MONO POLYPROPYLENE FIBERS BY FORTAC. FIBERMESH 150 POLYPROPYLENE FIBERS BY PROPEX.D. SINTA F19 OR SINTA M2219 BY GCP APPLIED TECHNOLOGIESE. PSI FIBERSTRAND 150 BY EUCLID.4. SYNTHETIC FIBER REINFORCEMENT SHALL BE USED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS. DOSAGE RATE SHALL BE AS RECOMMENDED BY THEMANUFACTURER, BUT NOT LESS THAN 1 POUND PER CUBIC YARD.5. DISSIPATING CURING COMPOUND: COMPLY WITH ASTM C309-98A, TYPE 1, CLASS B (CLEAR), EXCEPTMOISTURE LOSS NOT TO EXCEED 0.40 KG/SQ M. IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'SVOC REQUIREMENTS. APPLY AT THE MANUFACTURER'S WRITTEN RECOMMENDED APPLICATION RATE.COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLICATION OF PENETRATING SEALER.6. PENETRATING SEALER: ACCEPTABLE PRODUCTS OR APPROVED EQUAL:A. L&M CONSTRUCTION CHEMICALS - AQUAPEL PLUS 40B. PROSOCO - SALTGUARD WBC. HULS AMERICA INC. - CHEM-TRETE BSM 40D. MASTER BUILDERS INC. - MASTERSEAL SL 40E. LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WBF. BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40G. TEX-COTE - RAINSTOPPER RS1407. IF CONCRETE INSTALLED OCTOBER-MARCH, WAIT UNTIL APRIL-SEPTEMBER TO APPLY PENETRATINGSEALER. IF SCHEDULE DOES NOT ALLOW FOR APPLICATION OF SEALER, PROVIDE CREDIT FORNON-PERFORMANCE.DETAILHEAVY DUTY CONCRETE SLABN.T.S.F10" P/L P/LP/LR/WR/WR/W29629729829930030430530645+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+00390'-0"390'-0"BRIGHT ROADP/LP/LP/LP/LP/LP/L3522"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2 0 8 + 0 0 2 0 9 + 0 0 21 0 + 0 0 21 1 + 0 0 21 2 + 0 0 213 + 0 0 214+ 0 0 215+0 0 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00EX. SHAREDUSE PATHEX. SHAREDUSE PATH50 0 ' - 0 " 500'-0" E M E R A L D P A R K W A Y P/LP/LP/LP/LP/LP/LP/LP/LBM #2MAGS #53603613622"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"EX. SHAREDUSE PATHEX. SHAREDUSE PATHIPINS #4500'-0" 500'-0" 500'-0"500'-0"EMERALD PARKWAY XXX X X X XP/L P/L P/L P/L P/LLA R/W LA R/W R/W R/W R/WMB LA R/W37938038138238910"10"6"Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)ESMTESMTGas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravel555'-0" 555'-0"SAWMILL ROADC1.07STAKING DETAILSHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFSIGHT DISTANCE TRIANGLE - EMERALD PARKWAY ACCESS DRIVESIGHT DISTANCE TRIANGLE - EMERALD PARKWAY MAIN ENTRANCESIGHT DISTANCE TRIANGLE - BRIGHT RD ENTRANCESIGHT DISTANCE TRIANGLE - SAWMILL ROAD STAFF ENTRANCE0GRAPHIC SCALESCALE IN FEET60 120 180 12"W12"W12"W12"W12"WOHEOHEOHEOHEOHEXXXXXXXXXXXXXXXXXXXXXXX X X X X 4"G4"GP/L P / L P / L P/L P/L P/L P/L P/LP/LP/LP/L P/LP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LLA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W XXXXXX8"San8"San18"Stm 18"Stm 12"Stm12"San 12"San 12"San 10"San 10"San 10"San 8"San8"San12"Stm12"Stm18"Stm E OHE12"W12"W 12"W 12"W 12"WEEEE EEEE30"Stm6"W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/WR/WR/WOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEBoard of Township Trustees ofPerry Township, Franklin County, Ohio0.309 Acres Per DB 3549, PG 352Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 22:Easement for to The Ohio BellTelephone CompanyPer OR 15343, PG A01Item 16:Easement for to Columbus andSouthern Ohio Electric CompanyPer DB 1438, PG 203End ofLimitedAccessRight of WayRemainder of Tract 3Apparent Encroachment 1:4' Wire FenceApprox. 2.0' into subject propertyApparent Encroachment 2:Gravel/Wood/Asphalt StockpilesApprox. 120' into subject propertyApparent Encroachment 5:Asphalt Parking Lot - Including bumperblocks landscaping, and curb linesApprox. 17' into Ingress/Egress EasementApparent Encroachment 4:Large Compost DumpstersApprox. 20' into subject property12-Inch WaterlineMag Nail FoundIron Pipe FoundCapped 'Bird & Bull, Inc.'at 30.62'1/2" Iron Pipe Foundat 268.61'3/4" Iron Pipe Found3/4" Iron Pipe FoundN 02°48'12" W, 0.27'3/4" Iron Pipe FoundIron Pipe Capped'Bird & Bull, Inc.' FoundS 03°09'10" E, 0.48'Iron Pipe Capped'Bird & Bull, Inc.' FoundIron Pipe Capped'Bird & Bull, Inc.' Found5/8" Iron Pin FoundS 03°08'31" W 0.93'5/8" Iron Pipe FoundIron Pin Capped 'LeRoy 7664,Burgess & Niple' FoundIron Pin Capped 'LeRoy 7664,Burgess & Niple' FoundMag Spike FoundMag Spike Found3/4" Iron Pipe FoundNew Survey - 32.053 Ac.5/8" Iron PinFoundPoint of CommencementTract 10.038 Ac. ExceptionTract 4Point of BeginningTract 2Point of BeginningTract 3Point of Beginning1.126 Ac. ExceptionTract 4Proposed Right of Wayper Waterline Improvement19-023-CIP*No evidence of transferbeing executed*12"StmΔ = 2°01'38"R = 1470.00'AL = 52.01'(M) 52.00'(D)CL = 52.01'(M) 52.00'(D)CB = N 79°44'38" ELot 11Lot 12 Lot 11Lot 12984.62' (M) 985.63' (D)LA R/WApparent Encroachment 1a:4' Wire FenceApprox. 20' into subject propertyApparent Encroachment 3:Gravel Parking/ Staging AreaApprox. 118' into subject propertyEETTTRTR(rec)(rec)(rec)(rec)(rec)EEE(rec)(rec)10"San30"StmItem 24:Easement to City of DublinPer Inst. 201312170206131Evidence of Deteriorating Wire Fence3/4" Iron Pipe FoundIron Pipe Capped'Bird & Bull, Inc.' FoundItem 25:0.265 Acre Ingress/Egress EasementPer Inst. 199904160095183Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Point of BeginningTract 1 & 0.038 Ac.ExceptionIron Pin Capped 'LeRoy 7664,Burgess & Niple' Found912 91 1 910909909908 9 0 8 907 9 0 7907 90690690 6906906 906 905 90 5905905 90 5 9 0 5 905905905 905905905 9 0 4 9049049049049049049049049 0 4 904904904904 9049 0 4 904 904903 9039039039039039039 0 3 9 0 3903903903 90 3 903 9039039039 0 3 903 903903903903903 903 90290290290290290290 2 902 902 90 2902902902902 9029 0 2 90 2 9029029 0 2 902902 902901 9 0 1 9 0 1 90 1901901901901 901 901 901901901901901 901901901901901 90 0 9 0 0 9 0 0900900900 90 0 900 900 900 90 0 900900900 89 9 8 9 9899899899899 8998 9 9 899 899899 899899898 89889889889889889889889889 8 898 898898897 8 9 7897897897897 897897897 897897896896896896896896896896896896896895 895895895895895895895895895 895894894894 8948 9 4 894894894 894894894894 894893893 8938938 9 3 893893893893893893 893893893893893893893892892 892892892892892892892892892892892892892892891891 891891891 891891891 891 891890890 890890890890890890889889 889889889 889 889888888 88888888888788788788688688588412345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016116216316416516616716816917017117317417517617717817918018118218318418518618718818919019119319419819920020120220321521621721821922022122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133233333433533633733833934034134234334434534634734834935035135235335435535635735835936036136236436336536636736836937037137237337437537637737837938038138238338438538638738838939039139239312" - Dead12" - Dead15" - Dead30"12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"XXXX39+41.4940+0041+0042+0042+27.5243+0044+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+0053+0054+0055+0055+52.19208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00 219+99.99220+00 220+71.57ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMT Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravelApparent Encroachment 6:Asphalt Parking Lot - Including sign,mailbox, landscaping, and curb linesApprox. 12' into Ingress/Egress AgreementESMT ESMT ESMT ESMT ESMT ESMT ESMT12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN8"S A N 8" S A N XX XG6"SAN 6"SAN 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8 "W 8 "W 8 "W 8"W 8 "W 8 "W8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W4"SAN4"SAN15"STM15"STM18"STM18"STM18"STM24"STM24"STM24"STM1 2 "STM 12"STM 18"STM24"STM 15"STM15"STM12"STM12"STM12"STM24"STM24"STM24"STM12"STM 12"STM15"STM 15"STM 12"STM12"STM12"STM18"STM18"STM18"STM18"STM12" S T M12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"WFOBO15"STM12"STM12"STM12"STM12"STM12"STMG12"STM12"STM12"STM12"STM15" S T M 15"STM15"STM15"STM12"ST M 12"ST M 12"STM12"STM12"STM12"STM4"SANCO4"SAN 12"STME E E EEEEE TTST SE E E EEE EEEEE OHEOHEEEEEEEE E EOHEETTTTTTT T TTTTTTT TTTT TTT TTTTTTTTTTTT T T C C C2002012022032042052062071 8 "STM18"STM18"STM18"STM18"STM12"STM24"STM24"STM24"STM12"STM 12"STM 12"STM12"STM18"STM18"STM12"STM15"STM12"STM FFE 906.25896PR. EXTENDED DRYDETENTION BASIN 8PR. EXTENDEDDRYDETENTIONBASIN 4PR. RETENTIONBASIN 3PR. RETENTIONBASIN 1PR. EXTENDED DRYDETENTION BASIN 690 2 90 1 901903903 902 9019049099099 0 3 9 1 0 9 1 0 904904903902893894893 886 895895895 898899 900 901 914 911 899 90 0 901 902 903 906 900 901 90 2 903904906901900899898897 896 895 894 893892897891 903903 902 901 9 0 0 8 9 9 8 9 8 8 9 7 902 902903904 9 0 3 90390290 3 9039039 0 4 9049049 0 49019008998998998 9 9 899900900 9 0 0 900900 90190 1 90190290290 2 903HOSPITAL AND MEDICAL OFFICE BUILDINGMEDICAL OFFICE BUILDING903899896902904904 903889PR. RETENTIONBASIN 2899 9 0 4PR. EXTENDEDDRYDETENTIONBASIN 59049 1 0 908 910903904FFE 898.0090189889890 5 9 0 5 905905PR. EXTENDED DRYDETENTION BASIN 9899 900901902901900899FCGS 6656BM #3BM #2IPINS #6IPINS #4IPINS #3IPINS #2IPIN #1BM #1IPIN #7MAGS #5IPINS #9Bright Road (Width Varies)Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampEmerald Parkway (100' Wide)(Inst. 201012290177929)LEGENDEXISTINGPROPOSEDUNDERGROUND ELECTRIC LINEUNDERGROUND TELEPHONE LINEWATER LINESTORM SEWERSANITARY SEWERFIRE HYDRANTWTESTMSANWREFER TO SHEET TS1.00GAS LINEG800799INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET60 120 180C2.00OVERALLGRADING PLANFLOW DIRECTIONEMERGENCY OVERFLOW PATHOVERHEAD ELECTRIC CABLEOHECATCH BASIN PER DETAILCURB & GUTTER INLETMANHOLE100 YEAR PONDING ELEVATION XXXXXXXXXXXXXXXXP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LLA R/WLA R/W8"San8"San8"San18"Stm 18"Stm12"San 12"San12"W12"W12"WEE E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Item 23:Easement for Utilitiesto City of DublinPer Inst. 2013121702061295/8" Iron Pin FoundS 03°08'31" W 0.93'Point of BeginningTract 212"Stm12"Stm12"StmLot 11 Lot 12 (rec)(rec)887.17889.16886.47888.24891.04888.88889.71891.37892.64889.90886.29887.88887.93888.47888.27888.37890.07889.92889.55891.02889.53889.78888.13892.58903.13901.37898.64896.38895.59895.35895.26895.48896.04894.70896.44895.71897.48899.96896.56899.34896.02898.08900.19901.49900.63900.77901.52901.56899.63899.10899.04897.66897.01896.35895.70902.41902.25903.46902.96903.66902.74903.49897.42898.36899.36901.20902.26894.64893.57894.43893.04891.39891.06890.10889.18887.91890.37890.39891.85893.07895.42897.33898.30899.53901.23901.03899.98898.76897.34896.44894.38892.69892.79894.42895.56896.30897.83898.80900.24899.91897.82896.55895.40894.65893.4890090 0 900 900 8 9 5 895895895890890890890890890890890 8858858858858858858853533543553563573583593603613623643633653663673683693702"2"2"2"2"2"206+00 207+00 208+00 209+00Emerald Parkway (100' Wide)(Inst. 201012290177929) ESMT ESMT ESMT ESMTIPINS #412"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN8"W8"W8"W8"W18"STM24"STM24"STM24"STM24"STM24"STM24"STM24"STM24"STM12"STM12"STM18 " S T M 12 "STM 12"S T M 12"STM 12"STM 18"STM18"STM24 " S T M 24" S T M 15"STM 15"STM 15"STM 15"STM 12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM18"STM18"STM18"STM18"STM15"STM18"STM18"STM18"STM18"STM18"STM12" S T M 12" S T M 18"STM12"STM12"STM12"STM12"STM1 2 " S T M 12"STM12"STM12"STM12"STM8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W18"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM4"S A N 4"S A N 15"STM203204PR. EXTENDED DRYDETENTION BASIN 8PR. RETENTIONBASIN 1903902893900 901 90 2 9039019008998988 9 7 8 9 6 895 894 89 3 89 2 897891903903 902 901 9 0 0 8 9 9 8 9 8 904901901900895896897894 895 8 9 3 8898 9 2 8 9 3 891 897 9039 0 3903 9 0 4904 9029 0 2 9 0 18998998998 9 9 899900900 9 0 0 900900 9019 0 1 90190290290 2 903MEDICAL OFFICE BUILDING8 9 0 893Inv. 18" E 886.71Inv. 18" W 887.14Inv. 18" SE 887.14Inv. 12" S 887.64Inv. 12" N 888.15Inv. 12" S 888.25Inv. 12" N 888.50Inv. 18" NW 890.00Inv. 12" SE 891.50Inv. 12" S 891.50Inv. 12" NW 893.30Inv. 12" E 893.40Inv. 12" NE 893.40Inv. 12" SW 894.50Inv. 12" W 894.50Inv. 12" N 893.50Inv. 24" E 893.00Inv. 24" W 893.05Inv. 24" E 893.15Inv. 12" N 894.05Inv.12" NE 894.80Inv.12" SE 894.70Inv. 12" SW 895.28Inv. 12" NE 895.38Inv. 12" SW 896.92Inv. 24" W 893.40Inv. 24" E 893.50Inv. 24" W 893.90Inv. 12" NW 894.90Inv. 18" NE 894.40Inv. 12" SE 896.00Inv. 18" SW 894.51Inv. 18" NE 894.61Inv. 12" NW 899.00Inv. 18" E 894.81Inv. 18" SW 894.71Inv. 24" NE 887.91Inv. 18" W 891.63Inv. 18" SE 891.73Inv. 18" S 891.73Inv. 18" W 892.09Inv. 18" E 892.19Inv. 18" W 894.70Inv. 15" S 894.95Inv. 12" E 895.20Inv. 15" N 897.69Inv. 12" S 900.00Inv. 18" N 892.33Inv. 15" S 892.58Inv. 15" N 892.82Inv. 15" E 892.92Inv. 15" W 893.15Inv. 12" E 893.40Inv. 12" S 893.40Inv. 12" N 895.37Inv. 12" S 895.47Inv. 12" N 896.00Inv. 12" E 896.10Inv. 12" W 896.608 8 5 8 8 5 8 8 5 885 885888 8 8 8 88890 4 FFE 898.00100 YR = 896.19100 YR = 893.35893.86893.86893.86893.86POND ELEV = 890.004: 1 3: 1 Inv. 12" NW 888.00Inv. 24" SW 890.00Inv. 24" NE 890.10Inv. 24" NE 890.00Inv. 24" SW 890.10Inv. 12" W 895.00895.75898.00898.00899.25898.00898.00898898893892893.35AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLAN0GRAPHIC SCALESCALE IN FEET30 60 90 Match Line See Sheet C2.02 MATCH LINE SEE SHEET C2.041. PROVIDE 10' UNDERDRAINS IN FOUR DIRECTIONS AT CATCH BASINS IN PAVEMENT.2. PAVEMENT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED.3. CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT APPROVED PLANS AND INSPECTION.4. IN CASE OF A DISCREPANCY BETWEEN CITY OF DUBLIN REQUIREMENTS AND PROJECT SPECIFICATIONS, CITY OF DUBLINSTANDARDS SHALL GOVERN.5. SOIL EROSION AND SEDIMENTATION BMP MEASURES SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTION ANDSHALL BE MAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELL ESTABLISHED AND/ORPERMANENT EROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THE SATISFACTION OFTHE CITY OF DUBLIN.5. STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT.THIS INCLUDES SWEEPING, POWER CLEANING, AND (IF NECESSARY) MANUAL REMOVAL OF DIRT AND/OR MUD IN THE STREETGUTTERS.6. REMOVE SEDIMENT FROM DETENTION AREAS, OUTLET STRUCTURES, AND UNDERDRAINS ONCE FINAL SEED HAS BEENESTABLISHED.7. ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLETPROTECTION FOR SEDIMENT CONTROL.8. DIMENSIONS AND COORDINATES ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED.9. EXTEND UTILITIES TO WITHIN 5'-0" OF FACE OF BUILDING UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITHPLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.10. MAXIMUM FINISH SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED.11. COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING. REFER TO SHEETTS1.00.12. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL THROUGHOUT THE SITE PRIOR TO EXCAVATION. UPONCOMPLETION OF FINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION,INCLUDING LAYDOWN AREAS AND TRAILER LOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS.13. DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCALCODES. NO PERMANENT STOCKPILES WILL REMAIN ON SITE.14. EXISTING VALVES, MANHOLES, AND OTHER APPURTANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BEADJUSTED TO FINISH GRADE.15. OUTLET CURB UNDERDRAINS TO ADJACENT EXISTING UNDERDRAINS OR STORM SEWER SYSTEM.16. EXPOSE UTILITIES NOTED THUS EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THEPROPOSED ALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANYCORRECTIONS TO THE ELEVATION AND LOCATION CAN BE MADE.17. CONCRETE ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROM BUILDING AT 2.0% UNLESS OTHERWISE NOTED.18. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.0GRAPHIC SCALESCALE IN FEET30 60 90GENERAL NOTES:HGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFC2.01GRADING PLANLEGENDEXISTINGPROPOSEDUNDERGROUND ELECTRIC LINEUNDERGROUND TELEPHONE LINEWATER LINESTORM SEWERSANITARY SEWERFIRE HYDRANTWTESTMSANWREFER TO SHEET TS1.00GAS LINEG800799INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLFLOW DIRECTIONEMERGENCY OVERFLOW PATH1. PROVIDE FOUNTAIN IN THE PROPOSED RETENTION POND.2. FOREBAY ACCESS TO RETENTION PONDS AND EXTENDED DRY DETENTION BASINS.3. ROOF DRAIN TO DRAIN TO RUNNEL.4. RUNNEL TO DRAIN INTO STORMWATER SWALE.5. STORM OUTLET TO ODOT R/W, TO BE APPROVED BY ODOT.6. HYDRO DYNAMIC SEPARATOR FOR R/W WATER QUALITY TREATMENT.7. AQUATIC BENCH TO MEET CITY OF DUBLIN STANDARDS.CODED NOTES:X26OVERHEAD ELECTRIC CABLEOHE7CATCH BASIN PER DETAIL C2.06CURB & GUTTER INLET PER DETAILMANHOLE PER100 YEAR PONDING ELEVATION1 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XP/LP/L P / L P / L P/ L P / L P/LP/LP/L P/L P/LP/LP/LP/LLA R/WLA R /W L A R /WLA R/WOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEApparent Encroachment 1:4' Wire FenceApprox. 2.0' into subject propertyIPINS #3IPINS #23/4" Iron Pipe FoundIron Pipe Capped'Bird & Bull, Inc.' FoundApparent Encroachment 1a:4' Wire FenceApprox. 20' into subject property902.17902.62903.14903.07902.94903.05903.18902.93903.38903.09903.51905.19905.59906.25905.91906.15906.20905.28904.31903.49903.05904.11904.30904.79905.57904.83903.49903.56904.69905.88906.24905.33904.18905.59904.73904.45905.68905.23904.45904.27903.43902.80903.54903.94904.20903.94903.22901.98903.48903.82904.21904.20904.14903.31903.11903.25902.95904.05904.31904.12904.10903.76902.98901.88903.36903.38903.59903.88903.90903.22903.26902.46903.32903.59903.78903.37903.05902.51902.17901.24902.72903.58903.32903.37902.81910910905 9 0 5905905 905 9 0 5 905905905 90 0 9 0 0 9 0 0900900895895 895895890890890885885371372373374375376377378379380381382383384385Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West Ramp12"SAN8"SAN8"SAN 8"SAN 8"SAN 8"SAN X X XXX XXGGGGGG8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8 "W 8 "W 8 "W 8 "W 8 "W 8 "W 8 "W8"W8"W8"W8"W8"W8"W4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN15"STM15"STM15"STM15"STM 15"STM 15"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM12"STM12"STM12"STM12"STM15"STM 12"STM12"STM12"STM 12"STM HOSPITAL AND MEDICAL OFFICE BUILDING12"STMPR. EXTENDED DRYDETENTION BASIN 68"W8"W8"W8"W8"W6"W6"W6"W6"W6"WFOBOSITE WALLSITE WALLGG12"STM 12"STM12"ST M4"SAN4"SANCO12" S T M12"STM12"STME E EEE TTSEE EEEEEEEEOHEET T TTTT C205 206FFE 906.25PR. EXTENDED DRYDETENTION BASIN 690 2 90 1 901903 902 9019049099099 0 3 9 1 0 9 1 0 904904904906902 902903904 9 0 3 903904 9049099049 0 4 903904904 903HOSPITAL AND MEDICAL OFFICE BUILDING904904904904 905905Inv. 12" W 900.00Inv. 12" W 895.17Inv. 18" E 895.27Inv. 18" W 895.44Inv. 18" W 895.54Inv. 18" W 896.03Inv. 15" E 896.28Inv. 15" W 896.70Inv. 15" N 896.80Inv. 15" S 897.20Inv. 12" N 899.00Inv. 12" S 899.50Inv. 12" NE 900.25Inv. 12" NW 900.57Inv. 12" NE 900.57Inv. 12" SW 900.47Inv. 12" SE 901.17Inv. 12"E 901.83Inv. 12" N 899.12Inv. 12" W 899.22Inv. 12" E 899.22Inv. 12" W 899.46Inv. 12" W 898.00Inv. 12" N 901.00904906.25906.259 1 0 9 0 5904904100 YR = 902 .99903.00903.50Inv. 12" N 899.57Inv. 12" NW 900.89Inv. 12" SE 900.79Inv. 12" SW 900.78906.25906.25906.25906.25906.25906.25Inv. 12" NE 901.57Inv. 12" W 901.67907905905905905.00905.00905.00905.00905.50903.75903.50905905905905 905905905905 903.50904904 904904.90AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANMATCH LINE SEE SHEET C2.01 MATCH LINE SEE SHEET C2.03HGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFC2.02GRADING PLAN0GRAPHIC SCALESCALE IN FEET30 60 901. PROVIDE 10' UNDERDRAINS IN FOUR DIRECTIONS AT CATCH BASINS IN PAVEMENT.2. PAVEMENT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED.3. CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT APPROVED PLANS AND INSPECTION.4. IN CASE OF A DISCREPANCY BETWEEN CITY OF DUBLIN REQUIREMENTS AND PROJECT SPECIFICATIONS, CITY OF DUBLINSTANDARDS SHALL GOVERN.5. SOIL EROSION AND SEDIMENTATION BMP MEASURES SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTION ANDSHALL BE MAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELL ESTABLISHED AND/ORPERMANENT EROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THE SATISFACTION OFTHE CITY OF DUBLIN.5. STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT.THIS INCLUDES SWEEPING, POWER CLEANING, AND (IF NECESSARY) MANUAL REMOVAL OF DIRT AND/OR MUD IN THE STREETGUTTERS.6. REMOVE SEDIMENT FROM DETENTION AREAS, OUTLET STRUCTURES, AND UNDERDRAINS ONCE FINAL SEED HAS BEENESTABLISHED.7. ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLETPROTECTION FOR SEDIMENT CONTROL.8. DIMENSIONS AND COORDINATES ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED.9. EXTEND UTILITIES TO WITHIN 5'-0" OF FACE OF BUILDING UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITHPLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.10. MAXIMUM FINISH SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED.11. COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING. REFER TO SHEETTS1.00.12. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL THROUGHOUT THE SITE PRIOR TO EXCAVATION. UPONCOMPLETION OF FINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION,INCLUDING LAYDOWN AREAS AND TRAILER LOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS.13. DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCALCODES. NO PERMANENT STOCKPILES WILL REMAIN ON SITE.14. EXISTING VALVES, MANHOLES, AND OTHER APPURTANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BEADJUSTED TO FINISH GRADE.15. OUTLET CURB UNDERDRAINS TO ADJACENT EXISTING UNDERDRAINS OR STORM SEWER SYSTEM.16. EXPOSE UTILITIES NOTED THUS EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THEPROPOSED ALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANYCORRECTIONS TO THE ELEVATION AND LOCATION CAN BE MADE.17. CONCRETE ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROM BUILDING AT 2.0% UNLESS OTHERWISE NOTED.18. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.0GRAPHIC SCALESCALE IN FEET30 60 90GENERAL NOTES:LEGENDEXISTINGPROPOSEDUNDERGROUND ELECTRIC LINEUNDERGROUND TELEPHONE LINEWATER LINESTORM SEWERSANITARY SEWERFIRE HYDRANTWTESTMSANWREFER TO SHEET TS1.00GAS LINEG800799INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLFLOW DIRECTIONEMERGENCY OVERFLOW PATH1. PROVIDE FOUNTAIN IN THE PROPOSED RETENTION POND.2. FOREBAY ACCESS TO RETENTION PONDS AND EXTENDED DRY DETENTION BASINS.3. ROOF DRAIN TO DRAIN TO RUNNEL.4. RUNNEL TO DRAIN INTO STORMWATER SWALE.5. STORM OUTLET TO ODOT R/W, TO BE APPROVED BY ODOT.6. HYDRO DYNAMIC SEPARATOR FOR R/W WATER QUALITY TREATMENT.7. AQUATIC BENCH TO MEET CITY OF DUBLIN STANDARDS.CODED NOTES:X5OVERHEAD ELECTRIC CABLEOHECATCH BASIN PER DETAIL C2.07/BCURB & GUTTER INLET PER DETAIL C2.07/AMANHOLE PER DETAIL C2.07/G100 YEAR PONDING ELEVATION AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANX X X X X P/L P/L P/L P/LP/LP/LP/LP/LP/LP/L P/L P/LP/LP/L P/L P/LP/LP/LP/LP/LLA R/W R/W R/W R/W XXX6"Stm X 12"Stm12"Stm12"Stm12"Stm12"Stm12"Stm12"Stm12"Stm15"Stm 18"StmEE E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEBoard of Township Trustees ofPerry Township, Franklin County, Ohio0.309 Acres Per DB 3549, PG 352End ofLimitedAccessRight of WayApparent Encroachment 2:Gravel/Wood/Asphalt StockpilesApprox. 120' into subject propertyApparent Encroachment 5:Asphalt Parking Lot - Including bumperblocks landscaping, and curb linesApprox. 17' into Ingress/Egress EasementApparent Encroachment 4:Large Compost DumpstersApprox. 20' into subject propertyFCGS 77753/4" Iron Pipe FoundN 02°48'12" W, 0.27'Iron Pipe Capped'Bird & Bull, Inc.' FoundS 03°09'10" E, 0.48'Iron Pipe Capped'Bird & Bull, Inc.' Found3/4" Iron Pipe FoundIPIN #1BM #1IPIN #7Apparent Encroachment 3:Gravel Parking/ Staging AreaApprox. 118' into subject property3/4" Iron Pipe FoundIron Pipe Capped'Bird & Bull, Inc.' FoundItem 25:0.265 Acre Ingress/Egress EasementPer Inst. 199904160095183900.21901.57902.28902.35902.32902.61903.29903.09902.05902.96902.17902.57902.19902.63902.79902.84903.56903.32903.02903.81903.26903.27902.98902.78902.90903.31902.60902.62903.32902.78902.96902.57902.61902.67902.41902.09902.36902.37902.48903.65904.16903.12902.38901.56900.78901.11901.32901.61902.20903.04903.99903.78903.62904.35903.86904.40904.87902.16901.51901.62902.41904.18904.78902.02901.70904.03904.28902.02901.23901.66902.20901.87903.02903.02903.01903.03902.36901.51901.34900.86900.78901.21901.74902.59903.20902.74902.50902.39901.83901.59901.99902.23902.71902.59901.90901.52901.02900.06900.76901.85900.93901.58901.56901.11901.49901.75901.88901.89902.51902.43902.35901.84901.61902.51904.07904.36903.98904.10904.35904.64904.12903.49904.64903.38904.21902.74904.78906.14903.31902.54903.11905.27902.57905.22905.06902.44904.32900.96901.36900.93901.39900.83901.45901.99900.53900.43903.61904.10904.22903.78903.65903.65903.89903.39902.87902.48902.91902.51902.96902.50902.53902.99902.28902.77902.77902.30902.73902.26902.96902.47904.61904.16904.65904.18903.93903.92904.28903.77903.08902.59902.14902.11902.79902.31902.26902.71902.29902.74902.44902.66902.79903.26903.26902.78902.78903.25902.52903.00906 905905905 904 9049 0 4 904 903903903 903903903903903 90290290290290290 2 9029029 0 2 902901901901901901 901900 12345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016216417133333438638738838939039139239312" - Dead12" - Dead15" - Dead12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"XXXESMTESMT903.31903.32902.91902.51902.96902.50X Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper Blocks902.89902.80903.43903.21902.89902.77 9 0 3 . 3 1 9 0 3 . 2 3 9 0 3 . 4 7 9 0 2 . 9 9 903.40903.3190 2 . 5 3 903.10MulchFlowerBed903.19903.27902.76903.29902.88903.21902.33902.78902.55903.02902.73903.19903.26903.73903.87903.36903.80903.289 0 3 . 2 3 GravelApparent Encroachment 6:Asphalt Parking Lot - Including sign,mailbox, landscaping, and curb linesApprox. 12' into Ingress/Egress AgreementPROPERTY LINE PROPERTY LINE 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W12"STM12"STM12"STM12"STM12"STM12"STM 12"STM12"STM24"STM12"STM 12"STM 12"STM 12"STM 12"STM12"STM12 " S T M 12"STM12"STM12"STM12"STM15"STM15"STM15"STM15"STM15"STM15"STM15"STM12"ST M 12"ST M 12"ST M 12"ST M 12"STM12"STME EET S E EEEEEEEE ETTT TTTTTTTTTT TTTTTT C207 18"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM12"STM12"STM12"STM24"STM12"STM 12"STM 12"STM 12"STM 12"STM12"STM12"STM12"STM12"STM12"STM 12"STM 12"STM 12"STM 903914 911 903906 90290 3 903903904904903904904904904 904904903903903903903903902 902901904904904903903904902904902903903904903PR. RETENTION BASIN 7902903903902 Inv. 15" N 898.92Inv. 15" S 899.02Inv. 15" E 899.50Inv. 12" S 900.50Inv. 12" NW 901.35Inv. 18" N 897.00Inv. 12" N 898.00Inv. 12" S 897.90Inv. 12" S 898.25Inv. 12" N 898.21Inv. 12" W 898.21Inv. 12" SE 898.11Inv. 12" S 898.46Inv. 12" E 898.73Inv. 12" E 898.05Inv. 12" SW 898.15Inv. 12" SE 898.15Inv. 24" E 893.07Inv. 24" W 892.97Inv. 24" E 893.26Inv. 24" W 893.16Inv. 24" W 893.32Inv. 18" E 893.82Inv. 12" S 898.00Inv. 18" W 894.23Inv. 18" SE 894.33Inv. 12" N 899.00Inv. 12" E 899.00Inv. 12" N 892.60Inv. 12" SE 892.50903906.25905.759 0 4 9 0 1 900PR. EXTENDEDDRY DETENTIONBASIN 59049 0 4 904908 904 90 4 903910903903903903903903905.75905.759011 0 0 YR = 9 0 2 . 2 9 100 YR = 903.02903.55903.00POND ELEV = 899.504:13:1Inv. 12" S 895.00Inv. 12" S 899.50Inv. 12" W 896.61Inv. 12" N 899.00Inv. 12" E 895.57Inv. 18" W 895.07Inv. 12" W XXXInv. 12" N 888.00Inv. 12" S 897.67Inv. 12" W 897.67Inv. 12" NW 897.67Inv. 12" N 897.67Inv. 18" SE 897.17Inv. 15" N 899.21Inv. 15" W 899.31906.25906.25906.25Inv. 12" NE 898.47Inv. 12" SW 901.03Inv. 12" SE 901.03Inv. 12" W 900.93Inv. 12" N 900.00905 906 Inv. 12" N 900.63Inv. 12" E 900.73905 906 901.009095'90690 5 905 905905905 905 905903.55903.55903.55902.4011.5'13'6'12.5'11'8'4'7'4'4'8'5.5'5'Inv. 12" E 895.57Inv. 18" W 895.077.5'7'8'10'5'2'5'2'5'6.5'900.50900.00900.50902901HOSPITAL AND MEDICAL OFFICE BUILDINGHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFC2.03GRADING PLANMatch Line See Sheet C2.02MATCH LINE SEE SHEET C2.04 1. PROVIDE 10' UNDERDRAINS IN FOUR DIRECTIONS AT CATCH BASINS IN PAVEMENT.2. PAVEMENT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED.3. CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT APPROVED PLANS AND INSPECTION.4. IN CASE OF A DISCREPANCY BETWEEN CITY OF DUBLIN REQUIREMENTS AND PROJECT SPECIFICATIONS, CITY OF DUBLIN STANDARDSSHALL GOVERN.5. SOIL EROSION AND SEDIMENTATION BMP MEASURES SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTION AND SHALL BEMAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELL ESTABLISHED AND/OR PERMANENTEROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THE SATISFACTION OF THE CITY OF DUBLIN.5. STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT. THISINCLUDES SWEEPING, POWER CLEANING, AND (IF NECESSARY) MANUAL REMOVAL OF DIRT AND/OR MUD IN THE STREET GUTTERS.6. REMOVE SEDIMENT FROM DETENTION AREAS, OUTLET STRUCTURES, AND UNDERDRAINS ONCE FINAL SEED HAS BEEN ESTABLISHED.7. ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLET PROTECTIONFOR SEDIMENT CONTROL.8. DIMENSIONS AND COORDINATES ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED.9. EXTEND UTILITIES TO WITHIN 5'-0" OF FACE OF BUILDING UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITH PLUMBINGCONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.10. MAXIMUM FINISH SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED.11. COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING. REFER TO SHEET TS1.00.12. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL THROUGHOUT THE SITE PRIOR TO EXCAVATION. UPON COMPLETIONOF FINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION, INCLUDING LAYDOWN AREASAND TRAILER LOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS.13. DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCAL CODES.NO PERMANENT STOCKPILES WILL REMAIN ON SITE.14. EXISTING VALVES, MANHOLES, AND OTHER APPURTANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BE ADJUSTED TOFINISH GRADE.15. OUTLET CURB UNDERDRAINS TO ADJACENT EXISTING UNDERDRAINS OR STORM SEWER SYSTEM.16. EXPOSE UTILITIES NOTED THUS EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THE PROPOSEDALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANY CORRECTIONS TO THEELEVATION AND LOCATION CAN BE MADE.17. CONCRETE ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROM BUILDING AT 2.0% UNLESS OTHERWISE NOTED.18. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.0GRAPHIC SCALESCALE IN FEET30 60 90GENERAL NOTES:LEGENDEXISTINGPROPOSEDUNDERGROUND ELECTRIC LINEUNDERGROUND TELEPHONE LINEWATER LINESTORM SEWERSANITARY SEWERFIRE HYDRANTWTESTMSANWREFER TO SHEET TS1.00GAS LINEG800799INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLFLOW DIRECTIONEMERGENCY OVERFLOW PATH1. PROVIDE FOUNTAIN IN THE PROPOSED RETENTION POND.2. FOREBAY ACCESS TO RETENTION PONDS AND EXTENDEDDRY DETENTION BASINS.3. ROOF DRAIN TO DRAIN TO RUNNEL.4. RUNNEL TO DRAIN INTO STORMWATER SWALE.5. STORM OUTLET TO ODOT R/W, TO BE APPROVED BY ODOT.6. HYDRO DYNAMIC SEPARATOR FOR R/W WATER QUALITYTREATMENT.7. AQUATIC BENCH TO MEET CITY OF DUBLIN STANDARDS.CODED NOTES:X2334OVERHEAD ELECTRIC CABLEOHE17CATCH BASINCURB & GUTTER INLETMANHOLE100 YEAR PONDING ELEVATION AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LXXXXXXXXXX8"San18"Stm 18"Stm 18 " S t m 18 " S t m 12" S t m 12" S t m 12"Stm12"San 12"San 12 " S a n 12 " S a n 10"S a n 10"S a n 10"S a n 10"S a n 10"S a n 10"S a n 10"S a n 8"San8"San8"San8"San12 " W 12 " W 12" W 12" W 12" W 12"W 12"W E E E E E E E EEEEEEE30"StmOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE Remainder of Tract 3BM #2IPINS #63/4" Iron Pipe Found5/8" Iron Pipe FoundIron Pin Capped 'LeRoy 7664,Burgess & Niple' FoundMag Spike FoundPoint of Beginning1.126 Ac. ExceptionTract 4Lot 11 Lot 12 984.62' (M) 985.63' (D)EETRTR(re c ) (rec)(rec)(rec)EEEEEE(rec)(rec)10"San 10"San 10"San30"StmItem 24:Easement to City of DublinPer Inst. 201312170206131MAGS #5Evidence of Deteriorating Wire Fence892.48891.50894.89892.07891.97891.68893.24891.79892.21892.38891.75890.57895.31893.15892.77892.39891.17895.48893.15892.72894.06892.70893.01893.05892.77892.64892.35893.62892.39892.71892.78895.12893.10893.32893.60892.59894.90892.35892.27891.89893.38891.92892.19892.35891.91891.84891.47892.79891.88891.87894.30893.31892.51893.56891.48893.69891.43891.38890.75892.25891.00891.37891.50893.46891.45891.11890.99Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264894.47895.36897.37898.31893.17894.44895.43896.81898.66900.13899.98898.05896.25894.68893.78894.05895.22896.95898.28899.62894.52896.20897.82898.78899.43894.32895.27896.92897.46899.67894.58895.64897.47900.37899.34897.23895.11893.69 900 9 0 0 895 89 5 89 5 895 3353363373383393403413423433443453463473483493503513522"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"210+00 21 1 + 0 0 21 2 + 0 0 213 + 0 0 214+ 0 0 215+0 0 216+00 217+00 ESMT ESMT ESMT ESMT ESMT ESMT E S M T ES M T ES M T E m e r a l d P a r k w a y ( 1 0 0 ' W i d e ) (In s t . 2 0 1 0 1 2 2 9 0 1 7 7 9 2 9 )EX. SHAREDUSE PATHEX. SHAREDUSE PATHESMT ESMT ESMT ESMT ESMT ESMT 8"W12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8" W 8 "W 8 "W 8 "W 8"W 24" S T M 24"ST M 24"ST M 24"STM24"STM15"STM12"STM15"STM15"STM15"STM15"STM18 " S T M 12"STM12"STM12"STM24"STM24"STM24"STM24"STM24"STM24"STM24"STM2 4 " S TM 18"STM18"STM12"STM12"STM12"STM 12"STM12"STM12"STM12"STM12"STM12"STM8"W8"W8"W8"W8"W8"W8"W8"W12"STM12"STM12"STM12"STM15" S T M 15" S T M TTTTTTTTTTT C20020120224"STM24"STM24"STM24"STM24"STM24"STM24"STM896 PR. EXTENDEDDRY DETENTIONBASIN 4PR. RETENTIONBASIN 389 3 8 9 4 886 895 895 895898899 900 901 899 900 901 902 89 2 8 9 7 90290190089989890390 3902 90 2 902901901 9019019009009009009008998998 9 9 899899898 897 8978 9 7 896 898890 886 890 896 894 8 9 5 8 9 6895894 903899896 890 890 89 0 8 9 0 886 886 88 5 8 8 5893889PR. RETENTIONBASIN 288 8 88 8 88 4 8 8 8 8 8 8 893Inv. 24" E 891.00Inv. 24" W 891.05Inv. 24" E 892.15Inv. 15" S 892.30Inv. 15" N 892.68Inv. 15" S 892.78Inv. 12" W 895.00Inv. 12" N 893.93Inv. 12" S 894.03Inv. 12" N 894.26Inv. 24" N 897.00Inv. 18" S 897.15Inv. 12" W 897.65Inv. 12" N 897.65Inv. 12" S 898.20Inv. 24" N 888.24Inv. 24" W 888.14Inv. 12" E 891.00Inv. 18" SE 891.00Inv. 12" W 892.00Inv. 12" N 892.10Inv. 12" S 892.50Inv. 24" NW 892.51Inv. 24" E 892.61Inv. 12" N 889.58Inv. 24" S 888.58Inv. 24" E 888.684:13:1100 YR = 893.35893.86893.86893.86893.86100 YR = 895.25895.80895.80895.80895.80895.80895.80POND ELEV = 892.00POND ELEV = 890.00100 YR = 899.25899.75899.75899.75899.754:13:1Inv. 24" W 889.50Inv. 24" E 889.60Inv. 24" W 891.50Inv. 12" N 890.25Inv. 12" S 890.15Inv. 12" S 890.50Inv. 24" SW 888.00Inv. 15" S 893.39Inv. 12" E 893.39Inv. 15" N 893.14Inv. 24" SE 892.42Inv. 24" W 892.327'-0"6'895.00892.00895.30895.25893.358.0'8.0'4.0'6.0'5.0'4.0'8.0'HGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFC2.04GRADING PLANMatch Line See Sheet C2.01Match Line See Sheet C2.031. PROVIDE 10' UNDERDRAINS IN FOUR DIRECTIONS AT CATCH BASINS IN PAVEMENT.2. PAVEMENT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED.3. CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT APPROVED PLANS AND INSPECTION.4. IN CASE OF A DISCREPANCY BETWEEN CITY OF DUBLIN REQUIREMENTS AND PROJECT SPECIFICATIONS, CITY OF DUBLIN STANDARDS SHALLGOVERN.5. SOIL EROSION AND SEDIMENTATION BMP MEASURES SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTION AND SHALL BE MAINTAINEDUNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELL ESTABLISHED AND/OR PERMANENT EROSION ANDSEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THE SATISFACTION OF THE CITY OF DUBLIN.5. STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT. THIS INCLUDESSWEEPING, POWER CLEANING, AND (IF NECESSARY) MANUAL REMOVAL OF DIRT AND/OR MUD IN THE STREET GUTTERS.6. REMOVE SEDIMENT FROM DETENTION AREAS, OUTLET STRUCTURES, AND UNDERDRAINS ONCE FINAL SEED HAS BEEN ESTABLISHED.7. ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLET PROTECTION FORSEDIMENT CONTROL.8. DIMENSIONS AND COORDINATES ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED.9. EXTEND UTILITIES TO WITHIN 5'-0" OF FACE OF BUILDING UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITH PLUMBINGCONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.10. MAXIMUM FINISH SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED.11. COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING. REFER TO SHEET TS1.00.12. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL THROUGHOUT THE SITE PRIOR TO EXCAVATION. UPON COMPLETION OF FINALGRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION, INCLUDING LAYDOWN AREAS AND TRAILERLOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS.13. DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCAL CODES. NOPERMANENT STOCKPILES WILL REMAIN ON SITE.14. EXISTING VALVES, MANHOLES, AND OTHER APPURTANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BE ADJUSTED TO FINISHGRADE.15. OUTLET CURB UNDERDRAINS TO ADJACENT EXISTING UNDERDRAINS OR STORM SEWER SYSTEM.16. EXPOSE UTILITIES NOTED THUS EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THE PROPOSEDALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANY CORRECTIONS TO THE ELEVATION ANDLOCATION CAN BE MADE.17. CONCRETE ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROM BUILDING AT 2.0% UNLESS OTHERWISE NOTED.18. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.0GRAPHIC SCALESCALE IN FEET30 60 90GENERAL NOTES:LEGENDEXISTINGPROPOSEDUNDERGROUND ELECTRIC LINEUNDERGROUND TELEPHONE LINEWATER LINESTORM SEWERSANITARY SEWERFIRE HYDRANTWTESTMSANWREFER TO SHEET TS1.00GAS LINEG800799INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLFLOW DIRECTIONEMERGENCY OVERFLOW PATH1. PROVIDE FOUNTAIN IN THE PROPOSED RETENTIONPOND.2. FOREBAY ACCESS TO RETENTION PONDS ANDEXTENDED DRY DETENTION BASINS.3. ROOF DRAIN TO DRAIN TO RUNNEL.4. RUNNEL TO DRAIN INTO STORMWATER SWALE.5. STORM OUTLET TO ODOT R/W, TO BE APPROVEDBY ODOT.6. HYDRO DYNAMIC SEPARATOR FOR R/W WATERQUALITY TREATMENT.7. AQUATIC BENCH TO MEET CITY OF DUBLINSTANDARDS.CODED NOTES:X22OVERHEAD ELECTRIC CABLEOHE7CATCH BASINCURB & GUTTER INLETMANHOLE100 YEAR PONDING ELEVATION711 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE4"G4"G4"G4"GR/WR/WR/WR/WR/WR/WR/WR/WP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LOHEOHE6"W 6"W 6"WR/WR/WR/WR/WR/WR/WR/WItem 22:Easement for to The Ohio BellTelephone CompanyPer OR 15343, PG A01Item 16:Easement for to Columbus andSouthern Ohio Electric CompanyPer DB 1438, PG 203Apparent Encroachment 7:12-Inch WaterlineFCGS 6656BM #3Mag Nail FoundIron Pipe FoundCapped 'Bird & Bull, Inc.'at 30.62'1/2" Iron Pipe Foundat 268.61'Point of Commencement35.053 AcresPoint of BeginningNew Survey - 32.053 Ac.5/8" Iron PinFoundProposed Right of Wayper Waterline Improvement19-023-CIP*No evidence of transferbeing executed*Bright Road (Width Varies)12"Stm12"Stm 12"StmΔ = 2°01'38"R = 1470.00'AL = 52.01'(M) 52.00'(D)CL = 52.01'(M) 52.00'(D)CB = N 79°44'38" EMTTPoint of BeginningTract 1 & 0.038 Ac.ExceptionIron Pin Capped 'LeRoy 7664,Burgess & Niple' Found904.33901.79904.69901.50900.21903.99900.10902.74899.66902.03902.36899.96900.02900.19900.11899.81899.65899.61899.32899.35899.51898.95899.35899.13898.35898.52898.10897.14897.46897.23897.39896.86897.11897.20897.48897.08896.90897.56900.41898.26897.67897.84897.45897.11895.30895.81896.95897.47900.08899.26897.50897.08896.70896.25899.50898.48897.36898.71900.09900.31899.95899.55897.91898.15898.65899.27899.39899.63900.37899.66900.18900.12899.98899.84900.93900.52900.98901.02900.81900.23899.84900.59900.14900.89900.90901.05900.95900.86900.65900.40900.85900.14900.63 904 903 902 902901901901901901900900900 89989989889889717317417517617717817918018118218318418518618718818919819920020120220322122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133230"XXXXXX44+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+00ESMT IPINS #9PROPERTY LINE PROPERTY LINE R/WR/W15"STM15"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STMOHEOHE18"STM18"STM18"STM18"STM18"STM15"STM12"STM12"STM12"STM15"STM15"STM15"STM899 899 1 0 0 YR = 8 9 8 . 8 8 899.90899.90899.90899.90Inv. 12" N 897.43Inv. 12" SE 896.96Inv. 18" N 892.90Inv. 12" W 893.40Inv. 12" E 893.00900.15898.75899.15897.35 ME89 5PR. EXTENDEDDRY DETENTIONBASIN 9899 900900.75901900.00901900Inv. 12" NW 896.73Inv. 15" S 896.48Inv. 15" N 896.16Inv. 15" NE 896.06Inv. 12" S 896.31Inv. 15" SW 895.90899Inv. 18" SW 894.00Inv. 18" SE 893.53Inv. 18" W 893.43Inv. 12" E 893.53Inv. 12" S 893.538986 2AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANMatch Line See Sheet C2.05HGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFC2.05GRADING PLAN1. PROVIDE 10' UNDERDRAINS IN FOUR DIRECTIONS AT CATCH BASINS IN PAVEMENT.2. PAVEMENT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED.3. CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT APPROVED PLANS AND INSPECTION.4. IN CASE OF A DISCREPANCY BETWEEN CITY OF DUBLIN REQUIREMENTS AND PROJECT SPECIFICATIONS, CITY OF DUBLINSTANDARDS SHALL GOVERN.5. SOIL EROSION AND SEDIMENTATION BMP MEASURES SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTION ANDSHALL BE MAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELL ESTABLISHED AND/ORPERMANENT EROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THE SATISFACTION OFTHE CITY OF DUBLIN.5. STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT.THIS INCLUDES SWEEPING, POWER CLEANING, AND (IF NECESSARY) MANUAL REMOVAL OF DIRT AND/OR MUD IN THE STREETGUTTERS.6. REMOVE SEDIMENT FROM DETENTION AREAS, OUTLET STRUCTURES, AND UNDERDRAINS ONCE FINAL SEED HAS BEENESTABLISHED.7. ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLETPROTECTION FOR SEDIMENT CONTROL.8. DIMENSIONS AND COORDINATES ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED.9. EXTEND UTILITIES TO WITHIN 5'-0" OF FACE OF BUILDING UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITHPLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.10. MAXIMUM FINISH SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED.11. COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING. REFER TO SHEETTS1.00.12. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL THROUGHOUT THE SITE PRIOR TO EXCAVATION. UPONCOMPLETION OF FINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION,INCLUDING LAYDOWN AREAS AND TRAILER LOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS.13. DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCALCODES. NO PERMANENT STOCKPILES WILL REMAIN ON SITE.14. EXISTING VALVES, MANHOLES, AND OTHER APPURTANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BEADJUSTED TO FINISH GRADE.15. OUTLET CURB UNDERDRAINS TO ADJACENT EXISTING UNDERDRAINS OR STORM SEWER SYSTEM.16. EXPOSE UTILITIES NOTED THUS EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THEPROPOSED ALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANYCORRECTIONS TO THE ELEVATION AND LOCATION CAN BE MADE.17. CONCRETE ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROM BUILDING AT 2.0% UNLESS OTHERWISE NOTED.18. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.0GRAPHIC SCALESCALE IN FEET30 60 90GENERAL NOTES:LEGENDEXISTINGPROPOSEDUNDERGROUND ELECTRIC LINEUNDERGROUND TELEPHONE LINEWATER LINESTORM SEWERSANITARY SEWERFIRE HYDRANTWTESTMSANWREFER TO SHEET TS1.00GAS LINEG800799INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLFLOW DIRECTIONEMERGENCY OVERFLOW PATH1. PROVIDE FOUNTAIN IN THE PROPOSED RETENTION POND.2. FOREBAY ACCESS TO RETENTION PONDS AND EXTENDED DRY DETENTION BASINS.3. ROOF DRAIN TO DRAIN TO RUNNEL.4. RUNNEL TO DRAIN INTO STORMWATER SWALE.5. STORM OUTLET TO ODOT R/W, TO BE APPROVED BY ODOT.6. HYDRO DYNAMIC SEPARATOR FOR R/W WATER QUALITY TREATMENT.7. AQUATIC BENCH TO MEET CITY OF DUBLIN STANDARDS.CODED NOTES:XOVERHEAD ELECTRIC CABLEOHECATCH BASINCURB & GUTTER INLETMANHOLE100 YEAR PONDING ELEVATION 1.50% MIN1.50% MIN4:14:1BOTTOM OF DRY BASIN4'-0"TYPE D, RCP12" DEEP X 4' WIDE6" UNDERDRAIN4:14:1BOTTOM OF DRY BASINTYPE D, RCP12" DEEP X 4' WIDE6" UNDERDRAIN2.0%OUTLET STRUCTURE2.0%MICROPOOLFOREBAYPLAN VIEW(WITH LID REMOVED)PROFILE VIEWVARIESVARIES4:1BOTTOM OF STRUCTUREUDPERFORATED PVC PIPE#8 OR #57WASHED STONE ENDCAP WITHWATERQUALITYORIFICENEENAH R-4871 GRATEWATER QUANTITY ORIFICETEE4'-0"4'-0"4" PERFORATED PVC PIPE(TYP. OF 2)WALL OF OUTLETSTRUCTURENON-SHRINKGROUTING UNDERDRAINORIFICEOVERFLOW GRATENEENAH R-4871OUTLET PIPEUNDERDRAINWQV ORIFICE4:13"MIN.2:1MAX.2 : 1 MAX.FRONT VIEWUDDISCHARGE OUTLET PIPENOTES:1. ODOT 2-4 CATCH BASIN - MODIFIED AS SHOWN.DETAILOUTLET CONTROL STRUCTURE.N.T.S.ASTONE FACE FINISHDISCHARGEOUTLET PIPEHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFC2.06STORM DETAILSAA4'-6"3'-1"4"3'-6"2'-1"PLAN(COVER REMOVED)ELEVATION3'-1"4'-6"6"ODOT CL. "C"CONCRETESECTION A-A3'-6"2'-1"NOTES:1. THE INLET BOTTOM SHALL BE SHAPED TO PROVIDE SLOPE OF 3" TO 4" TO OUTLET PIPE. THE CROSSSECTIONAL FORM OF BOTTOM AND LONGITUDINAL SLOPE IS TO BE ADAPTED TO LOCATION OF OUTLETPIPE AS DIRECTED.2. OUTLET PIPE MAY BE LOCATED IN FRONT OR BACK AND THE OUTLET PIPE SHALL BE DIRECTED TOWARDSTHE CENTER OF THE INLET.3. THE EXISTING GUTTER WITHIN AN AREA APPROXIMATELY 4 FT. OUTSIDE INLET OPENING, OR ASOTHERWISE ORDERED, SHALL BE CUT OUT SO THAT REPAVING MAY BE SHAPED TO MEET THEDEPRESSED LIP OF THE INLET OPENING AS DIRECTED.4. THE EXISTING GUTTER, WHERE CUT OUT FOR DEPRESSION, SHALL BE REPLACED WITH CLASS "C"CONCRETE OF ASPHALTIC CONCRETE PAVING AS ORDERED.5. THE BACKFILLING WITHIN PROPOSED PAVED AREAS SHALL BE WELL TAMPED IN LAYERS NOT EXCEEDING4 IN. THICKNESS LOOSE MEASUREMENT, OR BACKFILLED WITH AN APPROVED MATERIAL.6. WALLS TO BE CAST IN PLACE CONCRETE (CLASS "C"), OR PRE-CAST CONCRETE (CLASS "C").7. PLACE 4" CURB DRAIN STUBS 30" BELOW TOP OF CURB OR AS DIRECTED.8. PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES AND BE REINFORCED SUFFICIENTLYTO PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE.3'-3"NORMAL CASTING, NEENAH R-3290TYPE V OR EQUALSEE NOTES 3, 4 & 5FACE OFPROPOSED CURBSEE NOTE 78 12"8 12"8 12"8 12"BOTTOMSLOPE SEENOTE 1MANHOLESTEPS@ 15"C TO C8 12"8 12"8 12"8 12"DETAILCURB & GUTTER INLETN.T.S.AMANHOLESTEPS12" PEJF,PER ODOT ITEM 5161'-6"(TYP.)8" CONCRETE PAVEMENT,PER ODOT ITEM 499CLASS C W/ SYNTHETICFIBER REINFORCEMENTCONTROL JOINT,PER DETAIL G/C2.5(TYP.)NOTES:1. SYNTHETIC FIBER REINFORCEMENT: ASTM C1116-97 AND ASTM C1018-97. ACCEPTABLE PRODUCTSINCLUDE:A. NYCON NYLON FIBERSB. FORTA NYLO-MONO FIBERSC. FIBERMESH FIBERMIX STEALTH POLYPROPYLENE FIBERSD. GRACE POLYPROPYLENE FIBERSSYNTHETIC FIBER REINFORCEMENT SHALL BE USED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS. DOSAGE RATE SHALL BE AS RECOMMENDED BY THEMANUFACTURER, BUT NOT LESS THAN 1 POUND PER CUBIC YARD.2. DISSIPATING CURING COMPOUND: COMPLY WITH ASTM C309-98A, TYPE 1, CLASS B (CLEAR), EXCEPTMOISTURE LOSS NOT TO EXCEED 0.40 KG/M² IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'S VOCREQUIREMENTS. APPLY AT THE MANUFACTURER'S WRITTEN RECOMMENDED APPLICATION RATE.COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLICATION OF PENETRATING SEALER.3. PENETRATING SEALER: ACCEPTABLE PRODUCTS INCLUDE, BUT ARE NOT LIMITED TO:A. L&M CONSTRUCTION CHEMICALS - AQUAPEL PLUS 40B. PROSOSO - SALTGUARD WBC. HULS AMERICA INC. - CHEM-TRETE BSM 40D. MASTER BUILDERS INC. - MASTERSEAL SL 40E. LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WBF. BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40G. TEX-COTE - RAINSTOPPER RS140CATCH BASIN,PER STD. DWG. AA-S133PROVIDE HEAVY DUTYFRAME & GRATE,PER STD. DWG. AA-S1411'-6" (TYP.)PLAN VIEW8"2'-0"8"B8"1" 8"C1"2"8"2 1/4"8"2'-0"8"6"B2 1/4"2'-3 1/2"A8"SECTION B-BASECTION A-A2 1/4"CONSTRUCTIONJOINT1/4"NOTES:1. BRICK OR CONCRETE BLOCK SIDE WALLS, WHEN USED IN PLACE OF CONCRETE,SHALL BE 8" NOMINAL THICKNESS. WHEN BRICK OR CONCRETE BLOCKS ARE USED,THE OUTSIDE WALLS OF THE CATCH BASIN SHALL BE PLASTERED WITH A 1/2" COATOF LIME CEMENT MORTAR.2. GRATE ELEVATION TO BE PLACED 4 TO 6 INCHES BELOW NORMAL DITCH RETURNINGTO NORMAL 10 FEET EACH SIDE OF BASIN.3. CONCRETE CAST IN PLACE TO BE ODOT CLASS "C" ITEM 499.4. TRAFFIC DUTY FRAME & GRATE NEENAH R-4852 & R-4899 OR EQUAL.5. PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES AND BEREINFORCED SUFFICIENTLY TO PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE.2'-3 1/2"2 1/4"1/4"1" 1"1/4"1"2'-3 1/2"SECTION C-C1/4"2"1"2'-0"8"8"VARIABLE DEPTHCLASS "C"CONCRETE2'-0"8"DETAILCATCH BASINN.T.S.BBABAC1"1'-10"2" (TYP.OF 4)2" (TYP.OF 4)1'-10"NOTE:1. INSTALL IN CATCH BASIN NO. 2, ON OUTLET PIPE WALL.1/4" ALUMINUM PLATE,ROLLED TO MATCH SHAPEOF STRUCTURE, IFNECESSARYTOP OF OFIRICEMATCH CROWN OFOUTLET PIPE2"X3/4" STAINLESS STEELBOLT SET IN EXPANDABLEGROUT (TYP. OF 4)2"(TYP. OF 4)1'-10"1'-10"4" (TYP. OF 4) 4"DIA.OUTLETSTRUCTURE12" OUTLET PIPE1/4" ALUMINUM PLATE,CENTERED AROUNDOUTLET PIPE2" X 3/4" STAINLESS STEEL BOLT SET INEXPANDABLE GROUT (TYP. OF 4)INSIDE STRUCTUREON HEADWALL4"DIA.12" OUTLETPIPE (BEHIND)DETAILORIFICE PLATEN.T.S.CINLET ENDGROOVE OR BELLUPSTREAMOUTLET ENDTONGUE OR SPIGOTDOWNSTREAMEND TREATMENT AT HEADWALL1. CONCRETE SHALL BE CLASS "III".2. IF SLOPES OTHER THAN 2:1 AREUSED, THE LENGTH "L", AND HEIGHT"H" WILL REQUIRE ADJUSTMENT3. EXPOSED WALL TO HAVE STONEFACING.L CIRCULAR SECTIONS = 5D+4TH CIRCULAR SECTIONS = D+T+44"D = DIAMETER OR PIPET = THICKNESS OF BARRELL = LENGTH OF HEADWALLH = HEIGHT OF HEADWALLDIMENSIONSQUANTITIESREINFORCINGSTEEL LBS.CONCRETECU. YDS.LHDIAMETER12"15"18"21"24"30"36"5'-0"5'-2"5'-5"5'-8"5'-11"6'-5"7'-0"5'-8"7'-0"8'-4"9'-8"11'-0"13'-8"16'-4"1.4351.741572.22.8623.369924.76.5105SECTION A-AH/336" H 8"12"4"H 2:1 SLOPEDDAAL2:1 SLOPEEQUAL SPACES NOTTO EXCEED 2'-0"5/8" DIA.REINFORCINGSTEEL2" MIN.2" MIN.FLOW LINE5/8" DIA.REINFORCINGSTEELDETAILPIPE CULVERT HEADWALLN.T.S.EDETAILEXTENDED DRY DETENTION BASINN.T.S.FTYPICAL CROSS SECTION OF EXTENDED DRY DETENTION BASINTYPICAL SECTION OF EXTENDED DRY DETENTION BASINSTONE FACE FINISH 12"W12"W12"W12"W12"WOHEOHEOHEOHEOHER/WR/WESMTESMT4"G4"GP/L P / L P / L P/L P/L P/L P/L P/LP/LP/LP/L P/LP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMT LA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/WMB8"San8"San18"Stm 18"Stm 12"Stm12"San 12"San 12"San 10"San 10"San 10"San 8"San8"San12"Stm12"Stm18"Stm E OHE12"W12"W 12"W 12"W 12"WLLLLLEEEE ELLLL LEEE30"Stm6"W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE R/WR/WR/WOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEBoard of Township Trustees ofPerry Township, Franklin County, Ohio0.309 Acres Per DB 3549, PG 352Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 22:Easement for to The Ohio BellTelephone CompanyPer OR 15343, PG A01Item 16:Easement for to Columbus andSouthern Ohio Electric CompanyPer DB 1438, PG 203End ofLimitedAccessRight of WayRemainder of Tract 3Apparent Encroachment 1:4' Wire FenceApprox. 2.0' into subject propertyApparent Encroachment 2:Gravel/Wood/Asphalt StockpilesApprox. 120' into subject propertyApparent Encroachment 5:Asphalt Parking Lot - Including bumperblocks landscaping, and curb linesApprox. 17' into Ingress/Egress EasementApparent Encroachment 4:Large Compost DumpstersApprox. 20' into subject property12-Inch Waterline12"Stm Lot 11Lot 12 Lot 11Lot 12984.62' (M) 985.63' (D)LA R/WApparent Encroachment 1a:4' Wire FenceApprox. 20' into subject propertyApparent Encroachment 3:Gravel Parking/ Staging AreaApprox. 118' into subject propertyEETTTRTR(rec)(rec)(rec)(rec)(rec)EEE(rec)(rec)10"San30"StmItem 24:Easement to City of DublinPer Inst. 201312170206131Item 25:0.265 Acre Ingress/Egress EasementPer Inst. 199904160095183Item 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264ESMT ESMT ESMT 12345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016116216316416516616716816917017117317417517617717817918018118218318418518618718818919019119319419819920020120220321521621721821922022122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133233333433533633733833934034134234334434534634734834935035135235335435535635735835936036136236436336536636736836937037137237337437537637737837938038138238338438538638738838939039139239312" - Dead12" - Dead15" - Dead30"12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)39+41.4940+0041+0042+0042+27.5243+0044+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+0053+0054+0055+0055+52.19208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00 219+99.99220+00 220+71.57ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMT Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravelApparent Encroachment 6:Asphalt Parking Lot - Including sign,mailbox, landscaping, and curb linesApprox. 12' into Ingress/Egress AgreementEX. SHAREDUSE PATHEX. SHAREDUSE PATHESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMTESMT12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN8"S A N 8" S A N XX XG6"SAN 6"SAN 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8 "W 8 "W 8 "W 8"W 8 "W 8 "W8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W4"SAN4"SAN15"STM15"STM18"STM18"STM18"STM24"STM24"STM24"STM1 2 "STM 12"STM 18"STM24"STM 15"STM15"STM12"STM12"STM12"STM24"STM24"STM24"STM12"STM 12"STM15"STM 15"STM 12"STM12"STM12"STM18"STM18"STM18"STM18"STM12" S T M12"STM12"STM12"STM12"STM12"STMHOSPITAL AND MEDICAL OFFICE BUILDINGMEDICAL OFFICE BUILDINGPR. RETENTIONPOND 7EXTENDED DRYDETENTION BASIN 812"STMPR. EXTENDEDDRYDETENTION 4PR. RETENTIONPOND 3PR. RETENTIONPOND 2PR. RETENTIONPOND 1PR. EXTENDEDDRYDETENTIONBASIN 5PR. EXTENDED DRYDETENTION BASIN 612"STM12"STM8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"WFOBO15"STM12"STM12"STM12"STM12"STM12"STMG12"STM12"STM12"STM12"STM15" S T M 15"STM15"STM15"STM12"ST M 12"ST M 12"STM12"STM12"STM12"STM4"SANCO4"SAN 12"STME E E EEEEE TTST SE E E EEE EEEEE OHEOHEEEEEEEE E EOHEETTTTTTT T TTTTTTT TTTT TTT TTTTTTTTTTTT T T C C C2002012022032042052062071 8 "STM18"STM18"STM18"STM18"STM12"STM24"STM24"STM24"STM12"STM 12"STM 12"STM12"STMPR. EXTENDED DRYDETENTION BASIN 918"STM18"STM12"STM15"STM12"STM Emerald Parkway (100' Wide)Bright Road (Width Varies)Sawmill Road (CR 70) (Width Varies) Emerald Parkway (100' Wide)FCGS 6656BM #3MAGS #8BM #2IPINS #6IPINS #4IPINS #3IPINS #2FCGS 7775IPIN #1BM #1IPIN #7MFCGS 7739MMAGS #5IPINS #9M6"W6"W8"W8"WHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFUTILITY LEGENDEXISTINGCOUNDERGROUND ELECTRIC LINEGAS LINESANITARY SEWERWATER LINEFIRE HYDRANTCLEAN OUTMANHOLEEGSANWWREFER TO SHEET TS1.00PROPOSEDUNDERGROUND TELECOMMUNICATION LINETTTRANSFORMERSWITCHGEARSSITE LIGHT POLE0GRAPHIC SCALESCALE IN FEET60 120 180C3.00BULK OXYGEN TANKBOUNDERGROUND FUEL OIL TANKFOOVERHEAD ELECTRIC CABLEOHEFULL SITEUTILITY PLAN XXXXXXXXXXXXXXXXP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LLA R/WLA R/W8"San8"San8"San18"Stm 18"Stm12"San 12"San12"W12"W12"WEE E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 264Item 23:Easement for Utilitiesto City of DublinPer Inst. 2013121702061295/8" Iron Pin FoundS 03°08'31" W 0.93'Point of BeginningTract 212"Stm12"Stm12"StmLot 11 Lot 12 (rec)(rec)3533543553563573583593603613623643633653663673683693702"2"2"2"2"2"206+00 207+00 208+00 209+00Emerald Parkway (100' Wide)(Inst. 201012290177929) ESMT ESMT ESMT ESMTIPINS #412"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN8"W8"W8"W8"W18"STM24"STM24"STM24"STM24"STM24"STM24"STM24"STM24"STM12"STM12"STM18 " S T M 12 "STM 12"S T M 12"STM 12"STM 18"STM18"STM24 " S T M 24" S T M 15"STM 15"STM 15"STM 15"STM 12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM18"STM18"STM18"STM18"STM15"STM18"STM18"STM18"STM18"STM18"STM12" S T M 12" S T M 18"STM12"STM12"STM12"STM12"STM1 2 " S T M 12"STM12"STM12"STM12"STMMEDICAL OFFICE BUILDINGEXTENDED DRYDETENTION BASIN 8PR. RETENTIONPOND 18"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W18"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM4"S A N 4"S A N 15"STM2032045AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLAN0GRAPHIC SCALESCALE IN FEET30 60 90 Match Line See Sheet C2.02 MATCH LINE SEE SHEET C2.04HGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFC3.01UTILITY PLANUTILITY LEGENDEXISTINGCOUNDERGROUND ELECTRIC LINEGAS LINESANITARY SEWERWATER LINEFIRE HYDRANT PER STD. DWG. WA-01CLEAN OUTSANITARY MANHOLE PER STD. DWG. SA-01EGSANWWREFER TO SHEET TS1.00PROPOSEDUNDERGROUND TELECOMMUNICATION LINETTTRANSFORMERSWITCHGEARSLIGHT POLE (FOUNDATIONS TO MEET DUBLIN STANDARDS)BULK OXYGEN TANKBOUNDERGROUND FUEL OIL TANKFOX1. DIMENSIONS AND COORDINATES ARE FROM FACE OF CURB OR EXTERIOR FACE OF BUILDING, UNLESSOTHERWISE NOTED.2. EXTEND UTILITIES TO WITHIN 5' OF FACE OF BUILDING, UNLESS OTHERWISE NOTED. COORDINATE EXACTLOCATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.3. REFER TO SHEETS C2.01-C2.05 FOR STORM SEWER INFORMATION.4. MAINTAIN MINIMUM 4'-0" COVER OVER ALL WATERLINES.5. MAINTAIN MINIMUM 18" VERTICAL CLEARANCE FROM THE OUTSIDE OF ANY WATERLINE PIPE TO THEOUTSIDE OF ANY STORM OR SANITARY SEWER.6. PROVIDE THRUST BLOCKS OR RESTRAINED MECHANICAL JOINT PIPE AT EACH VALVE, TEE, FITTING, ORCHANGE IN DIRECTION OF WATERLINE.7. REFER TO CITY OF DUBLIN STANDARD DRAWINGS FOR TYPICAL FIRE HYDRANT INSTALLATION DETAILS.8. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWERARE PROHIBITED.9. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE PERFORMED UNTIL THE NEW LINES HAVE BEENSANITIZED AND ALL TESTS HAVE BEEN COMPLETED AS SPECIFIED BY THE CITY OF DUBLIN AND THESECONTRACT DOCUMENTS.10. ALL COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING.REFER TO SHEET TS1.00.11. WHERE PLANS PROVIDE FOR A PROPOSED UTILITY TO BE CONNECTED TO, OR CROSS OVER, OR UNDERAN EXISTING UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES ORUTILITIES, BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THE PROPOSED UTILITY. THESELOCATIONS ARE NOTED THUS: EXPOSE. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXPOSEDUTILITY DIFFERS FROM THE PLAN ELEVATION, RESULTS IN A CHANGE IN THE PLAN SEWER SLOPE, ORWILL INTERSECT AN EXISTING UTILITY AS SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIEDBEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED UTILITY WHICH WILL BEAFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS.12. SUPPORT AND PROTECT ALL UTILITIES EXPOSED DURING EXCAVATION AND TRENCHING.13. ANY REQUIRED WATERLINE SHUT-DOWNS SHALL BE COORDINATED WITH THE OWNER AND/OR THE CITY.1. GAS TAP, SERVICE LINE, AND METER BY COLUMBIA GAS. SITECONTRACTOR SHALL PROVIDE AND INSTALL GAS SERVICE LINEFROM METER SETTING TO BUILDING. PROTECT GAS METERSETTING WITH BOLLARDS ON THREE SIDES AS SHOWN. REFERTO ARCHITECTURAL DRAWINGS FOR BOLLARD DETAIL.2. CAP AND MARK FOR FUTURE CONNECTION. COORDINATE FINALLOCATION AND ELEVATION WITH PLUMBING CONTRACTOR. FINALCONNECTION BY PLUMBING CONTRACTOR.3. ABOVE GROUND ENCLOSURE FOR WATER METER ANDBACKFLOW.4. COMMUNICATION PEDESTAL.5. PROPOSED PRIVATE SANITARY MAINLINE.6. SANITARY TO BE SLEEVED BELOW SIGN FOUNDATION.7. ANY PRIVATE UTILITIES WITHIN PUBLIC RIGHT-OF-WAY AND/ORPUBLIC EASEMENTS WILL REQUIRE SEPARATE RIGHT-OF-WAYPERMIT(S) WITH ALL APPLICABLE REGULATORY AGENCIES.8. OVERHEAD ELECTRIC CABLE TO BE APPROVED BY ODOT.9. TELECOMMUNICATION DUCT BANK EXTENSION IN THE R/W BYUTILITY COMPANY. WORK TO BE COORDINATED WITH COMPANY.GENERAL NOTES:CODED NOTES:CCOMMUNICATION PEDESTALOVERHEAD ELECTRIC CABLEOHE XXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XP/LP/L P / L P / L P/ L P / L P/LP/LP/L P/L P/LP/LP/LP/LLA R/WLA R /W L A R /WLA R/WOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEApparent Encroachment 1:4' Wire FenceApprox. 2.0' into subject propertyIPINS #3IPINS #23/4" Iron Pipe FoundIron Pipe Capped'Bird & Bull, Inc.' FoundApparent Encroachment 1a:4' Wire FenceApprox. 20' into subject property371372373374375376377378379380381382383384385Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampCenterline of Construction (FRA-270-10.33N)12"SAN8"SAN8"SAN 8"SAN 8"SAN 8"SAN X X XXX XXGGGGGG8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8 "W 8 "W 8 "W 8 "W 8 "W 8 "W 8 "W8"W8"W8"W8"W8"W8"W4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN15"STM15"STM15"STM15"STM 15"STM 15"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM12"STM12"STM12"STM12"STM15"STM 12"STM12"STM12"STM 12"STM HOSPITAL AND MEDICAL OFFICE BUILDING12"STMPR. EXTENDED DRYDETENTION BASIN 68"W8"W8"W8"W8"W6"W6"W6"W6"W6"WFOBOPR. CHILLERSPR. GAS METERPR. BULKOXYGENSUPPLYPR. UNDERGROUNDFUEL OIL TANK14222222GG12"STM 12"STM12"ST M24"SAN4"SAN2CO12" S T M12"STM12"STME E EEE TTSEE EEEEEEEEOHEET T TTTT C205 206578AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANMATCH LINE SEE SHEET C2.01 MATCH LINE SEE SHEET C2.03C3.02UTILITY PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET30 60 90UTILITY LEGENDEXISTINGCOUNDERGROUND ELECTRIC LINEGAS LINESANITARY SEWERWATER LINEFIRE HYDRANTCLEAN OUTMANHOLEEGSANWWREFER TO SHEET TS1.00PROPOSEDUNDERGROUND TELECOMMUNICATION LINETTTRANSFORMERSWITCHGEARSLIGHT POLE (FOUNDATIONS TO MEET DUBLIN STANDARDS)BULK OXYGEN TANKBOUNDERGROUND FUEL OIL TANKFOX1. DIMENSIONS AND COORDINATES ARE FROM FACE OF CURB OR EXTERIOR FACE OF BUILDING, UNLESSOTHERWISE NOTED.2. EXTEND UTILITIES TO WITHIN 5' OF FACE OF BUILDING, UNLESS OTHERWISE NOTED. COORDINATE EXACTLOCATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.3. REFER TO SHEETS C2.01-C2.05 FOR STORM SEWER INFORMATION.4. MAINTAIN MINIMUM 4'-0" COVER OVER ALL WATERLINES.5. MAINTAIN MINIMUM 18" VERTICAL CLEARANCE FROM THE OUTSIDE OF ANY WATERLINE PIPE TO THEOUTSIDE OF ANY STORM OR SANITARY SEWER.6. PROVIDE THRUST BLOCKS OR RESTRAINED MECHANICAL JOINT PIPE AT EACH VALVE, TEE, FITTING, ORCHANGE IN DIRECTION OF WATERLINE.7. REFER TO CITY OF DUBLIN STANDARD DRAWINGS FOR TYPICAL FIRE HYDRANT INSTALLATION DETAILS.8. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWERARE PROHIBITED.9. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE PERFORMED UNTIL THE NEW LINES HAVE BEENSANITIZED AND ALL TESTS HAVE BEEN COMPLETED AS SPECIFIED BY THE CITY OF DUBLIN AND THESECONTRACT DOCUMENTS.10. ALL COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING.REFER TO SHEET TS1.00.11. WHERE PLANS PROVIDE FOR A PROPOSED UTILITY TO BE CONNECTED TO, OR CROSS OVER, OR UNDERAN EXISTING UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES ORUTILITIES, BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THE PROPOSED UTILITY. THESELOCATIONS ARE NOTED THUS: EXPOSE. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXPOSEDUTILITY DIFFERS FROM THE PLAN ELEVATION, RESULTS IN A CHANGE IN THE PLAN SEWER SLOPE, ORWILL INTERSECT AN EXISTING UTILITY AS SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIEDBEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED UTILITY WHICH WILL BEAFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS.12. SUPPORT AND PROTECT ALL UTILITIES EXPOSED DURING EXCAVATION AND TRENCHING.13. ANY REQUIRED WATERLINE SHUT-DOWNS SHALL BE COORDINATED WITH THE OWNER AND/OR THE CITY.1. GAS TAP, SERVICE LINE, AND METER BY COLUMBIA GAS. SITECONTRACTOR SHALL PROVIDE AND INSTALL GAS SERVICE LINEFROM METER SETTING TO BUILDING. PROTECT GAS METERSETTING WITH BOLLARDS ON THREE SIDES AS SHOWN. REFERTO ARCHITECTURAL DRAWINGS FOR BOLLARD DETAIL.2. CAP AND MARK FOR FUTURE CONNECTION. COORDINATE FINALLOCATION AND ELEVATION WITH PLUMBING CONTRACTOR. FINALCONNECTION BY PLUMBING CONTRACTOR.3. ABOVE GROUND ENCLOSURE FOR WATER METER ANDBACKFLOW.4. COMMUNICATION PEDESTAL.5. PROPOSED PRIVATE SANITARY MAINLINE.6. SANITARY TO BE SLEEVED BELOW SIGN FOUNDATION.7. ANY PRIVATE UTILITIES WITHIN PUBLIC RIGHT-OF-WAY AND/ORPUBLIC EASEMENTS WILL REQUIRE SEPARATE RIGHT-OF-WAYPERMIT(S) WITH ALL APPLICABLE REGULATORY AGENCIES.8. OVERHEAD ELECTRIC CABLE TO BE APPROVED BY ODOT.9. TELECOMMUNICATION DUCT BANK EXTENSION IN THE R/W BYUTILITY COMPANY. WORK TO BE COORDINATED WITH COMPANY.GENERAL NOTES:CODED NOTES:CCOMMUNICATION PEDESTALOVERHEAD ELECTRIC CABLEOHE X X X X X P/L P/L P/L P/LP/LP/LP/LP/LP/LP/L P/L P/LP/LP/L P/L P/LP/LP/LP/LP/L5.14'LA R/W R/W R/W R/W XXXMB6"Stm X 12"Stm12"Stm12"Stm12"Stm12"Stm12"Stm12"Stm12"Stm15"Stm 18"StmEE E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEBoard of Township Trustees ofPerry Township, Franklin County, Ohio0.309 Acres Per DB 3549, PG 352End ofLimitedAccessRight of WayApparent Encroachment 2:Gravel/Wood/Asphalt StockpilesApprox. 120' into subject propertyApparent Encroachment 5:Asphalt Parking Lot - Including bumperblocks landscaping, and curb linesApprox. 17' into Ingress/Egress EasementApparent Encroachment 4:Large Compost DumpstersApprox. 20' into subject propertyFCGS 77753/4" Iron Pipe FoundN 02°48'12" W, 0.27'Iron Pipe Capped'Bird & Bull, Inc.' FoundS 03°09'10" E, 0.48'Iron Pipe Capped'Bird & Bull, Inc.' Found3/4" Iron Pipe FoundS 11°34'06 " W 5 4 . 3 2 ' ( M )25.00'S 86°56'09" E 511.23'(D)S 87°03'56" E 515.01'(M)S 02°48'12" W 170.35'(M) 175.49(D) 25.29' 145.35'(M) 145.29'(D)IPIN #1BM #1IPIN #7Apparent Encroachment 3:Gravel Parking/ Staging AreaApprox. 118' into subject propertyS 86°50'54" E 149.17'S 08°01'09" W 4 2 7 . 3 1 ' ( D )246.96'(M) 248'(D)3/4" Iron Pipe FoundIron Pipe Capped'Bird & Bull, Inc.' FoundItem 25:0.265 Acre Ingress/Egress EasementPer Inst. 19990416009518312345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016216417133333438638738838939039139239312" - Dead12" - Dead15" - Dead12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"XXXESMTESMTX Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravelApparent Encroachment 6:Asphalt Parking Lot - Including sign,mailbox, landscaping, and curb linesApprox. 12' into Ingress/Egress AgreementPROPERTY LINE PROPERTY LINE 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W12"STM12"STM12"STM12"STM12"STM12"STM 12"STM12"STM24"STM12"STM 12"STM 12"STM 12"STM PR. RETENTIONPOND 712"STM12"STMPR. EXTENDEDDRY DETENTIONBASIN 512 " S T M 342222212"STM12"STM12"STM12"STM15"STM15"STM15"STM15"STM15"STM15"STM15"STM12"ST M 12"ST M 12"ST M 12"ST M 12"STM12"STM2E EET S E EEEEEEEE ETTT TTTTTTTTTT TTTTTT C207 18"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM18"STM12"STM12"STM12"STM24"STM12"STM 12"STM 12"STM 12"STM 12"STM12"STM12"STM12"STM12"STM12"STM 12"STM 12"STM 12"STMHOSPITAL AND MEDICAL OFFICE BUILDING5AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANMatch Line See Sheet C2.02MATCH LINE SEE SHEET C2.04 C3.03UTILITY PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFX1. DIMENSIONS AND COORDINATES ARE FROM FACE OF CURB OR EXTERIOR FACE OF BUILDING, UNLESSOTHERWISE NOTED.2. EXTEND UTILITIES TO WITHIN 5' OF FACE OF BUILDING, UNLESS OTHERWISE NOTED. COORDINATE EXACTLOCATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.3. REFER TO SHEETS C2.01-C2.05 FOR STORM SEWER INFORMATION.4. MAINTAIN MINIMUM 4'-0" COVER OVER ALL WATERLINES.5. MAINTAIN MINIMUM 18" VERTICAL CLEARANCE FROM THE OUTSIDE OF ANY WATERLINE PIPE TO THEOUTSIDE OF ANY STORM OR SANITARY SEWER.6. PROVIDE THRUST BLOCKS OR RESTRAINED MECHANICAL JOINT PIPE AT EACH VALVE, TEE, FITTING, ORCHANGE IN DIRECTION OF WATERLINE.7. REFER TO CITY OF DUBLIN STANDARD DRAWINGS FOR TYPICAL FIRE HYDRANT INSTALLATION DETAILS.8. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWERARE PROHIBITED.9. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE PERFORMED UNTIL THE NEW LINES HAVE BEENSANITIZED AND ALL TESTS HAVE BEEN COMPLETED AS SPECIFIED BY THE CITY OF DUBLIN AND THESECONTRACT DOCUMENTS.10. ALL COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING.REFER TO SHEET TS1.00.11. WHERE PLANS PROVIDE FOR A PROPOSED UTILITY TO BE CONNECTED TO, OR CROSS OVER, OR UNDERAN EXISTING UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES ORUTILITIES, BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THE PROPOSED UTILITY. THESELOCATIONS ARE NOTED THUS: EXPOSE. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXPOSEDUTILITY DIFFERS FROM THE PLAN ELEVATION, RESULTS IN A CHANGE IN THE PLAN SEWER SLOPE, ORWILL INTERSECT AN EXISTING UTILITY AS SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIEDBEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED UTILITY WHICH WILL BEAFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS.12. SUPPORT AND PROTECT ALL UTILITIES EXPOSED DURING EXCAVATION AND TRENCHING.13. ANY REQUIRED WATERLINE SHUT-DOWNS SHALL BE COORDINATED WITH THE OWNER AND/OR THE CITY.14. ANY PRIVATE UTILITIES (GAS, ELECTRIC, TELECOMMUNICATIONS, ETC.) WITHIN PUBLIC RIGHT-OF-WAYAND/OR PUBLIC EASEMENTS WILL REQUIRE SEPARATE RIGHT-OF-WAY PERMIT(S) WITH ALL APPLICABLEREGULATORY AGENCIES.1. GAS TAP, SERVICE LINE, AND METER BY COLUMBIA GAS. SITECONTRACTOR SHALL PROVIDE AND INSTALL GAS SERVICE LINEFROM METER SETTING TO BUILDING. PROTECT GAS METERSETTING WITH BOLLARDS ON THREE SIDES AS SHOWN. REFERTO ARCHITECTURAL DRAWINGS FOR BOLLARD DETAIL.2. CAP AND MARK FOR FUTURE CONNECTION. COORDINATE FINALLOCATION AND ELEVATION WITH PLUMBING CONTRACTOR. FINALCONNECTION BY PLUMBING CONTRACTOR.3. ABOVE GROUND ENCLOSURE FOR WATER METER ANDBACKFLOW.4. COMMUNICATION PEDESTAL.5. PROPOSED PRIVATE SANITARY MAINLINE.6. SANITARY TO BE SLEEVED BELOW SIGN FOUNDATION.8. OVERHEAD ELECTRIC CABLE TO BE APPROVED BY ODOT.9. TELECOMMUNICATION DUCT BANK EXTENSION IN THE R/W BYUTILITY COMPANY. WORK TO BE COORDINATED WITH COMPANY.GENERAL NOTES:CODED NOTES:0GRAPHIC SCALESCALE IN FEET30 60 90UTILITY LEGENDEXISTINGCOUNDERGROUND ELECTRIC LINEGAS LINESANITARY SEWERWATER LINEFIRE HYDRANTCLEAN OUTMANHOLEEGSANWWREFER TO SHEET TS1.00PROPOSEDUNDERGROUNDTELECOMMUNICATION LINETTTRANSFORMERSWITCHGEARSLIGHT POLE (FOUNDATIONS TOMEET DUBLIN STANDARDS)BULK OXYGEN TANKBOUNDERGROUND FUEL OIL TANKFOCCOMMUNICATION PEDESTALOVERHEAD ELECTRIC CABLEOHE AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LXXXXXXXXXX8"San18"Stm 18"Stm 18 " S t m 18 " S t m 12" S t m 12" S t m 12"Stm12"San 12"San 12 " S a n 12 " S a n 10"S a n 10"S a n 10"S a n 10"S a n 10"S a n 10"S a n 10"S a n 8"San8"San8"San8"San12 " W 12 " W 12" W 12" W 12" W 12"W 12"W E E E E E E E EEEEEEE30"StmOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE Remainder of Tract 3BM #2IPINS #63/4" Iron Pipe Found5/8" Iron Pipe FoundIron Pin Capped 'LeRoy 7664,Burgess & Niple' FoundMag Spike FoundPoint of Beginning1.126 Ac. ExceptionTract 4Lot 11 Lot 12 984.62' (M) 985.63' (D)EETRTR(re c ) (rec)(rec)(rec)EEEEEE(rec)(rec)10"San 10"San 10"San30"StmItem 24:Easement to City of DublinPer Inst. 201312170206131MAGS #5Evidence of Deteriorating Wire FenceItem 23:Easement for Utilitiesto City of DublinPer Inst. 201312170206129Item 17:50' Easement to Columbus &Southern Ohio Electric CompanyPer DB 1948, PG 2643353363373383393403413423433443453463473483493503513522"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"210+00 21 1 + 0 0 21 2 + 0 0 213 + 0 0 214+ 0 0 215+0 0 216+00 217+00 ESMT ESMT ESMT ESMT ESMT ESMT E S M T ES M T ES M T E m e r a l d P a r k w a y ( 1 0 0 ' W i d e ) (In s t . 2 0 1 0 1 2 2 9 0 1 7 7 9 2 9 )EX. SHAREDUSE PATHEX. SHAREDUSE PATHESMT ESMT ESMT ESMT ESMT ESMT 8"W12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8" W 8 "W 8 "W 8 "W 8"W 24" S T M 24"ST M 24"ST M 24"STM24"STM15"STM12"STM15"STM15"STM15"STM15"STM18 " S T M 12"STM12"STM12"STM24"STM24"STM24"STM24"STM24"STM24"STM24"STM2 4 " S TM 18"STM18"STM12"STM12"STM12"STM PR. EXTENDED DRYDETENTION 4PR. RETENTIONPOND 3PR. RETENTIONPOND 212"STM12"STM12"STM12"STM12"STM12"STM8"W8"W8"W8"W8"W8"W8"W8"W12"STM12"STM12"STM12"STM3PR. WELLPUMP15" S T M 15" S T M 4TTTTTTTTTTT C20020120224"STM24"STM24"STM24"STM24"STM24"STM24"STM567779C3.04UTILITY PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFMatch Line See Sheet C2.01Match Line See Sheet C2.030GRAPHIC SCALESCALE IN FEET30 60 90UTILITY LEGENDEXISTINGCOUNDERGROUND ELECTRIC LINEGAS LINESANITARY SEWERWATER LINEFIRE HYDRANTCLEAN OUTMANHOLEEGSANWWREFER TO SHEET TS1.00PROPOSEDUNDERGROUNDTELECOMMUNICATION LINETTTRANSFORMERSWITCHGEARSLIGHT POLE (FOUNDATIONS TO MEETDUBLIN STANDARDS)BULK OXYGEN TANKBOUNDERGROUND FUEL OIL TANKFOX1. DIMENSIONS AND COORDINATES ARE FROM FACE OF CURB OR EXTERIOR FACE OF BUILDING, UNLESSOTHERWISE NOTED.2. EXTEND UTILITIES TO WITHIN 5' OF FACE OF BUILDING, UNLESS OTHERWISE NOTED. COORDINATE EXACTLOCATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.3. REFER TO SHEETS C2.01-C2.05 FOR STORM SEWER INFORMATION.4. MAINTAIN MINIMUM 4'-0" COVER OVER ALL WATERLINES.5. MAINTAIN MINIMUM 18" VERTICAL CLEARANCE FROM THE OUTSIDE OF ANY WATERLINE PIPE TO THEOUTSIDE OF ANY STORM OR SANITARY SEWER.6. PROVIDE THRUST BLOCKS OR RESTRAINED MECHANICAL JOINT PIPE AT EACH VALVE, TEE, FITTING, ORCHANGE IN DIRECTION OF WATERLINE.7. REFER TO CITY OF DUBLIN STANDARD DRAWINGS FOR TYPICAL FIRE HYDRANT INSTALLATION DETAILS.8. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWERARE PROHIBITED.9. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE PERFORMED UNTIL THE NEW LINES HAVE BEENSANITIZED AND ALL TESTS HAVE BEEN COMPLETED AS SPECIFIED BY THE CITY OF DUBLIN AND THESECONTRACT DOCUMENTS.10. ALL COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETH ENGINEERING.REFER TO SHEET TS1.00.11. WHERE PLANS PROVIDE FOR A PROPOSED UTILITY TO BE CONNECTED TO, OR CROSS OVER, OR UNDERAN EXISTING UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES ORUTILITIES, BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THE PROPOSED UTILITY. THESELOCATIONS ARE NOTED THUS: EXPOSE. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXPOSEDUTILITY DIFFERS FROM THE PLAN ELEVATION, RESULTS IN A CHANGE IN THE PLAN SEWER SLOPE, ORWILL INTERSECT AN EXISTING UTILITY AS SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIEDBEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED UTILITY WHICH WILL BEAFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS.12. SUPPORT AND PROTECT ALL UTILITIES EXPOSED DURING EXCAVATION AND TRENCHING.13. ANY REQUIRED WATERLINE SHUT-DOWNS SHALL BE COORDINATED WITH THE OWNER AND/OR THE CITY.1. GAS TAP, SERVICE LINE, AND METER BY COLUMBIA GAS. SITECONTRACTOR SHALL PROVIDE AND INSTALL GAS SERVICE LINEFROM METER SETTING TO BUILDING. PROTECT GAS METERSETTING WITH BOLLARDS ON THREE SIDES AS SHOWN. REFERTO ARCHITECTURAL DRAWINGS FOR BOLLARD DETAIL.2. CAP AND MARK FOR FUTURE CONNECTION. COORDINATE FINALLOCATION AND ELEVATION WITH PLUMBING CONTRACTOR. FINALCONNECTION BY PLUMBING CONTRACTOR.3. ABOVE GROUND ENCLOSURE FOR WATER METER ANDBACKFLOW.4. COMMUNICATION PEDESTAL.5. PROPOSED PRIVATE SANITARY MAINLINE.6. SANITARY TO BE SLEEVED BELOW SIGN FOUNDATION.7. ANY PRIVATE UTILITIES WITHIN PUBLIC RIGHT-OF-WAY AND/ORPUBLIC EASEMENTS WILL REQUIRE SEPARATE RIGHT-OF-WAYPERMIT(S) WITH ALL APPLICABLE REGULATORY AGENCIES.8. OVERHEAD ELECTRIC CABLE TO BE APPROVED BY ODOT.9. TELECOMMUNICATION DUCT BANK EXTENSION IN THE R/W BYUTILITY COMPANY. WORK TO BE COORDINATED WITH COMPANY.GENERAL NOTES:CODED NOTES:CCOMMUNICATION PEDESTALOVERHEAD ELECTRIC CABLEOHE 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE4"G4"G4"G4"GP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LOHEOHE6"W 6"W 6"WR/WR/WR/WR/WR/WR/WR/WItem 22:Easement for to The Ohio BellTelephone CompanyPer OR 15343, PG A01Item 16:Easement for to Columbus andSouthern Ohio Electric CompanyPer DB 1438, PG 203Apparent Encroachment 7:12-Inch WaterlineFCGS 6656BM #3Mag Nail FoundIron Pipe FoundCapped 'Bird & Bull, Inc.'at 30.62'1/2" Iron Pipe Foundat 268.61'Point of Commencement35.053 AcresPoint of BeginningNew Survey - 32.053 Ac.5/8" Iron PinFoundProposed Right of Wayper Waterline Improvement19-023-CIP*No evidence of transferbeing executed*Bright Road (Width Varies)12"Stm12"Stm 12"StmΔ = 2°01'38"R = 1470.00'AL = 52.01'(M) 52.00'(D)CL = 52.01'(M) 52.00'(D)CB = N 79°44'38" EMTTPoint of BeginningTract 1 & 0.038 Ac.ExceptionIron Pin Capped 'LeRoy 7664,Burgess & Niple' Found17317417517617717817918018118218318418518618718818919819920020120220322122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133230"XXXXXX45+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+00ESMT IPINS #9R/WR/W15"STM15"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STM12"STMOHEOHEPR. EXTENDEDDRY DETENTIONBASIN 918"STM18"STM18"STM18"STM18"STM15"STM12"STM12"STM12"STM15"STM15"STM15"STM77AREA 4AREA 1AREA 2AREA 3AREA 5KEY PLANC3.05UTILITY PLANHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFMatch Line See Sheet C2.05X1. DIMENSIONS AND COORDINATES ARE FROM FACE OF CURB OR EXTERIOR FACE OF BUILDING,UNLESS OTHERWISE NOTED.2. EXTEND UTILITIES TO WITHIN 5' OF FACE OF BUILDING, UNLESS OTHERWISE NOTED.COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BYPLUMBING CONTRACTOR.3. REFER TO SHEETS C2.01-C2.05 FOR STORM SEWER INFORMATION.4. MAINTAIN MINIMUM 4'-0" COVER OVER ALL WATERLINES.5. MAINTAIN MINIMUM 18" VERTICAL CLEARANCE FROM THE OUTSIDE OF ANY WATERLINE PIPETO THE OUTSIDE OF ANY STORM OR SANITARY SEWER.6. PROVIDE THRUST BLOCKS OR RESTRAINED MECHANICAL JOINT PIPE AT EACH VALVE, TEE,FITTING, OR CHANGE IN DIRECTION OF WATERLINE.7. REFER TO CITY OF DUBLIN STANDARD DRAWINGS FOR TYPICAL FIRE HYDRANT INSTALLATIONDETAILS.8. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THESANITARY SEWER ARE PROHIBITED.9. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE PERFORMED UNTIL THE NEW LINESHAVE BEEN SANITIZED AND ALL TESTS HAVE BEEN COMPLETED AS SPECIFIED BY THE CITY OFDUBLIN AND THESE CONTRACT DOCUMENTS.10. ALL COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY KORDA/NEMETHENGINEERING. REFER TO SHEET TS1.00.11. WHERE PLANS PROVIDE FOR A PROPOSED UTILITY TO BE CONNECTED TO, OR CROSS OVER,OR UNDER AN EXISTING UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THEEXISTING PIPES OR UTILITIES, BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THEPROPOSED UTILITY. THESE LOCATIONS ARE NOTED THUS: EXPOSE. IF IT IS DETERMINEDTHAT THE ELEVATION OF THE EXPOSED UTILITY DIFFERS FROM THE PLAN ELEVATION,RESULTS IN A CHANGE IN THE PLAN SEWER SLOPE, OR WILL INTERSECT AN EXISTING UTILITYAS SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIED BEFORE STARTINGCONSTRUCTION OF ANY PORTION OF THE PROPOSED UTILITY WHICH WILL BE AFFECTED BYTHE VARIANCE IN THE EXISTING ELEVATIONS.12. SUPPORT AND PROTECT ALL UTILITIES EXPOSED DURING EXCAVATION AND TRENCHING.13. ANY REQUIRED WATERLINE SHUT-DOWNS SHALL BE COORDINATED WITH THE OWNER AND/ORTHE CITY.1. GAS TAP, SERVICE LINE, AND METER BY COLUMBIA GAS. SITECONTRACTOR SHALL PROVIDE AND INSTALL GAS SERVICE LINE FROMMETER SETTING TO BUILDING. PROTECT GAS METER SETTING WITHBOLLARDS ON THREE SIDES AS SHOWN. REFER TO ARCHITECTURALDRAWINGS FOR BOLLARD DETAIL.2. CAP AND MARK FOR FUTURE CONNECTION. COORDINATE FINAL LOCATIONAND ELEVATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BYPLUMBING CONTRACTOR.3. ABOVE GROUND ENCLOSURE FOR WATER METER AND BACKFLOW.4. COMMUNICATION PEDESTAL.5. PROPOSED PRIVATE SANITARY MAINLINE.6. SANITARY TO BE SLEEVED BELOW SIGN FOUNDATION.7. ANY PRIVATE UTILITIES WITHIN PUBLIC RIGHT-OF-WAY AND/OR PUBLICEASEMENTS WILL REQUIRE SEPARATE RIGHT-OF-WAY PERMIT(S) WITH ALLAPPLICABLE REGULATORY AGENCIES.8. OVERHEAD ELECTRIC CABLE TO BE APPROVED BY ODOT.9. TELECOMMUNICATION DUCT BANK EXTENSION IN THE R/W BY UTILITYCOMPANY. WORK TO BE COORDINATED WITH COMPANY.GENERAL NOTES:CODED NOTES:0GRAPHIC SCALESCALE IN FEET30 60 90UTILITY LEGENDEXISTINGCOUNDERGROUND ELECTRIC LINEGAS LINESANITARY SEWERWATER LINEFIRE HYDRANTCLEAN OUTMANHOLEEGSANWWREFER TO SHEET TS1.00PROPOSEDUNDERGROUND TELECOMMUNICATION LINETTTRANSFORMERSWITCHGEARSLIGHT POLE (FOUNDATIONS TO MEET DUBLIN STANDARDS)BULK OXYGEN TANKBOUNDERGROUND FUEL OIL TANKFOCCOMMUNICATION PEDESTALOVERHEAD ELECTRIC CABLEOHE Private Sanitary Sewer ProfileScale: 1"=30' Horiz. 1"=5' Vert.8708758808858908959009059109150+001+002+003+004+005+006+007+008+009+0010+00215' ~ 12" @ 0.45%113' ~ 12" @ 0.45%TC 894.90 102TC 893.90 101+46, MANHOLE PER STD. DWG. SA-01 INV. 12" N 887.39 INV. 12" SE 887.49 +04, MANHOLE PER STD.DWG. SA-01INV. 12" NW 884.22INV. 12" S 886.75 TC 896.18 100TC 901.09 104TC 905.00 105+00, MANHOLE PER STD.DWG. SA-01INV. 12" SE 882.16INV. 12" SW 873.11INV. 10" NE 873.24 +75, MANHOLE PER STD. DWG. SA-01 INV. 12" NW 889.70 INV. 12" E 894.39 +04, MANHOLE PER STD. DWG. SA-01 INV. 12" W 895.42 INV. 12" NE 895.52 167' ~ 12" @ 0.45%229' ~ 12" @ 0.45%142' ~ 12" @ 0.45%204' ~ 12" @ 1.01%TC 896.70 103+59, MANHOLE PER STD. DWG. SA-01 INV. 12" NW 888.00 INV. 12" SE 888.73 Ex. LInv. Elev. UnknownEx. EInv. +/-886.75Ex. LInv. Elev. UnknownEx. 12" W℄ Elev. UnknownPr. 24" STMInv. 890.29Pr. 18" STMInv. 891.87Pr. 12" STMInv. 900.29Pr. 12" STMInv. 892.76Ex. 12" STMInv. 885.01 +/-18" 18" 18" 18" MIN PROPOSED GRADEEXISTING GROUND87087588088589089590090591091510+0011+0012+0013+00TC 905.42 106+71, MANHOLE PER STD.DWG. SA-01INV. 12" SW 896.27INV. 12" N 896.37 TC 905.65 107+44, MANHOLE PER STD.DWG. SA-01INV. 12" S 897.15 173' ~ 12" @ 0.45%167' ~ 12" @ 0.45%C3.06UTILITY PROFILEHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFMatch Line Station 10+00 Match Line Station 10+00 C3.07UTILITY DETAILSHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMFD+1'LIMITING LINES FOR EXCAVATIONDBOTTOM OF TRENCH6"L OF GAS LINEC6" TOPSOILEX.GROUND2'-0"COVER (MIN.)12"12"BACKFILL PER CMSCITEM 912TRACER WIRE PERSECTION 33 63 113" WIDE DETECTABLEUNDERGROUND WARNINGTAPE (18" ABOVETOP OF PIPE)PAVEMENT BUILDUPCOMPACTED SUBGRADE,CMSC ITEM 204SECTION INLAWN AREASSECTION WITHPAVEMENTREPLACEMENTBEDDING TO BESAND PER ITEM*CMS ITEM 703.11*AREA DISTURBED BYCONSTRUCTIONDETAILTYPICAL GAS LINE TRENCHN.T.S.ASAWCUTFULL DEPTHEX.PAVEMENT℄L AAD 383622238.78.73.33.53.5181616202323VCFD"L"L" D"VCF12"8"3"4"6"3"4"6"8"12"16"12109866567812160.50.50.50.50.60.81111108688912160.80.80.70.80.818181814121212161.91.91.92.0VCFD"L"L" D"VCFL" D"VCFBRANCHRUNSTEEL WILL BE USED AS REQUIRED BY THE ENGINEER.SECTION A-APLAN VIEW4" MAX.PIPE DIA. +2'20"24"11920241.91.9 151820243.33.5353024288.78.73049VCFD"L"L" D" VCF20"16"4246323614.013.66054384226.526.3VCFD"L"24"684845.413.6CLASS CCONCRETEDETAILBACKING FOR TEESN.T.S.BNOTES:1. BACKER DESIGNED FOR 3000 PSF SOIL BEARING.2. CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH.3. PROVIDE CLEARANCE FOR REMOVAL OF BOLTS.AALD 4" MAX.AALL VC.F.D"L"VC.F.D"L"VC.F.D"L"L" D" VC.F.10.74.01.70.60.3181195432251814106.82.71.40.60.3181285436242014103.61.40.70.40.2149754241612961.80.70.50.20.112864314985412"8"6"4"3"STEEL WILL BE USED AS REQUIRED BY ENGINEERDEGREE OF BENDSIZEOFPIPE11-1/4°22-1/2°45°90°BENDS LESS THAN 90°90° BENDSSECTION A-A25.6264113.432366.718323.4161816"DETAILBACKING FOR BENDS [HORIZONTAL & VERTICAL SAG]N.T.S.CCLASS CCONCRETENOTES:1. BACKER DESIGNED FOR 3000 PSF SOIL BEARING.2. CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH.3. PROVIDE CLEARANCE FOR REMOVAL OF BOLTS.INSIDE MHWALLINSIDE MHWALLINSIDE MHWALLD1 D1 D15"MIN.5"MIN.6"8"OUTSIDE DROP(HALF SECTION)OUTSIDE DROP(HALF SECTION)INSIDE DROP(HALF SECTION)PIPE DIAMETERD1 D28" 8"10" 8"12" 8"15" 10"18" 10"21" 12"24" 12"NOTES:1. HEIGHT OF DROP PIPE IS TO BE AS SHOWN ON THE PLANS OR WILL BEDETERMINED AT THE TIME OF CONSTRUCTION.2. WHERE CALLED FOR, AND UNLESS OTHERWISE REQUIRED BY THE PLANS,THE OUTSIDE DROP WILL BE CONSTRUCTED WITH NEW MANHOLES.3. MATERIALS FOR THE TEE, DROP PIPE AND BEND SHALL BE OF ONE TYPEAND ONE OF THE FOLLOWING - INSIDE DROP: CAST IRON, ABS SOLID WALLOR PVC. OUTSIDE DROP: C.I. SOIL, ABS SOLID WALL OR PVC.4. OUTSIDE DROP PIPES REQUIRE A 5" THICK (MINIMUM) ODOT ITEM 499 CLASSQC1 CONCRETE ENCASEMENT ON THREE SIDES OF PIPE AND TIED TOMANHOLE WALL WITH 5/8" - "U" RODS X 6" LONG @ 12".D2 (ONEPIECEVARIABLELENGTH)TWO (2) CASTIRON SPLITSLEEVES FORCLAMPS WITH 3/4"MONEL METALANCHOR BOLTS45° BENDCHANNEL, ODOTITEM 499 CLASSQC1 CONCRETEODOT ITEM 499CLASS QC1CONCRETEAFTER DROPHAS BEENCLAMPEDIN PLACED1xD1xD2 TEECHANNEL, ODOTITEM 499 CLASS QC1CONCRETEODOT ITEM 499CLASS QC1CONCRETED1xD1xD2 TEE45° BENDODOT ITEM499 CLASS QC1CONCRETED2ODOT ITEM 499CLASS QC1CONCRETECHANNEL,ODOT ITEM 499CLASS QC1CONCRETEODOT ITEM499 CLASSQC1CONCRETE45° BENDD2D1xD1xD2 TEEDETAILINSIDE & OUTSIDE DROP FOR MANHOLESN.T.S.D6"8" Sawmill Road (CR 70) (Width Varies)XXXXXXXXXXXXXXXXXXXXXXX X X X XP/L P / L P/ L P/L P/L P/L P/L P/LP/LP/LP/L P/LP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LTract 1 - 3.978 Acres (D)Tract 3 - 1 Acre (D)Tract 2 - 29.178 Acres (D)Tract 4 - 2.000 Acres (D)LA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W XXXXXXMBR/WR/WR/WLot 11Lot 12 Lot 11Lot 12984.62' (M) 985.63' (D)LA R/W12345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016116216316416516616716816917017117317417517617717817918018118218318418518618718818919019119319419819920020120220321521621721821922022122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133233333433533633733833934034134234334434534634734834935035135235335435535635735835936036136236436336536636736836937037137237337437537637737837938038138238338438538638738838939039139239312" - Dead12" - Dead15" - Dead30"12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"XXXXCenterline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)39+41.4940+0041+0042+0042+27.5243+0044+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+0053+0054+0055+0055+52.19207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00 219+99.99220+00 220+71.57 24"24"6"6"EX. SHAREDUSE PATHEX. SHAREDUSE PATHXX XSawmill Road (CR 70) (Width Varies) Emerald Parkway (100' Wide)Bright Road (Width Varies)Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampEmerald Parkway (100' Wide)LOADING DOCKSITE WALLSITE WALLHELISTOPPR. SIGNPR. SIGNAMBULANCEDROP OFFLANEDROP OFF LANEMOB DELIVERY LANE(SMALL TRUCKDELIVERIES EXPECTED)PR. DUMPSTERPR. SIGNAMBULANCE ANDDELIVERY LANEMAIN DRIVEENTRANCESTAFF DRIVEENTRANCEPR. SIGNHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHN O T F O RCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET60 120 180LEGENDTRUCK OVERHANGREAR WHEEL PATHFRONT WHEEL PATHAMBULANCEAUTOTURNEXHIBITC4.00 Sawmill Road (CR 70) (Width Varies)XXXXXXXXXXXXXXXXXXXXXXX X X X XP/L P / L P/ L P/L P/L P/L P/L P/LP/LP/LP/L P/LP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LTract 1 - 3.978 Acres (D)Tract 3 - 1 Acre (D)Tract 2 - 29.178 Acres (D)Tract 4 - 2.000 Acres (D)LA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W XXXXXXMBR/WR/WR/WLot 11Lot 12 Lot 11Lot 12984.62' (M) 985.63' (D)LA R/W12345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016116216316416516616716816917017117317417517617717817918018118218318418518618718818919019119319419819920020120220321521621721821922022122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133233333433533633733833934034134234334434534634734834935035135235335435535635735835936036136236436336536636736836937037137237337437537637737837938038138238338438538638738838939039139239312" - Dead12" - Dead15" - Dead30"12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"XXXXCenterline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)39+41.4940+0041+0042+0042+27.5243+0044+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+0053+0054+0055+0055+52.19207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00 219+99.99220+00 220+71.57 Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravelEX. SHAREDUSE PATHEX. SHAREDUSE PATHXX XSawmill Road (CR 70) (Width Varies) Emerald Parkway (100' Wide)Bright Road (Width Varies)Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampEmerald Parkway (100' Wide)LOADING DOCKSITE WALLSITE WALLHELISTOPPR. SIGNPR. SIGNAMBULANCEDROP OFFLANEDROP OFF LANEMOB DELIVERY LANE(SMALL TRUCKDELIVERIES EXPECTED)PR. DUMPSTERPR. SIGNAMBULANCE ANDDELIVERY LANEHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHN O T F O RCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET60 120 180LEGENDTRUCK OVERHANGREAR WHEEL PATHFRONT WHEEL PATHDELIVERY TRUCKAUTOTURNEXHIBITC4.01 XXXXXXXXXXP/LP/LP/L P / L P / L LA R /WHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET20 40 60DELIVERY LOADING DOCKLEGENDTRUCK OVERHANGREAR WHEEL PATHFRONT WHEEL PATHDELIVERY TRUCKAUTOTURNEXHIBITC4.02 Sawmill Road (CR 70) (Width Varies)XXXXXXXXXXXXXXXXXXXXXXX X X X XP/L P / L P/ L P/L P/L P/L P/L P/LP/LP/LP/L P/LP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LTract 1 - 3.978 Acres (D)Tract 3 - 1 Acre (D)Tract 2 - 29.178 Acres (D)Tract 4 - 2.000 Acres (D)LA R/W LA R/WLA R /W L A R /WLA R/WLA R/WLA R/WR/W R/W R/W XXXXXXMBR/WR/WR/WLot 11Lot 12 Lot 11Lot 12984.62' (M) 985.63' (D)LA R/W12345678910111214131516232627282930323536373839404142434445464748495051525354555657585960616263646566676869707173838485868788899091929394959697989910010110210310610710810911011111211311411511611711812512612712812913013113213313413513613713813914014114214314414714814915015115215317215916016116216316416516616716816917017117317417517617717817918018118218318418518618718818919019119319419819920020120220321521621721821922022122222322422522622722822923023123223323623723823924024124224324925025125225325425525625725825926927027127227327427527627727827928028128228328428528628728828929029129229329429529629930030130230330630730830931031131431531631731831932032132232933033133233333433533633733833934034134234334434534634734834935035135235335435535635735835936036136236436336536636736836937037137237337437537637737837938038138238338438538638738838939039139239312" - Dead12" - Dead15" - Dead30"12"10"6"8"8"12"12"10"10"10"6"6"4"2"1"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"XXXXCenterline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N) Centerline of Construction (FRA-270-10.33N) Centerline of Survey (FRA-270-10.33N)39+41.4940+0041+0042+0042+27.5243+0044+0045+0046+0047+0047+30.6848+0048+64.1349+0050+0050+61.3551+0052+0053+0054+0055+0055+52.19207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 PT STA.218+93.26PT STA.218+93.26219+00 219+99.99220+00 220+71.57 Gas PumpKeypadAbove GroundGas Tank8' Wood Fence1" Conduit24"24"6"6"Wood StepsBumper BlocksMulchFlowerBedGravelEX. SHAREDUSE PATHEX. SHAREDUSE PATHXX XSawmill Road (CR 70) (Width Varies) Emerald Parkway (100' Wide)Bright Road (Width Varies)Sawmill Road (CR 70) (Width Varies)Sawmill Road to I-270 West RampEmerald Parkway (100' Wide)MEDICAL OFFICEBUILDINGMEDICAL OFFICEBUILDINGR150'-0 " ( T Y P )HOSPITALLOADING DOCKHELISTOPAMBULANCEDROP OFFER DROP OFFHOSPITAL MAIN DROP OFFMEDICAL OFFICEBUILDING DROP OFFEMERALDPARKWAYDRIVEAMBULANCE ANDDELIVERY DRIVESAWMILLROADDRIVEBRIGHTROADDRIVE5 5 ' - 2 "FDCFIRE HYDRANTHGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHN O T F O RCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET60 120 180FIRE TRUCK SPECIFICATIONSOVERALL LENGTH = 47'WHEEL BASE = 22'-4"OVERALL WIDTH = 9'-6"WHEEL BASE WIDTH = 8'-3"FRONT BUMPER TO CENTER OF FRONT AXLE = 6'-7"LEGENDTRUCK OVERHANGREAR WHEEL PATHFRONT WHEEL PATH150' RADIUSFIRE TRUCKAUTOTURNEXHIBITC4.03 Drop Off Lane (9')Drive Lane (14')Drive Lane (14')P/LP/LP/LP/LP/LP/LP/LP/LP/LP/L984.62' (M) 985.63' (D)2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"210+00 211+00 212+00 213+00 214+ 0 0EX. SHAREDUSE PATHEX. SHAREDUSE PATHEmerald Parkway(100' Wide) Dro p O f f L a n e ( 9 ' ) Driv e L a n e ( 1 2 ' ) Driv e L a n e ( 1 2 ' )Drop Off Lane (9')Drive Lane (12')HGA NO:DATE:NODESCRIPTION DATEMOUNT CARMELHEALTHSYSTEM-DUBLINHOSPITALDUBLIN HEALTHCAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETFEBRUARY 11, 20221927-004-00KEYPLANAREA AAREA BAREA D AREA CNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED INTERIOR DESIGNER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS - NORTH WEST HEALTH CAMPUS PUD SUBMISSIONNOT FORCONSTRUCTIONCONCEPTUAL DESIGNSCHEMATICSDESIGN DEVELOPMENTWORKING DRAWINGSFOR REVIEWPROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0017GJWGJWCMF0GRAPHIC SCALESCALE IN FEET20 40 60FIRE TRUCKAUTOTURNEXHIBITFIRE TRUCK SPECIFICATIONSOVERALL LENGTH = 47'WHEEL BASE = 22'-4"OVERALL WIDTH = 9'-6"WHEEL BASE WIDTH = 8'-3"FRONT BUMPER TO CENTER OF FRONT AXLE = 6'-7"LEGENDEMERALD PARKWAY DRIVE ENTRANCESHOSPITAL ENTRANCES (ER AND MAIN ENTRANCE)MEDICAL OFFICE BUILDING ENTRANCETRUCK OVERHANGREAR WHEEL PATHFRONT WHEEL PATHC4.04 HGA NO:DATE:NODESCRIPTIONDATEMOUNT CARMEL HEALTH SYSTEM-DUBLIN HOSPITALDUBLIN HEALTH CAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPRELIMINARY DEVELOPMENT PLANFEBRUARY 11, 20221927-004-00CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/ TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS – NORTH WEST HEALTH CAMPUS PUD SUBMISSION3/30/2022 5:06:01 PMBIM 360://Mount Carmel HS - Dublin Hospital/LAND_MCHS Dublin_central_v21.rvtL0.00FULL BUILD -SITE PLANRENDERINGAuthor0'15'30'60'STAFF PARKINGMOB + STAFF PARKINGHOSPITAL PARKINGEMERALD PARKWAY LANDSCAPEMAIN ENTRYSAWMILL ACCESSHELISTOPED PARKINGEMERALD PARKWAY LANDSCAPECAMPUS DRIVEC A M P U S D R IV ECOMMUNITYWELLNESS GREENEDED ARRIVALHIGHWAY BUFFER LANDSCAPEONCOLOGYPARKINGONCOLOGY GARDENSTAFF GREENMOB ARRIVALMAIN ARRIVALCHAPELEMERGENCY ACCESS DRIVEAMBULANCE DROP-OFFSERVICE YARDEMERGENCY ACCESS DRIVESAWMILL GATEWAYLANDSCAPESAWMILL ROADEMERALD PKWYBRIGHT ROAD HGA NO:DATE:NODESCRIPTIONDATEMOUNT CARMEL HEALTH SYSTEM-DUBLIN HOSPITALDUBLIN HEALTH CAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPRELIMINARY DEVELOPMENT PLANFEBRUARY 11, 20221927-004-00CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/ TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS – NORTH WEST HEALTH CAMPUS PUD SUBMISSION3/31/2022 12:01:20 PMBIM 360://Mount Carmel HS - Dublin Hospital/LAND_MCHS Dublin_central_v21.rvtL0.01PHASE 1 - SITEPLANRENDERINGAuthor0'15'30'60'STAFF PARKINGMOB + STAFF PARKINGHOSPITAL PARKINGEMERALD PARKWAY LANDSCAPEMAIN ENTRYSAWMILL ACCESSHELISTOPED PARKINGEMERALD PARKWAY LANDSCAPECAMPUS DRIVEC A M P U S D R IV ECOMMUNITYWELLNESS GREENEDED ARRIVALHIGHWAY BUFFER LANDSCAPEONCOLOGYPARKINGONCOLOGY GARDENSTAFF GREENMOB ARRIVALMAIN ARRIVALCHAPELEMERGENCY ACCESS DRIVEAMBULANCE DROP-OFFSERVICE YARDEMERGENCY ACCESS DRIVESAWMILL GATEWAYLANDSCAPESAWMILL ROADEMERALD PKWYBRIGHT ROAD 0403MAIN ARRIVALHELISTOPLOADING DOCK + UTILITY YARDAMBULANCEDROP-OFFM O B HOSPITALFUTURE MOBELECTRIC EASEMENTELECTRIC EASEMENTELECTRIC EASEMENTELECTRIC EASEMENTEMERALD PARKWAY LANDSCAPEEMERALD PARKWAYBRIGHT ROADSAWMILL ROADMOB ARRIVAL050102MOB + STAFF PARKINGHOSPITAL PARKINGSTAFF PARKINGFUTURE MOB PARKINGED PARKINGEMERALD PARKWAY LANDSCAPEEMERALD PARKWAY LANDSCAPEMAIN ENTRYSAWMILL ACCESSBRIGHT ROAD ENTRYONCOLOGY PARKINGSAWMILL GATEWAY LANDSCAPESTAFF GREENCOMMUNITY WELLNESSGREENONCOLOGY GARDENEDCHAPELED ARRIVALEMERGENCY ACCESS DRIVEEMERGENCY ACCESS DRIVECAMPUS DRIVECAM PUS DRIVEHIGHWAY BUFFER LANDSCAPEHIGHWAY BUFFER LANDSCAPEBRIGHT ROAD ACCESS DRIVE137'ACCEPTABLE TREE LIST Scientific Name Common NameEvergreenShrubs:• Buxus microphylla Little Leaf Boxwood• Buxus sempervirens Common Boxwood• Chamaecyparis obtusa Falsecypress• Ilex glabra 'Chamzin' Nordic Holly• Ilex x meserveae Blue Holly• Juniperis chinensis (many cultivars) Chinese Juniper• Juniperis scopulorum (many cultivars) Rocky Mountain Juniper• Taxus cupsidata ‘Capitata’ Pyramidal Japanese Yew• Taxus x media (many cultivars) Media Yew• Thuja occidentalis (many cultivars) Dark Green ArborvitaeTrees:• Abies concolor White Fir• Picea abies Norway Spruce• Picea glauca White Spruce• Picea omorika Serbian Spruce• Picea pungens Colorado Spruce• Pseudotsuga menziesii Douglas Fir• Tsuga canadensis Canadian HemlockDeciduousLarge Trees:• Acer x freemani Freemani Maple• Acer saccharum Sugar Maple• Betula x ‘Avalzam’ Avalzam Birch• Carpinus betulus European Hornbeam• Celtis laevigata Sugar Hackberry• Celtis occidentalis ‘Prairie Pride’ Prairie Pride Hackberry• Ceridiphyllum japonicum Katsuratree• Eucommia ulmoides Hardy Rubber Tree• Ginkgo biloba Ginkgo (male) • Gleditsia triacanthos var. inermis Thornless Honeylocust • Gymnocladusdioicus Kentucky Coffeetree• Lyquidamber styraciflua Sweetgum• Liriodendron tulipifera Tuliptree, Yellow Poplar• Metasequoia glyptostroboides Dawn Redwood• Platanus x acerifolia London Planetree• Quercus acutissima Sawtooth Oak• Quercus bicolor Swamp White Oak• Quercus coccinea Scarlet Oak• Quercus imbricaria Shingle Oak• Quercus macrocarpa Bur Oak• Quercus rubra Red Oak• Quercus shumardii Shumard Oak• Sophora japonica Japanese Pagodatree• Taxodium distichum Common Baldcypress• Tilia americana American Linden• Tilia tomentosa Silver Linden• Ulmus x spp Elm species• Zelkova serrata Japanese ZelkMedium Trees• Betula platyphylla var. japonica Whitespire, Heritage Birch• Cladrastis lutea American Yellowwood• Corylus colurna Turkish Filbert• Koelreuteria paniculata Goldenraintree• Nyssa sylvatica Black Gum• Phellodendron amurense Amur CorktreeSmall Trees• Acer buergerianum Trident Maple• Amelanchier x grandifolia Apple Serviceberry• Amelanchier laevis Allegheny Serviceberry• Chionanthus vurginicus White Fringetree• Cornus kousa Kousa Dogwood• Cornus mas Corneliancherry Dogwood• Crataegus crusgalli var. inermis Thorneless Hawthorn• Crataegus punctata var. inermis ‘Ohio Pioneer’ Hawthorn• Crataegus viridis ‘Winter King’ Hawthorn• Malus species Crabapple• Ostrya virginiana American Hophornbeam• Prunus serrulata ‘Kwanzan’ Cherry• Prunus virginiana ‘Canada Red Select’ or ‘Schubert’ CherryHGA NO:DATE:NODESCRIPTIONDATEMOUNT CARMEL HEALTH SYSTEM-DUBLIN HOSPITALDUBLIN HEALTH CAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPRELIMINARY DEVELOPMENT PLANFEBRUARY 11, 20221927-004-00CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/ TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS – NORTH WEST HEALTH CAMPUS PUD SUBMISSION3/30/2022 5:22:59 PMBIM 360://Mount Carmel HS - Dublin Hospital/LAND_MCHS Dublin_central_v21.rvtL100OVERALLLANDSCAPEPLANAuthor0'40'80'160' FUTURE MOBP2P2P4P7P4P4P1P2P4P2P2P6P5EMERGENCY ACCESS DRIVEEMERGENCY ACCESS DRIVEELECTRIC EASEMENTELECTRIC EASEMENTCAMPUS LOOP DRIVEEMERALD PARKWAYHIGHYWAY BUFFER LANDSCAPEP1P4P1P2P5P5P1P1P4P4P4P2P2PXPXP2P5P2P1P5P1P1P4P7P7P1P2MATCHLINE - L104MATCHLINE -L102PXP5P2P1P1P1P3P5P1P1P1P1P7P1P4P44'2'4'P1P4P7P1BIKE RACKSMATCHLINE -L101MATCHLINE - L104MATCHLINE - L101FUTURE STORMWATER BASIN(REFER CIVIL)STORMWATER BASIN(REFER CIVIL)FUTURE MOB PARKINGHOSPITAL PARKINGMATCHLINE - L101MATCHLINE -L102MATCHLINE -L101MATCHLINE - L104EXISTING TREETREE - DECIDUOUS, SHADELAWNLAWN - NO-MOWEVERGREEN SCREENINGHEDGE, TBDNATIVE MEADOW MIX, TBDORNAMENTAL GRASS, TBDP1P2P4P5P6STORMWATER BASINPERENNIALSP3PERENNIALS, TBDP7TREE - EVERGREEN, TBDPLANTING LEGENDTREE - DECIDUOUS, ORNAMENTAL1. SECURE PLANT MATERIAL AS SPECIFIED ON PLANS. SUBSTITUTIONS FOR PLANT MATERIALS WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT.2. PROVIDE PLANT SAMPLES OR PHOTOGRAPHS OF EACH PLANT SPECIFIED TO THE LANDSCAPE ARCHITECT FOR COMPLIANCE REVIEW PRIOR TO INSTALLATION.3. PROTECT PLANT MATERIAL DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALLS, TRUNKS, BRANCHES AND THE DESICCATION OF LEAVES. PROTECT PLANT MATERIAL DURING SHIPPING WITH SHADE CLOTH OR SHIP WITH ENCLOSED TRANSPORT. MAINTAIN PROTECTIONS AND HEALTH OF PLANT MATERIAL STORED ON SITE. HANDLE TREES WITH NYLON STRAPS. NO CHAINS OR CABLES WILL BE ALLOWED. REMOVE UNACCEPTABLE PLANT MATERIAL IMMEDIATELY FROM THE SITE.4. PLANT MATERIAL DELIVERED TO THE SITE IS SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT BEFORE, DURING AND AFTER INSTALLATION.5. VERIFY PLANTING PRODUCTS, PLANT MATERIAL, AND PLANT QUANTITIES DELIVERED TO THE SITE MATCH WHAT IS INDICATED ON THE PLANS AND SPECIFICATIONS.6. STAKE BED LINES AND TREE LOCATIONS FOR THE LANDSCAPE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. PLANTING PROCEDURES ARE SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT AND THE CONTRACTOR SHALL CORRECT ANY DEFICIENCIES FOUND AT NO ADDITIONAL COST TO THE OWNER.7. REFER TO THE PLANTING DETAILS FOR MINIMUM SIZE AND WIDTH OF PLANTING PITS AND BEDS, GUYING AND STAKING, MULCHING, AND OTHER PLANTING REQUIREMENTS.8. ROOT BALLS SHALL CONFORM TO THE SIZE STANDARDS SET FORTH IN “AMERICAN STANDARDS FOR NURSERY STOCK”.9. TEST FILL EACH TREE AND PLANTING PIT WITH WATER, PRIOR TO PLANTING TO ASSURE PROPER SOIL PERCOLATION. PITS WHICH DO NOT ADEQUATELY DRAIN SHALL BE FURTHER SCARIFIED ALONG OUTER EDGES AND SIDES OF PIT. DO NOT DISTURB AREA SUPPORTING TREE BALL. REPEAT TEST. ALLOWANCES WILL NOT BE MADE FOR PLANT MATERIAL LOSS DUE TO IMPROPER DRAINAGE.10. PLANT MATERIALS, INCLUDING RELOCATED PLANT MATERIAL, SHALL BE PLANTED IN A PROFESSIONAL MANNER TYPICAL TO THE INDUSTRY STANDARDS OF THE AREA TO ASSURE COMPLETE SURVIVABILITY OF PLANT MATERIALS AS WELL AS TO PROVIDE AN AESTHETICALLY APPROVED PROJECT.11. REMOVE PLANTING AND LANDSCAPE DEBRIS FROM THE PROJECT SITE AND SWEEP AND WASH CLEAN PAVED AND FINISHED SURFACES AFFECTED BY THE LANDSCAPE INSTALLATION.12. PLANTING AREAS SHALL BE WEED FREE PRIOR TO PLANTING INSTALLATION AND MAINTAINED WEED FREE THROUGH FINAL ACCEPTANCE.PLANTING NOTESHGA NO:DATE:NODESCRIPTIONDATEMOUNT CARMEL HEALTH SYSTEM-DUBLIN HOSPITALDUBLIN HEALTH CAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPRELIMINARY DEVELOPMENT PLANFEBRUARY 11, 20221927-004-00CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/ TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS – NORTH WEST HEALTH CAMPUS PUD SUBMISSION3/18/2022 1:47:28 AMBIM 360://Mount Carmel HS - Dublin Hospital/LAND_MCHS Dublin_central_v21.rvtL101LANDSCAPEPLAN 01Author0'15'30'60' MAIN ARRIVAL PLAZAHELISTOPED ARRIVALUTILITY YARD + LOADING DOCKAMBULANCEDROP-OFFHOSPITALP7P4P6STORMWATER BASINREFER CIVILLANDFORMLANDFORMEMERGENCY ACCESS DRIVEWELCOME GARDENSTAFF GARDENLANDFORMSAWMILL ROADEMERGENCY ACCESS DRIVESAWMILL GATEWAY LANDSCAPEHIGHWAY BUFFER LANDSCAPELANDFORMP7P6MATCHLINE - L103MATCHLINE -L102P1P3P4P4P7P4P4P4P7P6P1P1P4P1P5P1P4P1P4P7P6P4P4P5P1P5P1P1P44 '2 '4 'BIKE RACKSBIKE RACKSMATCHLINE -L101MATCHLINE - L103MATCHLINE - L102P1P1P1EDED PARKINGMATCHLINE -L102MATCHLINE -L101MATCHLINE - L102STAFF PARKINGMATCHLINE - L103LANDFORMP4P4P4P1EXISTING TREETREE - DECIDUOUS, SHADELAWNLAWN - NO-MOWEVERGREEN SCREENINGHEDGE, TBDNATIVE MEADOW MIX, TBDORNAMENTAL GRASS, TBDP1P2P4P5P6STORMWATER BASINPERENNIALSP3PERENNIALS, TBDP7TREE - EVERGREEN, TBDPLANTING LEGENDTREE - DECIDUOUS, ORNAMENTAL1. SECURE PLANT MATERIAL AS SPECIFIED ON PLANS. SUBSTITUTIONS FOR PLANT MATERIALS WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT.2. PROVIDE PLANT SAMPLES OR PHOTOGRAPHS OF EACH PLANT SPECIFIED TO THE LANDSCAPE ARCHITECT FOR COMPLIANCE REVIEW PRIOR TO INSTALLATION.3. PROTECT PLANT MATERIAL DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALLS, TRUNKS, BRANCHES AND THE DESICCATION OF LEAVES. PROTECT PLANT MATERIAL DURING SHIPPING WITH SHADE CLOTH OR SHIP WITH ENCLOSED TRANSPORT. MAINTAIN PROTECTIONS AND HEALTH OF PLANT MATERIAL STORED ON SITE. HANDLE TREES WITH NYLON STRAPS. NO CHAINS OR CABLES WILL BE ALLOWED. REMOVE UNACCEPTABLE PLANT MATERIAL IMMEDIATELY FROM THE SITE.4. PLANT MATERIAL DELIVERED TO THE SITE IS SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT BEFORE, DURING AND AFTER INSTALLATION.5. VERIFY PLANTING PRODUCTS, PLANT MATERIAL, AND PLANT QUANTITIES DELIVERED TO THE SITE MATCH WHAT IS INDICATED ON THE PLANS AND SPECIFICATIONS.6. STAKE BED LINES AND TREE LOCATIONS FOR THE LANDSCAPE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. PLANTING PROCEDURES ARE SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT AND THE CONTRACTOR SHALL CORRECT ANY DEFICIENCIES FOUND AT NO ADDITIONAL COST TO THE OWNER.7. REFER TO THE PLANTING DETAILS FOR MINIMUM SIZE AND WIDTH OF PLANTING PITS AND BEDS, GUYING AND STAKING, MULCHING, AND OTHER PLANTING REQUIREMENTS.8. ROOT BALLS SHALL CONFORM TO THE SIZE STANDARDS SET FORTH IN “AMERICAN STANDARDS FOR NURSERY STOCK”.9. TEST FILL EACH TREE AND PLANTING PIT WITH WATER, PRIOR TO PLANTING TO ASSURE PROPER SOIL PERCOLATION. PITS WHICH DO NOT ADEQUATELY DRAIN SHALL BE FURTHER SCARIFIED ALONG OUTER EDGES AND SIDES OF PIT. DO NOT DISTURB AREA SUPPORTING TREE BALL. REPEAT TEST. ALLOWANCES WILL NOT BE MADE FOR PLANT MATERIAL LOSS DUE TO IMPROPER DRAINAGE.10. PLANT MATERIALS, INCLUDING RELOCATED PLANT MATERIAL, SHALL BE PLANTED IN A PROFESSIONAL MANNER TYPICAL TO THE INDUSTRY STANDARDS OF THE AREA TO ASSURE COMPLETE SURVIVABILITY OF PLANT MATERIALS AS WELL AS TO PROVIDE AN AESTHETICALLY APPROVED PROJECT.11. REMOVE PLANTING AND LANDSCAPE DEBRIS FROM THE PROJECT SITE AND SWEEP AND WASH CLEAN PAVED AND FINISHED SURFACES AFFECTED BY THE LANDSCAPE INSTALLATION.12. PLANTING AREAS SHALL BE WEED FREE PRIOR TO PLANTING INSTALLATION AND MAINTAINED WEED FREE THROUGH FINAL ACCEPTANCE.PLANTING NOTESHGA NO:DATE:NODESCRIPTIONDATEMOUNT CARMEL HEALTH SYSTEM-DUBLIN HOSPITALDUBLIN HEALTH CAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPRELIMINARY DEVELOPMENT PLANFEBRUARY 11, 20221927-004-00CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/ TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS – NORTH WEST HEALTH CAMPUS PUD SUBMISSION3/18/2022 1:48:42 AMBIM 360://Mount Carmel HS - Dublin Hospital/LAND_MCHS Dublin_central_v21.rvtL102LANDSCAPEPLAN 02Author0'15'30'60' MO B P6P7P4E M E R G E N C Y A C C E S S D R IV E STORMWATER BASINREFER CIVILMOB ARRIVAL PLAZACHAPELONCOLOGY GARDENLANDFORM, SHAPE AND FORM, TBDCAMPUS LOOP DRIVENATURALIZEDSWALEMOBILE IMAGING PADPROPOSED RELOCATED ENTRY TO TOWNSHIP FACILITIESLANDFORMLANDFORMSTAFF GARDENSTORMWATER RUNNELL A N D F O R M VIEWING FROM INFUSION SUITESTREE CANOPYMARY'S GARDENDININGWATERRUNNELSAWMILL BUFFER LANDSCAPESAWMILL ENTRYEXISTING TREES WITH NEW UNDERSTORY PLANTINGMATCHLINE - L105P7P2P2P2P1P7P4P3PXP4P4P5P1P2P1P1P1P6P1P2P5P1P4P7P4P6P1P1P2P4P4P7P7P4P7P6P1P1P1P1P1P7P42'4'P42'4 'P4BIKE RACKSMATCHLINE - L104MATCHLINE - L103MATCHLINE - L105MATCHLINE - L103MATCHLINE - L103MATCHLINE - L102P6P4P5P5P5STORMWATER BASINREFER CIVILMATCHLINE - L102MATCHLINE - L103MATCHLINE - L103MATCHLINE - L104MATCHLINE - L103MATCHLINE - L105P4P5EXISTING HEDGEP1P8P8P1P1P1P2P4EXISTING TREETREE - DECIDUOUS, SHADELAWNLAWN - NO-MOWEVERGREEN SCREENINGHEDGE, TBDNATIVE MEADOW MIX, TBDORNAMENTAL GRASS, TBDP1P2P4P5P6STORMWATER BASINPERENNIALSP3PERENNIALS, TBDP7TREE - EVERGREEN, TBDPLANTING LEGENDTREE - DECIDUOUS, ORNAMENTAL1. SECURE PLANT MATERIAL AS SPECIFIED ON PLANS. SUBSTITUTIONS FOR PLANT MATERIALS WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT.2. PROVIDE PLANT SAMPLES OR PHOTOGRAPHS OF EACH PLANT SPECIFIED TO THE LANDSCAPE ARCHITECT FOR COMPLIANCE REVIEW PRIOR TO INSTALLATION.3. PROTECT PLANT MATERIAL DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALLS, TRUNKS, BRANCHES AND THE DESICCATION OF LEAVES. PROTECT PLANT MATERIAL DURING SHIPPING WITH SHADE CLOTH OR SHIP WITH ENCLOSED TRANSPORT. MAINTAIN PROTECTIONS AND HEALTH OF PLANT MATERIAL STORED ON SITE. HANDLE TREES WITH NYLON STRAPS. NO CHAINS OR CABLES WILL BE ALLOWED. REMOVE UNACCEPTABLE PLANT MATERIAL IMMEDIATELY FROM THE SITE.4. PLANT MATERIAL DELIVERED TO THE SITE IS SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT BEFORE, DURING AND AFTER INSTALLATION.5. VERIFY PLANTING PRODUCTS, PLANT MATERIAL, AND PLANT QUANTITIES DELIVERED TO THE SITE MATCH WHAT IS INDICATED ON THE PLANS AND SPECIFICATIONS.6. STAKE BED LINES AND TREE LOCATIONS FOR THE LANDSCAPE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. PLANTING PROCEDURES ARE SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT AND THE CONTRACTOR SHALL CORRECT ANY DEFICIENCIES FOUND AT NO ADDITIONAL COST TO THE OWNER.7. REFER TO THE PLANTING DETAILS FOR MINIMUM SIZE AND WIDTH OF PLANTING PITS AND BEDS, GUYING AND STAKING, MULCHING, AND OTHER PLANTING REQUIREMENTS.8. ROOT BALLS SHALL CONFORM TO THE SIZE STANDARDS SET FORTH IN “AMERICAN STANDARDS FOR NURSERY STOCK”.9. TEST FILL EACH TREE AND PLANTING PIT WITH WATER, PRIOR TO PLANTING TO ASSURE PROPER SOIL PERCOLATION. PITS WHICH DO NOT ADEQUATELY DRAIN SHALL BE FURTHER SCARIFIED ALONG OUTER EDGES AND SIDES OF PIT. DO NOT DISTURB AREA SUPPORTING TREE BALL. REPEAT TEST. ALLOWANCES WILL NOT BE MADE FOR PLANT MATERIAL LOSS DUE TO IMPROPER DRAINAGE.10. PLANT MATERIALS, INCLUDING RELOCATED PLANT MATERIAL, SHALL BE PLANTED IN A PROFESSIONAL MANNER TYPICAL TO THE INDUSTRY STANDARDS OF THE AREA TO ASSURE COMPLETE SURVIVABILITY OF PLANT MATERIALS AS WELL AS TO PROVIDE AN AESTHETICALLY APPROVED PROJECT.11. REMOVE PLANTING AND LANDSCAPE DEBRIS FROM THE PROJECT SITE AND SWEEP AND WASH CLEAN PAVED AND FINISHED SURFACES AFFECTED BY THE LANDSCAPE INSTALLATION.12. PLANTING AREAS SHALL BE WEED FREE PRIOR TO PLANTING INSTALLATION AND MAINTAINED WEED FREE THROUGH FINAL ACCEPTANCE.PLANTING NOTESHGA NO:DATE:NODESCRIPTIONDATEMOUNT CARMEL HEALTH SYSTEM-DUBLIN HOSPITALDUBLIN HEALTH CAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPRELIMINARY DEVELOPMENT PLANFEBRUARY 11, 20221927-004-00CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/ TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS – NORTH WEST HEALTH CAMPUS PUD SUBMISSION3/31/2022 11:51:29 AMBIM 360://Mount Carmel HS - Dublin Hospital/LAND_MCHS Dublin_central_v21.rvtL103LANDSCAPEPLAN 03Author0'15'30'60' P2P2P2P3STORMWATER BASIN(REFER CIVIL)NATURALIZED SWALEACTIVITY LAWNCOMMUNITY PLAZAMULTI-USE PATHELECTRIC EASEMENTELECTRIC EASEMENTCAMPUS LOOP DRIVESIGNEMERALD PARKWAYPARKWAY+ ENTRY LANDSCAPEWELLNESS WALKWELLNESS WALKENTRY LANDSCAPEENTRY LANDSCAPEP1P5P5P1P1P5P1P4P5P1P8P1P1P2P8P2P2P2P5P5P1P2P7P4PXP4P2P7P7P4P7P4P7P1P44'2'4'MATCHLINE - L104MATCHLINE - L103MATCHLINE - L104MATCHLINE - L101STORMWATER BASIN(REFER CIVIL)STORMWATER BASIN(REFER CIVIL)P1MOB + STAFF PARKINGMATCHLINE - L101MATCHLINE - L104MATCHLINE - L103MATCHLINE - L104EXISTING TREETREE - DECIDUOUS, SHADELAWNLAWN - NO-MOWEVERGREEN SCREENINGHEDGE, TBDNATIVE MEADOW MIX, TBDORNAMENTAL GRASS, TBDP1P2P4P5P6STORMWATER BASINPERENNIALSP3PERENNIALS, TBDP7TREE - EVERGREEN, TBDPLANTING LEGENDTREE - DECIDUOUS, ORNAMENTAL1. SECURE PLANT MATERIAL AS SPECIFIED ON PLANS. SUBSTITUTIONS FOR PLANT MATERIALS WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT.2. PROVIDE PLANT SAMPLES OR PHOTOGRAPHS OF EACH PLANT SPECIFIED TO THE LANDSCAPE ARCHITECT FOR COMPLIANCE REVIEW PRIOR TO INSTALLATION.3. PROTECT PLANT MATERIAL DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALLS, TRUNKS, BRANCHES AND THE DESICCATION OF LEAVES. PROTECT PLANT MATERIAL DURING SHIPPING WITH SHADE CLOTH OR SHIP WITH ENCLOSED TRANSPORT. MAINTAIN PROTECTIONS AND HEALTH OF PLANT MATERIAL STORED ON SITE. HANDLE TREES WITH NYLON STRAPS. NO CHAINS OR CABLES WILL BE ALLOWED. REMOVE UNACCEPTABLE PLANT MATERIAL IMMEDIATELY FROM THE SITE.4. PLANT MATERIAL DELIVERED TO THE SITE IS SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT BEFORE, DURING AND AFTER INSTALLATION.5. VERIFY PLANTING PRODUCTS, PLANT MATERIAL, AND PLANT QUANTITIES DELIVERED TO THE SITE MATCH WHAT IS INDICATED ON THE PLANS AND SPECIFICATIONS.6. STAKE BED LINES AND TREE LOCATIONS FOR THE LANDSCAPE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. PLANTING PROCEDURES ARE SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT AND THE CONTRACTOR SHALL CORRECT ANY DEFICIENCIES FOUND AT NO ADDITIONAL COST TO THE OWNER.7. REFER TO THE PLANTING DETAILS FOR MINIMUM SIZE AND WIDTH OF PLANTING PITS AND BEDS, GUYING AND STAKING, MULCHING, AND OTHER PLANTING REQUIREMENTS.8. ROOT BALLS SHALL CONFORM TO THE SIZE STANDARDS SET FORTH IN “AMERICAN STANDARDS FOR NURSERY STOCK”.9. TEST FILL EACH TREE AND PLANTING PIT WITH WATER, PRIOR TO PLANTING TO ASSURE PROPER SOIL PERCOLATION. PITS WHICH DO NOT ADEQUATELY DRAIN SHALL BE FURTHER SCARIFIED ALONG OUTER EDGES AND SIDES OF PIT. DO NOT DISTURB AREA SUPPORTING TREE BALL. REPEAT TEST. ALLOWANCES WILL NOT BE MADE FOR PLANT MATERIAL LOSS DUE TO IMPROPER DRAINAGE.10. PLANT MATERIALS, INCLUDING RELOCATED PLANT MATERIAL, SHALL BE PLANTED IN A PROFESSIONAL MANNER TYPICAL TO THE INDUSTRY STANDARDS OF THE AREA TO ASSURE COMPLETE SURVIVABILITY OF PLANT MATERIALS AS WELL AS TO PROVIDE AN AESTHETICALLY APPROVED PROJECT.11. REMOVE PLANTING AND LANDSCAPE DEBRIS FROM THE PROJECT SITE AND SWEEP AND WASH CLEAN PAVED AND FINISHED SURFACES AFFECTED BY THE LANDSCAPE INSTALLATION.12. PLANTING AREAS SHALL BE WEED FREE PRIOR TO PLANTING INSTALLATION AND MAINTAINED WEED FREE THROUGH FINAL ACCEPTANCE.PLANTING NOTESHGA NO:DATE:NODESCRIPTIONDATEMOUNT CARMEL HEALTH SYSTEM-DUBLIN HOSPITALDUBLIN HEALTH CAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPRELIMINARY DEVELOPMENT PLANFEBRUARY 11, 20221927-004-00CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/ TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS – NORTH WEST HEALTH CAMPUS PUD SUBMISSION3/18/2022 1:54:51 AMBIM 360://Mount Carmel HS - Dublin Hospital/LAND_MCHS Dublin_central_v21.rvtL104LANDSCAPEPLAN 04Author0'15'30'60' BRIGHT ROADEXISTING TREES WITH NEW UNDERSTORY PLANTINGSBRIGHT ROAD ACCESS DRIVESTORMWATER BASINREFER CIVILP2P5P2P2MATCHLINE - L105MATCHLINE - L103P8MATCHLINE - L103MATCHLINE - L105P1P1137'P1P3EXISTING TREETREE - DECIDUOUS, SHADELAWNLAWN - NO-MOWEVERGREEN SCREENINGHEDGE, TBDNATIVE MEADOW MIX, TBDORNAMENTAL GRASS, TBDP1P2P4P5P6STORMWATER BASINPERENNIALSP3PERENNIALS, TBDP7TREE - EVERGREEN, TBDPLANTING LEGENDTREE - DECIDUOUS, ORNAMENTAL1. SECURE PLANT MATERIAL AS SPECIFIED ON PLANS. SUBSTITUTIONS FOR PLANT MATERIALS WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT.2. PROVIDE PLANT SAMPLES OR PHOTOGRAPHS OF EACH PLANT SPECIFIED TO THE LANDSCAPE ARCHITECT FOR COMPLIANCE REVIEW PRIOR TO INSTALLATION.3. PROTECT PLANT MATERIAL DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALLS, TRUNKS, BRANCHES AND THE DESICCATION OF LEAVES. PROTECT PLANT MATERIAL DURING SHIPPING WITH SHADE CLOTH OR SHIP WITH ENCLOSED TRANSPORT. MAINTAIN PROTECTIONS AND HEALTH OF PLANT MATERIAL STORED ON SITE. HANDLE TREES WITH NYLON STRAPS. NO CHAINS OR CABLES WILL BE ALLOWED. REMOVE UNACCEPTABLE PLANT MATERIAL IMMEDIATELY FROM THE SITE.4. PLANT MATERIAL DELIVERED TO THE SITE IS SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT BEFORE, DURING AND AFTER INSTALLATION.5. VERIFY PLANTING PRODUCTS, PLANT MATERIAL, AND PLANT QUANTITIES DELIVERED TO THE SITE MATCH WHAT IS INDICATED ON THE PLANS AND SPECIFICATIONS.6. STAKE BED LINES AND TREE LOCATIONS FOR THE LANDSCAPE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. PLANTING PROCEDURES ARE SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT AND THE CONTRACTOR SHALL CORRECT ANY DEFICIENCIES FOUND AT NO ADDITIONAL COST TO THE OWNER.7. REFER TO THE PLANTING DETAILS FOR MINIMUM SIZE AND WIDTH OF PLANTING PITS AND BEDS, GUYING AND STAKING, MULCHING, AND OTHER PLANTING REQUIREMENTS.8. ROOT BALLS SHALL CONFORM TO THE SIZE STANDARDS SET FORTH IN “AMERICAN STANDARDS FOR NURSERY STOCK”.9. TEST FILL EACH TREE AND PLANTING PIT WITH WATER, PRIOR TO PLANTING TO ASSURE PROPER SOIL PERCOLATION. PITS WHICH DO NOT ADEQUATELY DRAIN SHALL BE FURTHER SCARIFIED ALONG OUTER EDGES AND SIDES OF PIT. DO NOT DISTURB AREA SUPPORTING TREE BALL. REPEAT TEST. ALLOWANCES WILL NOT BE MADE FOR PLANT MATERIAL LOSS DUE TO IMPROPER DRAINAGE.10. PLANT MATERIALS, INCLUDING RELOCATED PLANT MATERIAL, SHALL BE PLANTED IN A PROFESSIONAL MANNER TYPICAL TO THE INDUSTRY STANDARDS OF THE AREA TO ASSURE COMPLETE SURVIVABILITY OF PLANT MATERIALS AS WELL AS TO PROVIDE AN AESTHETICALLY APPROVED PROJECT.11. REMOVE PLANTING AND LANDSCAPE DEBRIS FROM THE PROJECT SITE AND SWEEP AND WASH CLEAN PAVED AND FINISHED SURFACES AFFECTED BY THE LANDSCAPE INSTALLATION.12. PLANTING AREAS SHALL BE WEED FREE PRIOR TO PLANTING INSTALLATION AND MAINTAINED WEED FREE THROUGH FINAL ACCEPTANCE.PLANTING NOTESHGA NO:DATE:NODESCRIPTIONDATEMOUNT CARMEL HEALTH SYSTEM-DUBLIN HOSPITALDUBLIN HEALTH CAMPUS3865 BRIGHT ROADDUBLIN, OHNOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPRELIMINARY DEVELOPMENT PLANFEBRUARY 11, 20221927-004-00CIVIL/MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL/ TECHNOLOGY ENGINEERKORDA1650 WATERMARK DRIVECOLMBUS, OH 43215614.487.1650LANDSCAPE ARCHITECTMKSK462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614.621.2796MCHS – NORTH WEST HEALTH CAMPUS PUD SUBMISSION3/31/2022 11:36:00 AMBIM 360://Mount Carmel HS - Dublin Hospital/LAND_MCHS Dublin_central_v21.rvtL105LANDSCAPEPLAN 05Author0'15'30'60' MOUNT CARMEL NORTHWEST HEALTH CAMPUS PRELIMINARY DEVELOPMENT PLAN 02.11.2022 2 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN CONTENT VICINITY PLAN CONTEXT PLAN EXISTING CONDITIONS PLAN SITE CONCEPT FULL BUILD SITE PLAN FULL BUILD SITE CIRCULATION ARCHITECTURAL RENDERING ARCHITECTURAL RENDERING ARCHITECTURAL RENDERING ARCHITECTURAL RENDERING ARCHITECTURAL RENDERING ARCHITECTURAL RENDERING ARCHITECTURAL RENDERING PHASE 1 SITE PLAN PHASE 1 CIRCULATION HISTORIC DISTRICT DUBLIN VILLAGE CENTER BRIDGE PARK PROJECT SITE I-270SAWMILL ROADRIVERSIDE DRIVEDUBLIN ROAD DUBLIN GRANVILLE ROAD EMERALD PARKWAY VILLAGE PARKWAY SAWBURY ROAD BILLINGSLEY ROAD HARD ROAD BRIGHT ROAD F EDERATED BO ULEVAR D B E N T TREE BOULEVARDCITY OF COLUMBUSCITY OF COLUMBUSCITY OF DUBLINPERRY TOWNSHIPCITY OF DUBLIN3 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN 0’1000’2000’3000’ VICINITY PLAN DUBLIN VILLAGE CENTER I-270 EMERALD PARKWAY SAWBURY ROAD BRIGHT ROAD PROJECT SITE 5 MINUTES WALK 10 MINUTES WALK PERRY TWP POLICE DEPARTMENT NEW MARKET SHOPPING CENTER TULLER FLATS THE GRAND OF DUBLIN BRICSTONE COMMONS OFFICE CONDOMINIUM CLOVERLEAF SUITES HAMPTON INN HEATHERMOOR APARTMENTS MILLCO OFFICE PARK MILLCREEK COMMONS SAWBURY COMMONS CONDO GERMAIN FORD OF COLUMBUS DUBLIN CENTER APARTMENTS SAWMILL CENTER THE VILLAGE AT INVERNESS HOPEWELL ELEMENTARY FERRIS-WRIGHT PARK DUBLIN SQUARE APARTMENTS SAFELITE AUTOGLASS HEADQUARTERS LIFE TIME FITNESS CIMMARON STATION CARMAXSAWMILL ROAD CITY OF COLUMBUSCITY OF DUBLINPERRY TOWNSHIP BILLINGSLEY ROAD FLANNAGAN’S DUBLINCITY OF COLUMBUSCITY OF DUBLIN4 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN 0’500’1000’1500’ CONTEXT PLAN 906 904 902 900 898 896 420’315’150’170’515’435’580’ Stephen T. Newcomb Inst. 202106230109303 PID 273-008606 2.828 Acres City of Dublin, An Ohio Municipal Corporation Inst. 201209040129523 0.172 Acres City of Dublin, An Ohio Municipal Corporation Inst. 20131217026128 0.038 Acres City of Dublin, An Ohio Municipal Corporation Inst. 201012290177929 100’ Right of Way Stewart A. Maier Inst. 202011040174117 PID 273-008609 3.164 Acres City of Dublin, Ohio Inst. 201012290177930 PID 273-012353 6.653 Acres State of Ohio 28.90 Acres DB 2853, PG 260 State of Ohio 0.120 Acres DV 2853, PG 258 Perry Township, Franklin County, Ohio, Board of Trustees DB 2433, PG 600 PID 273-008259 0.77 Acres Board of Township Trustees of Perry Township DB 3232, PG 669 PID 273-008259 1.000 Acres The Village At Inverness PB 61, PG 42 City of Dublin, An Ohio Municipal Corporation Inst. 201208170120708 PID 273-008616 2.000 Acres 850’800’885’715’665’902 0.265 Acre Ingress/ Egress Easement Per Inst. 199904160095183 25’ Roadway Easement Per DB 3232, PG 669 25’ Roadway Easement Per DB 3232, PG 669 50’ Easement to Columbus & Southern Ohio Electric Company Per DB 1948, PG 264 Easement for to Columbus and Southern Ohio Electric Company Per DB 1438, PG 203 Easement for to The Ohio Bell Telephone Company Per OR 15343, PG A01 10’ Easement to Columbus & Southern Ohio Electric Company Per DB 2838, PG 290 Easement for Utilities to City of Dublin Per Inst. 201312170206131 LEGEND SITE BOUNDARY CONTOURS (WHITE) BUILDING FOOTPRINT PARCELS WATERBODIES EASEMENT - ELEC EASEMENT - UTILITIES EASEMENT - ACCESS EASEMENT - TELEPHONE 12” SANITARY LINE WATER LINE ELECTRICITY LINE STORM LINE EXISTING VEGETATION 250’ EMERAL D P A R K W A Y BRIGHT ROAD SAWBURY BLVD BILLINGSLEY ROAD SAWMILL ROADSawmill Road to I-270 W e s t R a m p I-270 INVERNESS CTI-270 5 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN 0’200’400’600’ EXISTING CONDITIONS PLAN W E L L N E S S G RE E NNORTH GREENBRIGHT ROAD SAWMILL ROADI-270EMERALD PARKWAY2 7 0 + S A W M I L L G ATEW A Y B UFFER6 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN ECOLOGICAL+ CIVIC WELLNESS COMMUNITY WELLNESS SPIRITUAL WELLNESS PATIENT WELLNESS STAFF WELLNESS “A HOSPITAL IN A PARK” WELLNESS AS THE CORE... 11 11 11 11 11 33 33 22 22 44 44 55 55 SITE CONCEPT MOB + STAFF PARKING HOSPITAL PARKING MAIN ARRIVAL PERRY TOWNSHIP FACILITIES CHAPEL EMERGENCY ACCESS DRIVE CAMPUS DRIVE SERVICE YARD HELISTOP AM B U L A N C E AR R I V A L EMER A L D P A R K W A Y BRIGHT ROAD I-270 EMERGE N C Y A C C E S S D R I V E ED A R R I V A L MOB ARRIVAL FUTURE MOB FUTURE MOB PARKING STAFF PARKING ONCOLOGY PARKING ED PARKING HOSPITALED COMMUNITY WELLNESS GREEN EMERALD LANDSCAPE EMERALD LANDSCAPE SAWMILL GATEWAY LANDSCAPE HIGHWAY BUFFER LANDSCAPE HIGHWAY BUFFER LANDSCAPE MAIN CAMPUS ENTRY MOBBRIGHT ROAD ENTRY SAWMILL ENTRY STAFF GREEN ONCOLOGY GARDEN NORTH GREEN SAWMILL ROAD7 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN 0’200’400’600’ FULL BUILD SITE PLAN CITY SIDEWALK (EXISTING) CITY MULTI-USE TRAIL FUTURE MULTI-USE (BY OTHERS) PEDESTRIAN - PRIMARY PEDESTRIAN - SECONDARY VEHICULAR - PRIMARY VEHICULAR - SERVICE MOB + STAFF PARKING HOSPITAL PARKING MAIN ARRIVAL PERRY TOWNSHIP FACILITIES CHAPEL EMERGENCY ACCESS DRIVE CAMPUS DRIVE SERVICE YARD HELISTOP AM B U L A N C E AR R I V A L EMER A L D P A R K W A Y BRIGHT ROAD I-270 EMERGE N C Y A C C E S S D R I V E ED A R R I V A L MOB ARRIVAL FUTURE MOB FUTURE MOB PARKING STAFF PARKING ONCOLOGY PARKING ED PARKING HOSPITALED COMMUNITY WELLNESS GREEN EMERALD LANDSCAPE EMERALD LANDSCAPE SAWMILL GATEWAY LANDSCAPE HIGHWAY BUFFER LANDSCAPE HIGHWAY BUFFER LANDSCAPE MAIN CAMPUS ENTRY MOBBRIGHT ROAD ENTRY SAWMILL ENTRY STAFF GREEN ONCOLOGY GARDEN NORTH GREEN SAWMILL ROAD8 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN 0’200’400’600’ FULL BUILD SITE CIRCULATION 9 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN ARCHITECTURAL CHARACTER: LOOKING EAST 10 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN ARCHITECTURAL CHARACTER: LOOKING NORTH EAST 13 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN ARCHITECTURAL CHARACTER: SAWMILL RD STREET VIEW 14 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN ARCHITECTURAL CHARACTER: BRIGHT RD ENTRY DRIVE 15 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN ARCHITECTURAL CHARACTER: MOB PATIENT DRIVE MOB + STAFF PARKING HOSPITAL PARKING MAIN ARRIVAL PERRY TOWNSHIP FACILITIES CHAPEL EMERGENCY ACCESS DRIVE CAMPUS DRIVE SERVICE YARD HELISTOP AM B U L A N C E AR R I V A L EMER A L D P A R K W A Y BRIGHT ROAD I-270 EMERGE N C Y A C C E S S D R I V E ED A R R I V A L MOB ARRIVAL STAFF PARKING ONCOLOGY PARKING ED PARKING HOSPITALED COMMUNITY WELLNESS GREEN EMERALD LANDSCAPE EMERALD LANDSCAPE SAWMILL GATEWAY LANDSCAPE HIGHWAY BUFFER LANDSCAPE HIGHWAY BUFFER LANDSCAPE MAIN CAMPUS ENTRY MOBSAWMILL ENTRY STAFF GREEN ONCOLOGY GARDEN SAWMILL ROADBRIGHT ROAD ENTRY NORTH GREEN 16 | MOUNT CARMEL NORTHWEST HEALTH CAMPUS - PRELIMINARY DEVELOPMENT PLAN 0’200’400’600’ PHASE ONE SITE PLAN