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Home My WebLink AboutSDP202200048 Plan - Approved Major Amendment, Final Site Plan 2023-06-014 LEGEND EXISTING NEW 311.5 x'� 311.5 TC x' 311.5 TW x 311.5 B W x � 7/17- I � 7/17- I %, d y4' a. �-- X X -C} -O- (D m Oldu OHU -- UGU UGU O DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN n A KIIr A n v 9 O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W -- W WATER LINE O O WATER METER �] 0 WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS -- GAS - GAS LINE EASEMENTS - - - - CONSTRUCTION - - - GRADING ACCESS - SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. Z m 0 . 00 0 4 ;Lei 41L 14 OWNER/DEVELOPER Regents School of Charlottesville Inc. 3045 Ivy Road Charlottesville, Virginia 22903 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING EC - Entrance Corridor R1 - Residential Overlays: Airport Impact Area, Flood Hazard, Steep Slopes - Managed, Steep Slopes - Preserved SP201800011 approved on September 18, 2019 permitting a private school use on the site and a central sewerage system, for up to 13 total connections WP02020-28 approved on December 16, 2021 SDP2020-52 approved on April 18, 2022 MAGISTERIAL DISTRICT Samuel Miller Submittal Type SOURCE OF TITLE Reviewed and Approved by the DB 5237 P 251 Community �Dev lopment��w artment DB 660 P 780 (plat) D`�fe-}'2,r" SETBACKS Front: 5' �aig at e Side: 10' Rear: 20' BUILDING HEIGHT Maximum height not to exceed 35' SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary is based on field survey by: Dewberry Engineers Inc. 4805 Lake Brook Drive Glen Allen, Virginia 23060 Provided on 05/11/2018, field verified by Justin Shimp, P.E. 10/22/2019 Topographic survey with two foot (2') contours provided by Quantum Spatial Topography of four foot (4') contours provided by Albemarle County GIS. BENCHMARK Datum for topography is NAVD 88 FLOODZONE These parcels lie within the 100-year floodplain, FEMA flood zone "A" as defined on FIRM map 51003CO268D, dated February 4, 2005 RESERVOIR WATERSHED This site is within the Moore's Creek Watershed and the creek shown is a tributary of Moore's Creek. Wetlands have not been identified on these parcels. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jursidictional area for both water and sewer. Access to existing water and sewer service is available. ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 4. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 5. Datum for all elevations shown in National Geodetic Survey. 6. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 10. Trees are not permitted in the ACSA easement. 11. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 12. The sewer lateral beyond the connection at the sewer main shall be private. The sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy County testing requirements. Visual inspection of the sewer lateral stub=out shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the contractor. 13. The sewer lateral beyond the connection at a manhole shall be private. Visual inspection and pressure testing of the sewer lateral shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtanied by the contractor. 14. The fire sprinkler main downstream of the gate valve is private. Visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the contractor. 15. All flushing of fire sprinkIre mains shall not occur until approval is given by the ACSA. 16. Prior to backflow prevention device testing and the establishment of water service, all backflow prevention device installations shall meet the ACSA backflow requirements as detailed in Section 8 of the most recent revision of the ACSA Rules and Regulations. 17. A deed of easement and easement plat for the utility easements, approved by the ACSA, shall be recorded prior to any water and/or sewer service being established. FIRE PREVENTION NOTES 1. A knox box is required on this property. The location of this knox box will be coordinated with the fire marshal's office. 2. ISO Needed Fire Flow for this site is 1,500 gpm. 3. Smoking shall be prohibited in areas where smoking makes conditions such as to make a smoking a hazard and these areas shall be designated with no smoking signs per Virginia Statewide Fire Prevention Code. 4. Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. 5. Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and demolition sites, including access to within 100 feet of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. 6. Contractor shall ensure the street numbers are always plainly visible form the frontage street during construction per the Virginia Statewide Fire Code. 7. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. 8. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code. 9. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have accumulated, in every storage and construction shed and in areas of special; hazards, such as where flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code. 10. Operations involving the use of cutting and welding shall comply with the Virginia Statewide Fire Prevention Code and shall require a permit from the Albemarle County Fire Marshal's Office. EXISTING USE Vacant Land PROPOSED USE Private School (Grades K-12) LAND USE SCHEDULE EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% PROPOSED Area % Building 35,920 SF 4.3% Pavement 40,025 SF 4.8% Sidewalk 30,811 SF 3.7% Undeveloped 832,432 SF 100.0% Undeveloped 725,676 SF 87.2% Total= 832,432 SF (19.11 ac.) Total= 832,432 SF (19.11 ac.) PARKING SCHEDULE Private School Use: 90 spaces required per zoning determination 60 faculty spaces, 23 student drop off spaces, 4 handicap spaces, 3 guest spaces MAJOR SITE PLAN AMENDMENT CHARLOTTESVILLE Total 94 - 9'x18' spaces provided (includes 4 - van accessible spaces) Overflow parking to be provided as part of a shared parking agreement with Trinity Presbyterian Church. Pedestrian path provided for access to church parking lot. LIGHTING Lighting shall be in accordance with SP201800011. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that.may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible routes and features must be provided throughout the site in accordance with VCC and ICC All 17-1-2009. 14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. RIVANNA WATER & SEWER AUTHORITY GENERAL NOTES 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse! manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10.The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). MAJOR SITE PLAN AMENDMENT NARRATIVE This plan is a major site plan amendment to SDP2020-00052 Regents School of Charlottesville, approved on April 18, 2022. Construction of the site is currently ongoing. The scope of this major site plan amendment incorporates a larger athletic field and the addition of the Upper School Campus, as conceptually shown on approved SDP2020-00052, located adjacent to the athletic field. The approved Lower School Campus, located adjacent to the parking area, has only been revised to shift 30' north, to accommodate the larger field area. This major site plan amendment proposes a new central water supply for one water meter to serve the school use and the expansion of the approved central sewerage system. S D P2022-48 I AMENDMENT TO S D P2020-52 TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 °-1000' SHEET INDEX C1 COVER C2 SP APPLICATION PLAN & CONDITIONS C3 SP APPLICATION PLAN & CONDITIONS C4 EXISTING CONDITIONS C5 SITE PLAN OVERVIEW & PHASING PLAN C6 SITE PLAN C7 SITE PLAN C8 GRADING & UTILITY PLAN C9 GRADING & UTILITY PLAN GIU UTILITY PROFILES it WATER MAIN REPLACEMENT & PROFILE C12 ROAD PLAN C13 ROAD PLAN C14 ROAD PLAN C15 LANDSCAPE PLAN 016 LANDSCAPE DETAILS C17 LIGHTING PLAN C18 LIGHTING PLAN C19 SITE DETAILS & MAINTENANCE OF TRAFFIC C20 CENTRAL SEWER OVERVIEW C21 SANITARY SEWER GRAVITY FLOW PLAN C22 SANITARY SEWER FORCE MAIN PLAN C23 SANITARY SEWER PROFILE & PUMP STATION DETAILS C24 SANITARY SEWER PUMP STATION CALCULATIONS APPR VALS h3 F I V V t 1111114 /� Current D elopment Pla er Date I Current Development Engineer Da e Architectural Review Board D I to Fire Official to Building Official ate Albemarle County Service Authority to Virginia Department of Transportation VDate IMAGE PROVIDED BY GOOGLE MAPS SHIFAP ENGINEERING- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U TH /171 -tolvr� _ MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 31 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. COVER 18.020 IMAGE PROVIDED BY GOOGLE MAPS SHIFAP ENGINEERING- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U TH /171 -tolvr� _ MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 31 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. COVER 18.020 RE SOLUTION TO APPROVE SP 2018-11 THE REGENTS SCHOOL OF CHARLOTTESVILLE — RESERVOIR ROAD WHEREAS, the Regents School of Charlottesville submitted an application for a special use permit to construct and operate a private school on Tax Parcels 07600-00-00-01700 and 07500-00-00-06600, located on Reservoir Road, with all initial maximum enrollment of 280 students, and potential future maximum enrollment of 468 students, and the application is identified as SP201800011 The Regents School of Charlottesville — Reservoir Road ("SP 2018- 11 "); and WHEREAS, on September 3, 2019, after a duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2018-11 with staff -recommended conditions, as well as minor technical. revisions and clarifications to Condition #2 (now Condition #3) regarding potential future increase(s) to student enrollment in excess of 280 students up to a maximum of 468 students and/or a school start tithe later than 7:45 a.m.; and WHEREAS, on September 18, 2019, the Albemarle County Board of Supervisors held a d►tly noticed public hearing oil SP 2018-11. NOW, THEREIs`ORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2018-11 and all of its attachments, the information presented at the public hearing, relevant to a special use permit in Albemarle County Code any written comments received, and the factors §§ 18-1.4, 18-1.5, 18-13.1, 18-13.2.2.5, 18-30.7.1, 18-33.39, and 18-33.40, the Albemarle County Board of Supervisors hereby approves SP 2018-11, subject to the conditions attached hereto, I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on September 18, 2019. Clerk, Board o€ ''aunty 'up ' ors Ac Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y RESOLUTION TO APPROVE SPECIAL EXCEPTION FOR SP 18-11 THE REGENTS SCHOOL OF CHARLOTTESVILLE -- RESERVOIR ROAD WHEREAS, the Applicant filed a request in conjunction with SP 2018-11 for a special exception to modify the maxinurn allowable height of the light poles as required in County Code § 18-13.3 to be increased from 35 feet to 70 feet fora proposed lighted ball field at the proposed school. NOW, "THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared in conjunction with the application and the attachments thereto, including staffs supporting analysis, and all of the factors relevant to the special exceptions ill Albemarle County Code §§ t8-4.175, 18-33,.43, and 18-33119, the Albemarle County Board of Supervisors hereby approves the special exception as: set forth above, subject to the conditions attached hereto. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on September 18, 2019. SP-2018-11 The Regents School of Charlottesville— Reservoir Road Special Use Pernlit Conditions 1. Development of the subject property shall be in general accord with the concept plan entitled "Special Use Permit Concept Plan and Engineering Study for Regents School of Charlottesville" prepared by Justin Shitnp, P.E. of Shinlp Engineering, dated July 16, 2018 and revised August 23, 2019, which includes sheets C1 — C6 (the "Concept Plan"), attached hereto, as determined by the Director of Planning and Zoning Administrator. To be in general accord with the Concept Plan, development and use shall reflect the following major elements within the development essential to the design of the development, as shown on the Concept Plan: a, the location of the "School Facilities Area," "School Recreation Area," and other major school improvements within the 13.12-acre area designated "School Campus Site" oil Sheet C3; b. the location of the "Lighted Ball Field" within the "School Recreation Area" on Sheet C3; c. the location and configuration of 599-acre area designated "Undeveloped Residue" on Sheet C3; d. the land use chart on Sheets C4 and C5 specifying "Prohibited Uses" and "Permitted Uses" for each different "Land Use" area; Minor modifications to the plats which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance. 2. Except as otherwise provided herein, initial student enrollment shall be limited to 280 students, and the start time of the school shall be no later than 7:45 A.M. 3. Notwithstanding Condition 2, student enrollment may exceed 280 students up to a maximum of 468 students and/or the start time may be shifted to a time later than 7:45 A,M. (together, "operational changes"), if at the time of any such proposed operational changes the applicant Submits a formal request that includes a Traffic Impact Assessment (TIA) which demonstrates the following to the satisfaction of the Director of Community Development and his/her designees: a. file proposed operational changes would not result in any movements with a delay greater than 50 seconds; and b. The proposed operational changes would not result in any movements with a delay greater than 3S seconds, unless it will have a delay greater than 35 seconds in the future no -build, provided that if the fixture no -build shows a delay greater than 35 seconds the future build cannot increase by more than 10 seconds; and c, The proposed operational changes would not result in any movements increasing by more than 15 seconds between the future build and no build conditions; and d. Operations at the US 29 Bypass interchange at Fontaine Avenue Extended may not result in it being placed on the VDOT Top 100 Potential for Safety Improvement (PSI) locations for intersections or segments. For the purposes Hof this Conditions: e. The Traffic Impact Assessment (TIA) dated October 12, 2018 and associated supplemental TIA's submitted with SP20180001 I may be used for baseline traffic data until August 2021. If any request for any such proposed operational change(s) is made any time after August 2021, a new TIA and traffic counts will be required to establish a new baseline. f. The scope of any such new TIA and traffic counts prepared in conjunction with a formal request for any such proposed operational change(s) must be determined in consultation with the Director of Community Development's designee(s), and must include the following intersections: the southbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; the northbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; and the intersection of Fontaine Avenue Extended and Reservoir Road. g. 'file identification of "future build conditions" and `future no -build conditions" in any such new TIA and traffic counts will be based on the following: i. "Future no -build conditions" will include the traffic generated by the private school use at a student enrollment of 280 and other nearby developments, as determined through the TIA scoping process; and SDP 2018-11 The Regents Sellool of Charlottesville — Reservoir Road Special Exception Conditions 1. The maximium permissible height of the poles supporting outdoor luminaries at The Regents School of Charlottesville's athletic field is 70 feet. 2. Outdoor lighting of The Regents School of Charlottesville's athletic field shall not continue past 10:00 p.m. ii. "future build conditions" will only include the traffic generated by the proposed increase in number Of students over the number of vehicle trips associated with the private school use at a student enrollment of 280 and the traffic generated by any other operational changes; It. Proposed operational changes which do not conform with and adhere to the conditions listed above would require the submittal of all application for a special use permit amendment and approval by the Board of Supervisors. 4. The applicant nttist plan, fond, and complete the transportation improvements to Reservoir Road shown on the special use permit application materials titled "Reservoir Road Survey for Regents School," prepared by Justin M. Shinlp, P,E, of Shimp Engineering, dated July 1, 2019, prior to the issuance of a Certificate of Occupancy. The proposed improvements are subject to review and approval by VDOT, tine County Engineer, and other applicable Site Review Committee members, and are subject to required County approvals of Road Plans, a Water Protection Ordinance Plan, and all other applicable permitting requirements. 5. If the use, structure or activity authorized by this special use permit does not commence within a period of five years after the date of approval, the special use permit shall be deemed abandoned and the authority granted hereunder shall terminate. For the purposes of this condition, the term "commence" means starting the lawful physical construction of any structure shown on the Conceptual Plan referenced in Condition 1 above, and this construction shall conlnience by September 18, 2024. SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH MAJOR SITE PLAN AMENDMENT REGENTS Cher ,Board of County Sliper rs I SCHOOL Aye, Nay Mr. Dill Y f Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y ALBEMARLE COUNTY, VIRGINIA Ms, Palmer Y SUBMISSION: Mr. Randolph Y 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 31 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS C2 Area S. Propo! Acade Total ) LEGEND LAND USE PROHIBITED USES PERMITTED USES F — — — — — — — Right —of —Way Reservation School Buildings and associated uses, Ingress/Egress, grading, landscaping, Parking and travel ways utilities, along with any other uses L typically permitted within VDOT ROW Academic Woods Area School Buildings and associated uses, Stream restoration, primitive trails, landscaping, l < Parking and travel ways gardens, utilities (which cannot be reasonably located i, L outside of tree preservation area), and primitive _ - buildings (see note 1 below) f-------- School Recreation Area Primary school buildings and associated Ballfields, outdoor recreation, and associated uses, parking and travel was associated p g y facilities such as bleachers, dugouts, storage sheds, L _ _ _ _ _ _ _ J with parking spaces concession stands, lighting, etc. -� School Buffer Area Parking and travel ways associated with Si na e, grading, retaining walls, landscaping, utilities, 9 9 9 9� 9 P� 9� Parking spaces. ingress/egress to the site, etc. r Any primary and secondary uses associated i i School Facility Area None with the proposed school use along with any L— — — — — — — J underlying by —right zoning uses School Use Boundary Limits of disturbance for school use Limits of disturbance for school use .�� other than for those uses permitted in the academic woods area (see above) other than for those uses permitted in *so the academic woods area (see above) 3s and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be On the portion of the academic woods area that is outside of stream buffers and preserved ;imum number of sites for primitive buildings or primitive structures or similar outdoor be five (5). The maximum disturbance area of any individual primitive building or primitive Oar outdoor amenity shall be 500 square feet. The maximum aggregate disturbance area for nitive buildings or primitive structures or outdoor amenities shall be 2,500 square feet. js, primitive structures, and similar outdoor amenities are intended to serve as an accessory )ol and are not intended for use on a daily basis. nnection shall be provided from the site to TMP 76-17. The design and location of the shall be finalized during the site plan process. s Right —of —Way reservation area shall be reserved for future dedication upon demand by the iarle or the Virginia Department of Transportation. 25% of the school campus site, as shown on sheet C5, shall be delineated as open space. CL 61112)pu-5 :0 • 80 160 240 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ GraphicScale: :• SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TIH MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA1 2022.09.27 [AcsA1 2023.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 31 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. SP APPLICATION PLAN & CONDITIONS LINE BEARING DISTANCE Ll S 08',36'52 " W J8. 34' L2 S 1,3*56',38" W 86.22' L3 S 84'J,3'24 " W 112. 1J' L4 I N 69'13'48" W 14.27' L5 I N 82 'J4'45 " W 159. 00' L6 S 71'J6'50" W 9J. 96' L7 S 72*2 1'41 " E 41.27' L8 S 61 * 1 9'41 " E 81.07' L9 S 67'04'41 " E 88.45' LIQ IS 15*20'4 1 " E 95. 00' L-1 1 S 89 . 35'4 1 " E 1 1 1. 73' L 12 N 78*05'19" E 81.47' L 13 N 04'1 4'1 5 " W 15.97' - L 14 N 46*16'47" E_.51.,35' L 15 N 5 1 *56'56 " E 50.34' L 16 N 75'51'56" E 54.88' N 75'1 7'1 7 " E 55.65 j L 19L17 8 N 69'J4'27" E 166.,39' - I " I I I , 11 \ � 11 I I � . . . . . � I - -1" I . 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Li . 5183 � �o 571171 Z � -4/ MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSAJ 2022.09.27 [ACSAI 2_23.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 3] 2023.05.09 [ARB] 2023,05.17 [Easement reference] FILE NO. EXISTING CONDITIONS C4 O / 30 0 30 60 90 Graphic Scale: 1 "=30' SCHOOL BUFFER AREA u 330' 330'x198' FIELD (110 YD x 66 YD) I� OHU OHU e OHU OHU ' j OHU OHU VV)o W o o� wo 90'x6O' WARM-UP FIELD ou) O N (30 YD x 20 YD) a BLDG D4 K� /\ \ �10.D 0 , \ \ i g�'DG oR�� . 00, �2�50 SF OM r` a 6 SSRO ONP 5.00,--17'0 1448 SF BLDG J ASSEMBLY HALL 0.00' 1712 SF M $ SF SR00 \\'\ 10 0G BOOM SSR G P L 6o SRooM (C: � 00 OHU OHU EN OHU OHU OH L 29'4' •G o BUIL LC 00 R 21 8.00' 10.00' Q. c o HIMP ENGI NEERI N 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Tx JU IMP > Li. 5183 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 31 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. 00, 18.020 0 SITE PLAN 98' FIELD x 66 YD) —5.00' SCHOOL BUFFER AREA ♦ _ SCHOOL BUFFER AREA ACADEMIC WOODSAREA FUTURE RWSA WATERLINE & EASEMENT SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Gl , \ \ JU IMP Li j5183 vod 100 i CLASS B TYPE 1 PRIMITIVE NATURE TRAIL PER ALBEMARLE COUNTY DESIGN STANDARDS MANUAL MAXIMUM 20% SLOPE MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSAJ 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 3] 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. SITE PLAN • • 30 •• •• -AU-9 ■ ■ ■ Graphic• - • p0. t 30 0 30 60 90 MMOMMMMMMMMMI Graphic Scale: 1 "=30' OHU4THU0/HU OHU (iHU OHU � — ' \ \ \ OHU — OHU OF I -�bMU -- OH NOTE: Sanitary laterals and water service lines to have a min. 18" vertical separation. vpo �" y KMal,- o o C ✓ / AC E�IC wnosnay" / \ �r ��. �,r fu,�� __._ ./ sy<i`:� • h� . �� `,;{?,f,s�.'a•4,�`y� �f�i� Ox '�'.'�j'{"i��C r /��s �r'•'Y`;n ,. ''/" , ,%'{' °t'�YP�f - i1�=`i''. ' r�1''v's%;�� y/�, .;.y`.'�+`!�; � rk`��' . t�'��-,,!�5�ry"f�,If ` �i !�7 '�"C 'fir<JY x y ./''- `,� �'�'y" .', Yv`"✓p.,� ��.Xf ',��?" �,�h^ ,''`'fiT'. ;1 r;t' ;��{�' A'r '+.1�• j;' � \ �Yfi i' 4 z` ' T yam' "wry/�•�y�rz '�'''„ r Y�4y/�G'r �i��''" ,,r, 7� ! r �✓'3`, y � �l;J� inn � �'�J`Y`�+ ,�"�`�"� '� .r` :�, /may `r, i x . ,"x' ,�` jtry�, � �i.I ."�;•.7 �� \ i,''r!` A'^ XjYj y' i ll'� US', � "\ `� \` `,�` f,�.'y r' " %�f .i r /`,rj ✓�`K yr h `C r ✓ ' ' +( sf" r�' •!x Y ..(. J � \ ti� f'• \6) xfi t^ � I \ \ \ \ \ SHIMPt oL sum\ EA \ \ `\ \ ❑ 71 I 9725 \ \ 9 \ \ \ 97' ENGINEERING2. o LAND PLANNING - PROJECT MANAGEMENT 6� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ IO 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERING.COM \ \ \ \ \ \ \ \ \ ■ \ I \ I \ \ 98 d �/ / / �-' ��'—, \ \ / ■ I I UJU IIMP� Li 5183 -330'x198' FIELD / / 1 J / 1 \ p� 7 jt-7� x DI- (110 Y[ 6 YD J - _ WALL E I \ : 'I.4 � 8:'' MAJOR SITE PLANT AMENDMENT I 18• 1 ' MAX 9' HEIGHT {��' 4 a ( RISER IL da'I REGENTS L / Al_ / (10) 7" RISyFR/ :x1& . . R1.SE.IAS W0 / / ,� �• � / : � �-- 98 (7) 7" RI'§ER 5 0.. . WW I �B / /� / // // / �- //' �/ /�/MAWALC E'I' J z3.; SCHOOL TW7-89 / / / / / / / 3 HEIGHT/ 1300 / / r ( Q i 4E / B�/ 84 % / / — — — / / (4) 7�-RI-SER� 99 { UIL WALL C TW 83 / / / I ' / / / / 1 '° I / LC DI- BW 7 / / / / MAX 10'LHIF EIGHT 1-7 2 / 2R ALBEMARLE COUNTY, VIRGINIA B 97„ / / / / \ 795 8.0. SUBMISSION: IRAMP g 2022.06.28 / •''°°. ; :f d .� °04 p.o--- - ¢--- ----- - - - \ REVISION: �. / 97 ° 98 \ \`1 a f 2' DRAT :bf%:. �..: 2022.09.07 [Central Systems Request -ACSA] .._ P ESjRIA , 7 a ;RATTS 2022.09.27 [ACSA] 1 r NDALO Dap {jr Q BLD \ \ \ c Q d. / ( — — — — — — — — �U)O ASSEMBLY T ALL \\ \ '' 2023.01.04 [sPAsubmit2] F o \\\ STANDAL / `- 9 (FIRFO A )d.: o��o b�� \FFE 508 \ \ ��\'TF'�.I e ZOZ3.O3.Z3 [SPA Submit3] 90'x60' WARM-UP FIELD oUW / o o \ - \ , �`c B'TT( If. ti _-\ a0,0 .:„BL G(30 YD x 20D} D4 . 2023.05.09 [ARB] \� 1 \\ °\ 9 �.. .. � �`',\\\�� ooG�� `- .� \ � • 2023.05.17 [Easement reference] Cn 96 TW LL I ,o ' \ FFF� tk 5 \\\\ 0 SFOM�`'\\\,,\\`, �S �$ 53- y,\'_ \'� \ \ \ FILE NO, \ _ \ W 93 \ Fly o� tl� Sao \ �GOt`�0 oM `,\� �`� q \ \ \ (� / V� 5 \ \G�. �08 \PC�7�o `t 1 8 . 0 2 0 4 � \ `F� .\ S \ � G� F� 50. I• — \ \ ��,P r�0 U" \\ NEW 0 \ - - JF SF \ MH \ GRADING &UTILITY PLAN `�,��, >Fj'f `.T>'n;��;'�` `�>�,.�^ -- ` ♦ \ -. _ _ BPS` 0 i\, AT DOWNSPOUTS WITH �.� �x , .'� ' Y ' �r� 'n<.. - r :%`� %r;�r��''� . ,,_,_ '' ,-- _ \,-� � ♦ \ \ \ ARCH. PLAN s4�!?✓`��.`'f✓ 4G�:✓` �5^�n�' /`%.� _Lnfr'/v'3r> .>'`�✓:'r'�3 n� rrrC/�/:'�,�i`Sv:. \�.,.\a \ ♦ � � � � / \ � NOTE: Sanitary laterals and water service lines to have a min. 18" vertical separation. SHIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM `11 0 l o.c�- JIMP LS 183 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL. ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 (Central Systems Request - ACSAJ 2022.09.27 [ACSAJ 2023.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 3] 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH .o. 550 r` '� Qlcq, � V IMP 518 545 3 ' 1� 1 540 'i Q 1YAL _ 535 530 MAJOR SITE PLAN AMENDMENT 525 REGENT S 520 SCHOOL 515 ALBEMARLE COUNTY, VIRGINIA 510 SUBMISSION: 2022.0.6.28 505 REVISION: 2022.09.07 [Central Systems Request - ACSA] 500 2022,09.27 A [ CSA] 2023.01.04 [SPA Submit 2] 495 202 . 3 2 03. 3 [SPA Submit 3] 2023.05.09 [ARB] 490 2023.05.17 [Easement reference] 485 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+54T0 FILE NO. ROAD PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 "=30' CL (12/t/ws C14 i � x 1 \\ \ i17 t 1 LANDSCAPE SCHEDULE Total Plant Height ght Hei Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity in Canopy SF Canopy SF 10 Yrs Large Deciduous Tree Fagus grandifolia American Beech 12"-1 21 20 227 4767 Large Deciduous Tree Querus bicolor Swamp White Oak 21" 9 31 299 2691 'r'A•r Large Deciduous Tree g Tilia tomentosa "Green Mountain" 1" 22 10 25 276 2760 Green Mountain Silver Linden Screening Evergreen Cryptomeria japonica Cryptomeria Yoshino 4-5, Ht. 44 25 123 5412 Yoshino Jv Screening Evergreen Juniperus virginiana Eastern Redcedar 4-5' Ht. 8 14.5 16 128 to Screening Evergreen Ilex opaca American Holly 4-5' Ht. 7 14.5 16 112 OOrnamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 0 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 Ornamental Tree Prunus subhirtella Weeping Cherry 6-7' Ht. 10 15 77 770 Pendula Rosa' Deciduous Shrub Viburnum carles]i Arrowwood Viburnum 24-36" 12 8 50 600 ® Deciduous Shrub Clethra alnifolia Summersweet Clethra 24-36" 6 6 16 96 0 Broadleaved Evergreen Shrub Rhododendron Azalea 24-36" 25 6 10 250 ® Broadleaved Evergreen Shrub Myrica cerifera Southern Wax Myrtle 24-36" 46 10 44 2024 �o Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24-36" 28 6 23 644 Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 23082 NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy �'�� NOTE: All landscaping shall be installed by the first planting season following the issuance of the first certificate of occupancy within the development, or a phase thereof. \ — RISERS — ws ws.. - _ ws 7 ws ws Wit/ — CLASSI�C� l _ — ��"_ / CL�S \rj,2—�=— D —= \/ - ---._ — — — / 502 AGO \ r a \ ' — t — G6ASSROOM -- —� \NG 60FF\GE O �. _... __ ... o' C BUILDING S�oOM /d+.. �- = CLASSROOM I�N � .06 _ - 1 �RISERS GRADE TOT THE/rr[W, '7 40 0 40 80 120 LIAZANALLVia- Graphic Scale: 1 "=40' SHIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH O U JU IMP Li 4.L . 15183 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 3] 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO, LANDSCAPE PLAN 18.020 C15 SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL SOIL SURFACE ROUGHENED TO BIND NEW SOIL n LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Total Height (ft) in 10 Yrs Canopy SF Total Canopy SF 0 Large Deciduous Tree Fogus grandifolia American Beech 1 "-1 21 20 227 4767 Large Deciduous Tree Querus bicolor Swamp White Oak 2" 9 31 299 2691 • Large Deciduous Tree Tilia tomentosa Green Mountain "Green Mountain" Silver Linden 2 " 10 25 276 2760 1 � Screening Evergreen Cryptomeria japonica Yoshino Cryptomeria Yoshino 4-5 Ht. 44 25 123 5412 G Screening Evergreen Juniperus virginiana Eastern Redcedar 4-5' Ht. 8 14.5 16 128 to Screening Evergreen Ilex opeca American Holly 4-5' Ht. 7 14.5 16 112 0 Ornamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 0 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 Tree PrunusOrnamental `Pendula Rosa' Weeping Cherry 6-7' Ht. 10 15 77 770 Deciduous Shrub Viburnum carlesii Arrowwood Viburnum 24-36" 12 8 50 600 ® Deciduous Shrub Clethra alnifolia Summersweet Clethra 24-36" 6 6 16 96 0 Broadleaved Evergreen Shrub Rhododendron Azalea 24-36" 25 6 10 250 ® Broadleaved Evergreen Shrub Myrica cerifera Southern Wax Myrtle 24-36" 46 10 44 2024 to Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24-36" 28 6 23 644 Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 23082 NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy ►err*1144 L 1 SHRUB PLANTING DETAIL C16 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIM 1-1/2" SQ. OAK ST, SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, PLA SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL C16 Not To Scale SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1"ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 1 U) w X a > 0 I in 0 I i� 1992 3.38 -r'.,tE-'NCING AND ARM- ORI,NG DRIP LINE SNOW FENCE BOARD FENCE CORD FENCE WVWA" -- PLASTIC FENCE CORRECT METHODS OF TREE FENCING TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA: 832,432 SF SITE AREA: 832,432 SF x 10% = 83,243 SF CANOPY REQUIRED: 83,243.2 SF CANOPY PROVIDED: 23,082 SF ACADEMIC WOODS AREA: +260,924 SF 284,006 SF PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (12"-1 3" MIN. CAL.) 50' O.C. PARALLEL TO ROAD REQUIRED: RESERVOIR ROAD — 999 LF/ 50 = 19 TREES PROVIDED: 20 LARGE SHADE TREES INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKED PAVED AREA. 43,761.2 SF x 5% = 2,188.1 SF REQUIRED: 2,188.1 SF PROVIDED: 3,286 SF INTERIOR/PARKING LANDSCAPE (32.7.9.6): LARGE SHADE TREES (1 "-1 " MIN. CAL.) 95 PARKING SPACES (95/10 = 9.5) REQUIRED: 10 LARGE SHADE TREES PROVIDED: 19 LARGE SHADE TREES NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 4. Visibility of all mechanical equipment from the entrance corridor must be eliminated. 5. All landscaping shall be installed by the first planting season following the issuance of the first certificate of occupancy within the development, or a phase thereof. County of Albemarle Conservation Plan Checklist -- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The folloAi liteltns shall be shown on the plan: ❑ Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); U Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markirttts: El All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.. El No grading shall begin uutil the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: R) Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Ogeratlon and Storage: U Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Er911211_Bud Stormwater Deteliti:on Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: El Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. 'Toxic Materials: 123 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: Rd 'frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Ell Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. rene6, g and `runnetilIg. ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaucd Trees: runing, fertilization or other methods recommended by a tree specialist. Damaged trees shall be treated immediately by p IT IS TILEi llEYEL(i / ! ONS7ILI' TO REQUONFE WITH THE CONTRACTOR ONTREE CONSERVATION CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST c� 6/l/mF) SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM . t .(� r H V JU IMP a Li 5183 041 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [AcsA] 2023.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 3] 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. 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The RSX1 delivers 7,000 to 17,OW EPA lumens allowing it to replace 70W to 40OW hilly lam%; 0.57 ftz {4,15 rnal t V luminaires. Length: 21,8' {55:4 cm) The RSX features an integral universal mounting (SPA mQunt) i mechanism that allows the luminaire to be mounted Width: 13.3' (33.:8 cm) Height; 3•0' (7.6 cm) lAain sooty l ; T.. on most existing drill hole patterns. This "no -drill„ solution provides significant labor savings. An 7.2'(18.4 cfn)Atrn easy access door can the bottom of mounting arm VYtaigftt 22.0lbs(i0.0 kc9) allows for wiring without opening the electrical (SPA rnQunt)- compartment, A mast arm adaptor, adjustable integral slipfitter and tither mounting configurations are available. I EXAMPLE: RSX1 LED PA 40K R3 MVOLT SPA DDBXD AStt1 LED Pl NK R0K 02 �Ipt 2114de 'at'r'tM.f (120VI277Y)1 SPA !gwle Ot fowArf) i $2, IN 4, Sri pot , r% l sv'#. }_i"m0v 0p k in 4 J.`l,,x Mr i2 409 4vfK 83 aYpe3*1e HVQtT (3' V400VII KPA W-a-sip%krtr✓ 0gJ;,rn,tn t.01403?5:f1,3.$at;t1.3t7(01):daK�Kle P3 $OK ` Q)K Ras gJrK:35hrsrt XY'1if,T f271Y-00VN 61 A S/1,1 Z Idtl", 3 re 11a'F P4 94 71pt411tde lase spturtcraftat}ufor I+S+s Alta rrt s rrut (ss2 3r`C43cuh?rare taeri H45 3Jpe4%v' optisrssasnaatd) is AO)SWesl;p?Irtef1%2-3tK'0toofr As =Jpr.5;Atde' 120 tyl' ')FIFA INWN14A 115S Trpe5W1: ;itlat 147' WEASC W10161ykstw1"h1'tfxa:crykdit,44 AM 2401 48O' AASA AdIVifAle0tml,ixpw1?,Iews3unfill AIR111 A:Catrslsr.TrorAFrm ,1iIPsP AtIjwudedtdmrotrrJp}iemaunriry' i'+Jrtrf..&11t:J "V5 dollar•ratltffrar 0.-01wAbi:x4t' 14RL94 ALtatn,v}:rti CA aY AAWSC A11Iu,S, VUtaltmrrilltf,04Ol3salssr{trtiitCaF" tr1,I.1tr') Specifications Depth (11>1): 1. Depth 1021: 1.5" H*Ivhc: 9' Width: 11.51 weight: {withQsti c7P1i9+151 fr1'�aY a ZUS i 1' r 73 n t d.. WWV DG E2 LED Architectural Wall Sconce Precision Refractive Optic SAA 20 Lighting Plan Notes: 1. Athletic field light poles not to exceed 70'. 2. Outdoor lighting of the athletic field shall not continue past 10 PM. 3. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot candle. 4. All outdoor luminaires emitting 3,000 lumens or greater shall be equipped with a full cut-off fixture. 5. All outdoor lighting, regardless of amount of lumens, shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. 6. Lighting fixtures for the parking area and building/walkways shall have a color temperature not to exceed 3000K. 7. Lighting fixtures for the parking area and building/walkways shall have a bronze finish. C'we:'tar introduction The WDGE LED family is designed to meet specifier y every vial!-rnowiteci lighting nQC-J in a widely accepted shape that blends with any archite aware. The clears rectitinear design comas in four sizes vvith lumen packages ranging from 1,2W to 25,000lumens, providing a true site -wide solutiQm Embewud with nLigllta AtR vrir less controls, the VVI GE family proAde , additional energy savings and code compliance.. WpGiE2 °with industry leading precision refractive: optics provides great uniform distribution and optical control. When combined with multiple integrated ernef 9enc;y battery backup options, including an 181N cold tervperatwe Qption, the 1AIME-2 i;ecorne s the ideal wall -mounted lighting solution for pedestrian scale applications in any environment. EXAMPLE. WDGE2 LED P3 40K BACRI VF MVOLT SRM DD8XD '1tiW2 Lt0 poi 27K t7UCtI 140Et` 1I5 q;e I%,A WOLT W4Pttl I{alstded stparattly ?11 30K 3CtiA 8004 JIM gp,,01.tpjun 341' SRM iuttietr,;a, n:;trca}r- Avis 3lc7rtthA;#rt�atstslba�:pntk P21 409 4C0fd L971umiW Jim IyWNe frtlwr} 00' 41Y ip)taE+:SialuA)r'ctkZ j peaw $wfruRJtsw&,JhxAtcANA,aLK 8' AK 5WAI Iyavtittyth 14M r Ti,NViial '441fftcr6stovyr.l,,rs'rhaltmv P41 AMW Armes IFIM h4 vi"0114rim Itai{urt wti:}: Ctlx:{'Gan'1'7'rna}uaftLw'nttaaa)rl.l�.k6t, Y w'il' FEDERATED LIGHTING VIRGINIA SHIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22002 JUSTIN@SHIMP-ENGINEERING.COM 'rx Vol.) ® V JU IMP Li . 5183 OIYAL MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA submit 21 2023.03.23 [SPA submit 3] 2023.05.09 [ARe] 2023.05.17 [Easement reference] sislppedtl►stalttd H5 P.01w4k:httld' K R1'AxmlUl:t 4(Ifir 11y •":` Pi1C1 Se+tss-acre[ 9St' tkt?LtFr4tleAfttrictiiA.$t )`ear SF riarjF:ftr;aiF2i},2;1,3`t71 u1 al 0au:'tf208,1N,i0 SPQAV iWi51kg"p�)':dNXIt5IW.APO ShFpptdinsta9led •SWsd4MneMd?WziWO49d$M$"3f4orzU9hJtaata{rda(aaltsaltiar,WUtlltPage 1) 3ItUR111811t1 ttt1JF14 Ad^:[Frr efiat'raa 2.~sk!I.h?:et'r{{x1a 83.1rrtl lrae�O;tlrin,3:t{r-0'i7(;r:.{p''.`c• &AA i:igAR;ak.t14Ar(tttatrtW% i ici Ct^asial(tctl;ursiun` I 'Mott llLihlH2Pl�lW&'a{iAltrdiglttr4 <an6tQkdasistaat Ioewnrtna%tdla9asan.Sofa suvetayeptCterttEstiTtzdhi'artstnlul nskelstNtrd. 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Not k0Scale (L IFS r4:¢i}cs" Sr Er{trvRat s;l�.a:eu.cr Drawing No. IvOw wRU, IAL'E0f »MJ'VrA CONAMAKIALOUFIE)00R crt tt rtx2t;.G7 Summary AI H r{ Cn+•=[.EYwrua'r'Uw1 Cn�'rrer3.GvwUiaYV12 • Frxxie. I-WJ-705-SER'l(d318) F{cw47PiFJ23 , , „l `eAF''i1riV'47, ?' ;47t3..its,+2Ae.��f{i3+arnlaLl„,;rrt,uy:v�c Atru,{I:aa,:rlctvva+J ., / ,�i-0'l4',Id",�ir`: 4ni10.2iY1'.itkUil{t:�,�rPtFftt4Y:tirv�rnr.AFliOFrtdsa'itlevE�J. C+:PrnSrllLR:,&t.��},/rrY,:r,:N3 r� dC17 Lighting Plan Notes: 1. Athletic field light poles not to exceed 70'. 2. Outdoor lighting of the athletic field shall not continue past 10 PM. 3. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot candle. 4. All outdoor luminaires emitting 3,000 lumens or greater shall be equipped with a full cut-off fixture. 5. All outdoor lighting, regardless of amount of lumens, shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. 6. Lighting fixtures for the parking area and building/walkways shall have a color temperature not to exceed 3000K. 7. Lighting fixtures for the parking area and building/walkways shall have a bronze finish. •,. j,:l+.y „'? . 9fr , /..ssn3„ s ,.. .. :t• 'o'.. .. .�,.., ,. .F.\Q e`' b `'?c, : : . la's.. , ,"�•"`'`' ..' C . ¢ . '?n `u'`:`•`u"' `�'% d•:^ �'•: 'l ''E. .;�i +. 'i' . � . 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The clean rectilinear design comes oopth (DI). 5.5" { in four sizes vVith lumen packages ranging from t>apth (pa); 1.5" I} i,200 to 25,000 lurnens, providing true site -wide Height a° H solution. Mcithl 9' I WIDGEII delivers up to 2,00 lumens with a soft, non-pixelated light source, creating a visually Weight 9 ib5 comfortable environment. The compact size of (without QPti:"i1,$) _-:.•..w,:1...,... ' WOGE1, with its integrated emergency battery backup option, makes it an 'ideal over the-dravr wall -mounted lighting solution. .r..:a<**,^,..,w+e. 14060 LED w--Mcw.»n.,_r•w.aw..+.,vw..,..a,..mw.w,.,nswuwa..,w..,.,wA,n.«,NM,: 0 mow, *:.w+.-. wew_.n,,,..,,x 1 vo Zow --,.,Mwm..a ,+w,.w+,w„*w__1aw..: u __ MdDG'AID, low _.. law StiWalothUght I'm too 1,000 4,5w Ma - WD 3LE0 )Sly 13W StavdaloritInla it 7,. 0 &M I - hNC-t4LID Standalonein4t 12.000 16.000 3 22,000 25,000 80CRI VF P2 ao W S�• ,� ....a-,....„.,.„...».. a.....w..,,,+..«......:..:.....:.a..-.-:.: n_. a+-.6..w.•. ,.....,.r ..,....,.-.+.a.,n,......_..••n..._....,,..,>.,......,.. ,+w.,...:,n,nrr r. ....-.r......�...:..., r. .w ..-.. ,..•«,.,v....•.» t ��°'0f;I7' x EXAMPLE; C?Gfr1 LED P2 MVC)LT sRM PE DOf3xD M . wuQ1110 PI ZA , "X* a"- VF i1;;pfwnk.Iiferlrojtta,rx AVOLT 5N tdIndvd 4 P2 30K A fty; 940a VW 'iBrastts€:: ttrri5 34V SAVE luf"!augrgawkc 35x ;501A K14 Wvm r4,40 Vtdts;thY;arcpkwuurrs.ntt)' 4% 40(509 sbiw4upatattiyl 5015' `. )YA Avis F;rt a tir t ?trot! evil lPxfr P58W tr3twakbu[#rr0.V",ri1lalcua fut nir31a1�eMet' thrt as;u },TrtSrct bat oral r`J,. 4 3 1 FEDERATED LIGHTING ViRGINIA SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1H N JU IIMP P> 5183 V MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 3] 2023.05.09 [ARB] 2023.05.17 [Easement reference] I4'tWH Irm'tr3"fWluiyi°a'.k,�AUnOooAnlAtit,4ecrP.l;4IUr) Vet 41.rrw} D&W G'ar WIrw UOSIAD resta411,44hv"T FILE NO. PE' 1 ome4. bUmll i,F+' DBUU ,sf(a 46WD i r veJUxi 05 D,4f flftst�rr3'WmI6veiir I'ALitam2Iit4lm4ne Ittpa�3,xrtulsl MID iWlv:ib4dr4ull GHRtAP Novel r°.at,,a�9JA.V&tx1 � Q V.020 fNAL 0•i5'idfttsrr,IrtatsGalitdu is; hzJusalkra's�ftt3a;aterrai:� ctt„ deee:f P atU#j! iPW'D N*v { MHW ttar.„re4ANe Designer S(f SUltaro<srnPrllrbrtfas4 cSwel4tlePtii:.d t4taftllo tl MAD ttd:atit MSikD Sext.se+f°wa,451uat FLVA BAP BA75'hU3.hti,irlSe;'RD•A4ti{fi!it`I,N'S Date NOTES 05/07/2023 LIGHTING PLAN 'tAln+r��utdf'L.• ^ ?ki . i 1 S:�tt not nvatisb>s in 49G:Ak 4 FE rwt gra.Ssbr� with ems, Scale l` 'rii''V nai avewtaltrl�'+r ih 5 �1;ak rpaaii#laci fqr t1LC, f`dvt W #la'tSG4Krii Stlp`it,A�tckS�hbKiuibf'Naftt{ut�ti°3otetaradhl ..... E'#14}i,r3Swr':. ava3ta4EntritltrnihYii. Not. to Scale W4&nFWtrWU WD5tl4u14staut';u4WI 3 E4Mnot ",bUbfswitn PEatvS: Drawing No. UL _.._-- - ._ .._.___ .. _ _ __- _-__._ __ L fA .'L✓rH01VIA Si,7rvMEXIALOUTDOOR 0,wLii-anidWjt +-cc^njx11,13ewO1G20Y)12 1- KO- 705-SERVI;37dI Summary 02019 922AawtfBrv-,C6 4hu%'% xm Ail0!ji?Emri,erw:d. tt;r- 1V2tm iiJJ Lighting Plan Notes: 1. Athletic field light poles not to exceed 70'. 2. Outdoor lighting of the athletic field shall not continue past 10 PM. 3. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot candle. 4. All outdoor luminaires emitting 3,000 lumens or greater shall be equipped with a full cut-off fixture. 5. All outdoor lighting, regardless of amount of lumens, shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. 6. Lighting fixtures for the parking area and building/walkways shall have a color temperature not to exceed 3000K. 7. Lighting fixtures for the parking area and building/walkways shall have a bronze finish. % a iF X" 74:Fi AG).9 €0.;:3 `7. ° i�' .1 1 v 5 0.2 OJ 4.11 0.1 0.1 0.2 tt 3 's a QA 0.0 0.0 4.4 aA 0.0 0.0 0.0IN M. - t , , . - ' -2 @ 7' 4 Lithonia Lighting RSX1 LED P3 30K R3 RSX Area Fixture Size 1 P3 Lumen Package 1 12763 1 109.44 a> 3000K CCT Type R3 Distribution - Bronze 1s rr r Ya.T? ca-' � a o. 0.2 0.1 0.1 0.1 1.a tao 4.4 o•o 0.0 0,0 o.o 010 Finish for Pole and Fixture -Mounted at 20' Above Finish Grade i 0.2 6� '�01 X � , 0.0 0.0 O,Q 0.0 0.0 0.013 ,, x -2 @ 7 g 3b a x3,# 71 7' to 62b > �};3z"' . 0.0 0.0 0.0 0.0 0.0 0.0 Max 9201Cd:: O.0 0.0 ' 0.0 o.Q O.Q 0.1 �p d/ 3, ; } . f� t✓ Lithonia LightingRSXi LED P4 30K RS RSX Area Fixture Sfze 1 P4 Lumen Package 1 15286 1 266 28 rr/r� fxI... rr'j 8, f ' � 3000K CCT Type RS Distribution -Bronze i 0.0 0.0 0,0 0.0 '•-D,D 0.0 0.0 0.1 0.fi 03 ~ _a.a ' ! .4 a 71,4 2.5 0.1 0.0 0. 0.0 0.0 0.0 0.0 0.0 Finish for Pole and Fixture - Mounted at 20' y.:. r 7€3 o Above Finish Grade B I 0.0 0.0 0,0 0.0 U 9 U.Q 0,0 0.0 0,0 t E� a x1:1 P 7' 7b.2 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0,0 W/ rJ j J, ,^3" g a i. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM T$ U JU IMP Li 5183 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL �_- 20.00 in (508 mm) 12.00 in (305 mm) 26.00 in (660 mm) 21.50 in (546 mm) Lighting Plan Notes: Regents School Of Charlottesville Atheltic Field 1. Athletic field light poles not to exceed 70'. Charlottesville,VA 2. Outdoor lighting of the athletic field shall not continue past 10 PM. 3. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot candle. Luminaire Data Name!'- Blanket Grid 4. All outdoor luminaires emitting 3,000 lumens or greater shall be equipped ilk SHemgght 30.0' x 30.0' Weight (luminaire) 40 lb (18 kg) p with a full cut-off fixture.3.0' above grade 5. All outdoor lighting, regardless of amount of lumens, shall be arranged or UL g eE3381. 094 . _._..listin . _. _._ .. _ numb _ .._ . r .. _._. _. .._ ._ _.......... . .. .._. _ . .. _ _ ..- .._.. \ e shielded to reflect light away from adjoining residential districts and away UL listed for USA /Canada UL1598 CSA-C22.2 _.__._ _----__--_--- _.. .__-- _.. _---_._-- .__- . _. _._._ ._ .. ..__..___.. _..._._.__. ___._ ___ _..-_- _ ._. _.... _...._ _._____ ._....__._ _._..._ +0 +0 t0 +Q r0 10 +0 tQ +Q +Q + ► + ru1AICtTA1NEP ttgf;laoarrAL Fac�TAet€7Ls from adjacent roads No.250.0 Entire rid 6. Lighting fixtures for the parking area and building/walkways shall have a _... `� Sean Average 1016 color temperature not t exceed 3000K 9 CE Declaration LVD, EMC RoHS (� (� (� (� n (� (� (� 7. Lighting fixturesforthe parking area and building/walkways shall have a 0 0 (1 0 0 (1 0 0 0 10 10 -10 -tom' t1z 10 10 40 40 p 40 Maximum 38 bronze finish. Ingress protection, luminaire IP65 !! Mlnlrri,um 0 Impact rating IK07Rip Material and finish Aluminum, powder -coat 10 40 IQ 10 10 10 40 10 10 10 10 ,Q .tQ IQ .rQ 10uG (aalacentiNin Max/ pts) 330311 1.00 painted I Nq of Pot Cs 280 Wind speed rating (aiming only) „ 150 mi/h (67 m/s) { n — Ited Grcutts A +0 +1 S? -P3 +1 2 -t0 s2-t3 � 2 � s� +1 �----� —� A?p UL IEC ambient temperature 500C (122°F) C et f Lumina res zz IIII ' No 0 rating, luminaire ' Total,„Goad; 22.94 kW ) p3 f1 9 128 p34 p33 f31 30 .p31 .,32 .,32 �33 _t28 +1 Guaranteed Performance: The ILLUMINATION described above Photometric Characteristics ? j is guaranteed per your Musco Warranty document and ! includes a 0.95 dirt depreciation factor. Project ... iD +4 15 30 0 35 29 29 36 38 0---.-___�2.._._......I 14 + + +, from computer -calculated predictions and should be taken L90 (20k) >120,000 h in accordance with IESNA RP-6-15. L80 (20k) > 120,000 h I Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" L70 (20k) >120,000 h +1 +4 +125-- ,28 �27 n30 ,273 ,23 ,27 129 }27� 12 +� 2 +1 for electrical sizing. _ Lumens' 89,600 j �\ % i i Installation Requirements: Results assume ± 3% nominal voltage t line side f the driver d structures CIE correlated color tem erature 5700 K ' !W located ge f ne e o e rl a i n . na ti I p i .t0 +1 ,3 P9 t t123 ,30 2 .�0 t27 .12 _t25 .,28 130 {31 .129' � +9 +1 +0 ed within 3 feet (1m) of design locations. Color rendering index (CRI) 75 typ 70 minivy . t LED binningtolerance 7 ste MacAdam Ellipse _ ...._ _ p._ . _.. _... _..._ _. p +0 t0 +2 8 2 10 I 1 Footnotes: 4._ .134 .fl35 .�32 .130 .,28..__� :129 i30 .f32 4 .,32t._. .� ��. I 1) Incorporates appropriate dirt depreciation factor for life of Luminaire. 10 {330 ,37 P34 ,30 ,34 t36 P36 �34 ,303 35 0Q I I ,0 10 .�\,2 t:129 6 128 �$ $ g i30 t30 ,29 ,31 ,33 2 + 1 2 40 ) i_.. ,... I......... .......... .... . 13 +1 +10 U.S. and foreign patent(s) issued and pending • 02018, 2020 Musco Sports Lighting, LLC • TLC-LED-900 570CK 75 CRI • M-2628-enO4-6 1 Luminaire Data Weight (luminaire) 45 lb (20 kg) UL listing number .......... ._... . .. E338094 __ UL listed for USA / Canada UL1598 CSA-C22.2 No.250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminaire IP65 Impact rating _.... ........... ..... . . _............. IK07 _...... ___ Material and finish ......... Aluminum, powder -coat _._,.__.. _..,.. _.__ ..........._._ ...... ..,_. ------ painted Wind speed rating (aiming only) 150 mi/h (67 m/s) UL, IEC ambient temperature 50°C (122°F) rating, luminaire Photometric Characteristics I Projected lumen maintenance per IESTM-21 11 25.00in (635 mm) L90 (20k) > 120,000 h L80 (20k) >120,000 h 1 L70 (20k) >120,000 h Lumens 136,000 ae 3m n) CIE correlated color temperature _... _.. . .........._ _._ _..._.. 'Color _ .._..__ 5700 K rendering_._... index (CRI) __...._......._ 75 typ, 70 min LED binning tolerance 7-step MacAdam Ellipse Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminaire. 26.00 in (660 mm) 24,00 in (610 mm) C/\JAV\J\J U.S. and foreign patent(s) issued and pending . 02019, 2020 Musco Sports Lighting, LLC • TLC-LED-1200 570OK75 CRI • M-2943-en04-5 ca Qua 1 S5 t 1 i fr 10 t0 +1 + +1 +3 +1 2 2 t2 �+_ + t'', ; +1 , +3 z SCALE IN FEET 1 :60 0' 60, 120' ENGINEERED DESIGN By: - File #200947C • 16-Nov-22 � o• a Pole LuminairesXX QTY LOCATION SIZE GRADE MOUNTING LUMINAIRE QTY I THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 2 S1, S3 60' 60, TLC-LED-1200 1 1 0 60' TLC-LED-900 3 3 0 1 52 60' 60, TLC-LED-900 4 4 0 2 S4-S5 70' 70' TLC-LED-1200 5 5 0 _ 5 TO7AE5:� 22 22 0 Pole location(s) +dimensions are relative to 0,0 reference point(s) (2) SCALE IN FEET 1 : 80 Pole locations) +dimensions are relative to 0,0 reference point(s) 0' 80, 160, ENGINEERED DESIGN By: • File #200947C • 16-Nov-22 Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. 00W MUS CC% We Make It Happen., Not to be reproduced in whole or part without the written consent of Musco 611129� Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC. SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH 0' JU IMP Li 51s8�3 16 I�YAL _ MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 31 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. LIGHTING PLAN C20 Page 6H48 September 2019 Lane Closure Operation with Temporary Traffic Barrier 1 (Ifiigulre TTC''-20:2) NOTES Guidance: 1. See Table 6H-5, page 6H-6, for recommended spacing of advance warning signs. 2. SHOULDER CLOSED (W21-5a) signs should be used on Limited -Access Highways where there is no opportunity for disabled vehicles to pull off the roadway (see Figure TTC 6) 3.j i b ttt t%� "t tttti �� tide 4. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure should be provided in feet or miles, as appropriate. 5. An emergency pull -off area should be provided per Section 6G.18 and Temporary Traffic Control Figure TTC-8. Standard: 6. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 7. Group 2 channelizine device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit' (mph) Location Spacing Speed Limit (mph) Location Spacing -- -- Speed Limit (mph) 0 35 36 + 0-35 36 + 0 -35 36 + -1--- Transition 36 -- 20' 40' Travelway 40' 80' Construction Access 80' 120' Construction access spacing may be increased to this distance, but shall not exceed one access per/ mile. per lengths, see TTC'-19,l 9. See Table 6H-6 for barrier transition flare rate.' When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A-4 of Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type 1 or Type II shall be used. Refer to L&D special design drawings. 1 1. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadvyay shall be a Type B flashing light. Barrier deliliators shall be spacer by 20' centers along the transition or taper sections and spaced vp $.�1` enters az>r�3',;ce>titer�d�,in- between the barrier panels ;along the parallel or tangent, sectionO approximately 24 inches up from the roadway surface. Guidance: 12. Eradication of existing pavement markings should be as shown in Figure TTC-55. 012tton: 13. The barrier shown in this typical application is an example of one method that may be used to close a ................. shoulder and`lane� on a long-term project. 14. Lang -term transve're irat,nW trips maybe installed to enhance the work zone see Chapter 03ectiii116 - 99 paragraph l2 and 13 for installation guidance and spacing.` 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 t: Revision I - 4/1/2015 2: Revision 2 - 9/1/2019 Stationary Operation on a Shoulder (Figure TTC 4 Z) Page 6H-15 80'- 120' SHADOW VEHICLE ILLUMINATED FLASHING AMBER (CAUTION MODE) TYPE B OR C SEE NOTE 2 SEE NOTE 2 Maintenance of Traffic: TTC 23.2 to be used during entrance installation. TTC 23.2 with traffic barriers from TTC 20.2 to be used for regrading of Reservior Road. For should widening, use TTC 4.2. September 2019 Lane Closure Operation with Temporary Traffic Barrier r (Figure TTC-20.2) c� 6 twl� BEGINNING AT ANGLE BREAK F '-z w OF BARRIER > 8" LINE SEE NOTE 11 R4-V7L 1: Revision I-4/1/2015 2: Revision 2 - 7/1/2018 Page 6H-54 Page 6H-49 G20-2 (V) 500' ± BARRIER PANELS BARRIER DELINEATOR TYPE B - WARNING LIGHT BARRIER PANELS BARRIER DELINEATOR �- GROUP 2 CHANNELIZING DEVICES ERADICATE 200' OF EXISTING PAVEMENT MARKING tJf-GUARDRAIL SEE"NO1E,34 ILLUMINATED FLASHING Page 6H-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.2) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8, sign assemblies on both sides of the roadway shall he required as shown (ROAD WORK AHEAD W20-1 RIGHT SHOULDER CLOSED AHEAD W21-5bR RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 130W-1500'.for Limited Access highways. For all other roadways, the sign Spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating, flashing, or' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) shall be at the following: Taper Length -------------- L Speed Limit (mph) Lane Width Feet Remarks Speed Lane Limit (mph) 9 Width Feet Remarks 9 10 11 12 10 11 12 25 95 105 115 125 L=S�W160 50 450 500 550 600 L=SW 30 35 135 185 150 165 180 L=SSW/60 55 495 550 605 660 L= SW 205 225 245 L=S2W/60 60 540 600 660 720 L=SW 40 240 270 295 320 540 L=SW160 L=SW 65 585 650 715 - ----- 770 - 780 840 L=SW - ----- L=SW 45 405 1 450 495 70 630 700 Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 6H.2? Shoulder Taper ='/,, L Minimum 7. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit m h Location Spacing Speed Limit (mph) Location Spacing Speed Limit mph 0 -35 j 36 + 0 -35 36 + 0-35 36 + Transition 1 20' 1 40' 11 Travelwa 40' 80' 'Construction Access I 80' 126, *Construction access spacing may be increased to this distance, but shall not exceed one access er % mile. 8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 9. The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 10. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1 - 4/1/2015 2: Revision 2 - 9/1/2019 September 2019 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC 04) MOTES Guidance: 1. Sign spacing distance should be 35W-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic, Jagger symbol sign to the flagger. 3.� Standard: 4. Portable Temporary Rumle Strips (PTRS) shall be used as noted in Section 6F.99. 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 6. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6H-4 on Page 6H-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A SLOW (W21,V40 si ? may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reachingthe he flagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the PTRS' should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones maybe eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users approaching from both directions may be used (see Chapter 6E). Standard: t 14. yetised, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1-4/l/2015 2: Revision 2 - 9/1/2019 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) a + OOg 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/20 19 G20-2 (V) - 500 + 50' - 100' 80'- 120' SHADOW VEHICLE REQUIRED 50' - 100, Page 6H-55 Virginia Department of Transportation Details 201.01 Standard 6" Curb (CG-2) 201.03 Combination 6" Curb & Gutter (CG-6) 203.04 Method of Treatment 303.02 Asphalt Pavement Widening The Standard Drawings contained in the VDOT Road & Bridge Standards are signed and sealed engineering drawings that are copyrighted materials of VDOT and the Commonwealth of Virginia. VDOT's policy is to offer the Standard Drawings in a secure electronic format and each Standard is available on this website. http://www.virginiadot.org/business/locdes/vdot-road-and-bridge_standards.asp 1.511 OF SM-9.5A /// /////, A— 2" OF BM-25 0000000000000000 6" - VDOT Ononon#21A BASESTONE -III-III-III-IIII I I� -COMPACTED SUBGRADE _'TYP. PAVEMENT SECTION CC Not To Scale 4 - ..a 4" - 3,000 PSI CONCRETE A °c 4. 0000000000000000 4" - VDOT #21A BASESTONE III -III -III -III -III+- COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED r2�TYP. S DEWALK SECTION C� NOT TO SCALE 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR .1111, 000.0 000000000C #4 BARS AT 12" O.C. 00 4" COMPACTED VDOT #21A III -III -III -III -I I-**�COMPACTED SUBGRADE TO BE FIELD VERIFIED �31DUMPSTER PAD D ETAI L E1111 Not To Scale 5 HC PARKING SIGNAGE C 21 Not To Scale LCH, DUST f- - 5' PRIMITIVE TRAIL 6 PRIMITIVE TRAIL DETAIL C 21 SCALE: 1 "=5' DEPARTMENT STANDPIPE LVITY DRIP 4 DUMPSTER DETAIL C 21 Not To Scale C J J L V A Nk r�ACCCESSIBLE_ T - i IT E R7-Sa 'JA01 A(12ti'GWlE C Ii R7.8b vARIE A 8{ O E E I G H J X L 12 G 375 4M 15 15 6 S 111 tall 1856t 1.5 Il i 18 S ST5 4M 225 20 1 150 2.M 57M 1 15 PARKWG APKICADON! DIRECTION 1APPLMM COLORS: LEGERO -GREEN IRETROREnEGIIVE11R1 BIAfK COLORS: LEGM -WHITE (HJ;TROREFREME) EACKGRalw WHITE (RETRORERE"M RKCKGRbIRR1 -EI[0E RWTRIRIEfLfGTW) STAN D P P E DETAIL DRY SYSTEM - Not To Scale WOODEN FENCE WOODEN IMNS TREATED WOOD " TREATED WOOD �RETE HIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. 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SUPPONPOLE a LANEL HGH WATER ALARM LIGHT BACRUP GQIERATCR—\ /—CIX/11TOL PANEL 60' DIA. PRECAST WATERTIGHT WET WELL TOP OF MET WELL ELEV. - 49&00' —^— —4CONCRE7E CONCRETE GENERATOR PAD HIGH WATER ALARM ETJ:Y. 49324'7 — — LAG PUMP 'ON' ELEV. - 49A24' — .— — — — _ LEAD PUMP 'CN' EEEV. - 49124'� — — — — — I 6-6' ALL. PUMPS 'OFF' ELEV. •. 48&47 I — _ — _ I BOTTOM OF WET WELL ELEV. - 48&00' — — — — PUMP INLET ElEV.. 488.29' LG-r JU 4137-UU TOP VIEW CONCRETE PAD BACKUP GENERATOR M CONTROL PANtl.� O 3' DISCNAR TO 4V GRAVITY INFLOW KHARGE LINE YV PONTO T.41Z LUG VALVE (3-WAY) UT OF WET 'ME1L BOWW I' TEE a DROPLEG- IOU GRAVITY FLOW -L4+UU 24+ 50 540 535 530 525 520 515 510 505 500 495 490 485 480 25+040 5 CONTRACTOR SHALL OBTAIN SHOP DRAWINGS FROM VENDOR FOR PUMP ASSEMBLY, GENERATOR, AND CONTROL PANELS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW OF ANY PROPOSED CHANGES AND FINAL APPROVAL OF DRAWINGS PRIOR TO PURCHASE OF PUMP -RELATED EQUIPMENT. DISCHARGE PLUG VALVE (3-WAY) �J /-- TRACER *RE INS— ALGNO DISCNANGE LINE I / ", gSCN..I: — 3So, E80W19&vv FRONT VIEW 7r`��SIDE VIEW SANITARY SEWER PUMP STATION DETAILS SHIM ENGI NEERING� LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM "rH F0 ,0" s, O U JU IMP > L5183 �5 �Q11„I' � � MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 2] 2023.03.23 [SPA Submit 3] 2023,05.09 [ARB] 2023.05.17 [Easement reference] FILE NO, 18.020 FORCE MAIN PROFILE & SANITARY SEWER PUMP STATION DETAILS Scale: 1 "=5' APPLICATION DATAAND CONSTRUCTION DETAILS Maximum Solid Size 3" Minimurn Casing Thickness S/b" Casing Corrosion Allowance Maximum Working Pressure 30 PSI Maximum Submergence 50 feet Minimum Submergence Fully submerged for continuous operation 6" below top of motor for intermittent operation Maximum Environmental Temperature 40° C (104' F) continuous operation, 60' C (140' F) intermittent operation Power Cable -Type (See Motor Information for AWG data/size.) Type SJTOW: single phase, 1 %2 and 2 HP Type STOW: single phase, 1 %2 - 3 HP and 5 HP, 460 V Type STOW: single phase, 3 and 5 HP, three phase 5 HP, 230 V and 71/2 HP Motor Cover, Bearing Housing, Seal Housing, Casing Gray Cast Iron - ASTM A48, Class 30 Impeller - Standard, Optional Gray Cast Iron - ASTM A48 or Cast Bronze - ASTM B584 C87600 Motor Shaft AI51 300 Series Stainless Steel Motor Design NEMA 56 Frame, oil filled with Class F Insulation Motor Overload Protection Single phase: on winding thermal overload protection auto reset Three phase: requires Class 10 overloads in control panel External Hardware 300 Series Stainless Steel Impeller Type Semi -open with pump out vanes on back shroud Oil Capacity - Seal Chamber 1.5 quarts Oil Capacity - Motor Chamber 1'/2-5 HP single and three phase: 7 quarts 7 /2 HP three phase: 6.5 quarts Mechanical Seals - Standard Upper Carbon/Ceramic; Type 21 Lower Silicon Carbide/Silicon Carbide; Type 31 Mechanical Seals - Optional Lower Silicon Carbide/Tungsten Carbide; Type 31 DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) 28 3.50" ROTATION 12 4" 125 # ANSI FLANGE '5" KICKBAC APPLICATIONS Three Phase: Used in a variety of residential, commercial and • 1.5 - 7.5 HP; 200, 230, 460 and 575 volts industrial applications such as: • Class 10 overload protection must be provided in • Sewage systems, Flood and Pollution Control, control panel Dewatering/Effluent, Farms, Hospitals, Trailer Courts, MOTORS Motels • Fully submerged in oil -filled chamber: High grade SPECIFICATIONS turbine oil surrounds motor for more efficient heat Pump: dissipation, permanent lubrication of bearings and • Maximum solid size: 3" mechanical seal for complete protection against • Discharge size: 4", 125 # ANSI flange outside environr'1ent. • Maximum capacity: 620 GPM • Class F insulation • Maximum total head: 60 feet • Designed for Continuous Operation: Pump ratings • 300 Series stainess steel fasteners are within the motor manufacturer's recommended • 20' Power cord working limits and can be operated continuously • Standard silicon carbide/silicon carbide outer seal without damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing Motor: construction for precision positioning of parts and • Maximum ambient temperature: 104° F (40' C) to carry thrust loads. continuous duty, 140' F (60° C) intermittent duty • Power Cable: Severe duty rated, oil and water • Rated for continuous duty when fully submerged resistant. Epoxy seal on motor end provides • Insulation: Class F secondary moisture barrier in case of outer • 60 Hertz jacket damage and to prevent oil wicking. 20 foot • Single row ball bearings standard with optional lengths available. • 300 Series stainless steel keybd shaft • O-ring: Assures positive sealing against Single Phase: contaminants and oil leakage. • 1.5 - 5 HP; 208 and 230 volts AGENCY LISTINGS • Built-in thermal overloads with automatic reset Avmmlh Tested to UL 778 and CSA 22.2 108 Standards • Built-in ca acitors p By Canadian Standards Association MODELAND MOTOR INFORMATION cug File #LR38549 Order No. HP Phase Volts RPM Impeller Dia. in. Maximum Amps L.R. Amps KVA Code Power Cable F.L. Motor Efficient % Resistance Wt. (Ibs.) Start Line -Line WS1518D4M WS1512D4M 1.5 1 1 208 1750 5.63 17.2 50.8 B 14/3 80 1.1 0.9 195 230 14.7 29.5 E 70 1.4 1.8 WS1538D4M W51532D4M WS1534D4M 3 200 11.5 40.9 H 14/4 81 NA 1.7 230 10.0 40.0 F 83 2.3 460 5.0 20.0 F 83 9.3 WS1537D4M 575 4.0 14.4 H 74 14.8 WS1518D4 W51512D4 WS1538D4 WS1532D4 WS1534D4 1.5 1 208 1750 6.25 1 17.2 50.8 B 14/3 80 1.1 0.9 195 230 14.7 29.5 E 70 1.4 1.8 3 200 11.5 40.9 H 14/4 81 NA 1.7 230 10.0 40.0 F 83 2.3 460 5.0 20.0 F 83 9.3 WS1537D4 575 4.0 14.4 H 74 14.8 WS2018D4 WS2012D4 WS2038D4 WS2032D4 WS2034D4 2 1 208 1750 6.63 20.3 50.8 B 14/3 80 1.1 0.9 200 230 17.3 36.9 D 75 1.4 1.5 3 200 13.3 40.9 H 14/4 81 NA 1.7 230 11.6 40.0 F 83 2.3 460 5.8 20.0 F 83 9 3 WS2037D4 575 4.6 14.4 H 74 14.8 WS3018D4 WS3Q,12D4 WS3038D4 WS3032D4 3 208 1750: 7 O,Q, 25.5 50.8 B 1013 80 1.1 0.9 23.Q: 21115 46A G': 7,9: 1i:Q: 11:.0 3 200 16.6 53.8 G 10/4 85 NA 1.3 205 230 14.4 49.5 H 14/4 83 1.9 WS3034D4 WS3037D4 460 7.2 24.8 H 83 7 5 575 5.8 17.3 G 78 11.6 WS5012D4 5 1 230 1750 7.25 26.5 57.7 A 10/3 80 1.0 0.8 213 WS5038D4 WS5032D4 WS5034D4 3 200 19.1 73.9 F 10/4 84 NA 0.9 210 230 16.6 63.6 E 85 1.2 460 8.3 31.8 E 14/4 85 4.8 WS5037D4 1 575 6.6 22.8 1 E 80 7.4 WS7532D4 7.5 3 1 230 1 1750 1 7.69 23.0 105.0 1 G 1 1 10/4 1 83 NA 0.7 225 WS7534D4 1 460 11.5 52.5 1 G 83 2.8-1 WS7537D4 1 575 F-9.2 1 42.0 1 E 1 84 4.4 PAGE 2 2 PUMP SPECIFICATIONS C26 Scale: N/A Discharge Pipe Information Pipe 1 3" force main Pipe 1 Pipe length (feet) 1500 ft Pipe diameter (inches) 3 in Pipe C-factor 120 Portion of Flow 1 Cross -sectional area (feet) 0.049 ft Hydraulic radius 0.063 ft Daily Average Flowrates Suction water surface elevation (A) 488.00 feet Suction water surface elevation (B) 489.00 feet Discharge water surface elevation 490.00 feet Static head (A) 2.0 feet Static head (B) 1.0 feet Daily Peak Flowrates Type- Unit: NUrl-ber cd Units: Daily Average Flow gpd (12-hr)$;: Daily Average Flow gpm j 0 40 Peaking Factor n/a . Peak Daily Flow gpm 26,Q1 Wet Well Sizing Type: Unit: Nurrber of Units: Diameter ft Volume per foot gallons 100 Wet Working Depth ft 5.24 Wet Working Volume gallons. Total Storage gallons 1.422 Pumping Rate gpm 75 Time to Empy minutes ; Duplex FJrrp (2 Pumps) Para eter Rpe Length, (ft) Ffpe Dia., (in) Hazen Wllliarrs Cbeff. ''`Piping from pump basin to discharge point Cite Vall e 0.19 0 Rug Valve 99%0 0.86 1 Butted ly Value 0.4 0 'Wing Check Valve 2.5 1 90° Bend 0.25 1 45'° Bend 0.2 3 22.5° Bend 0.12 0 11.25° Bend 0.06 0 Tee (through) 0.6 0 Tee side oat 1.8 0 Qpss hrou h 0.6 0' Class Iside cut 1.8 0 Reduced I ncreaser 0.1 0 r)isr:harcx- to air 1 1 System & Pump Curves - Regents School 120.00 100.00 80.00 4- 60.00 a 0 13 i 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 Flow (gpm) System Curve - Head Loss Calculations Fllo!r�r r e ' ak water Velocity !n:., D a is dss s yn m L , .ft Total f ynariftic Head + . % Total' Dynamic Head ( 20 g) gpm Gfs Velocity Minor Losses Pipe Friction Max. Lift Min. Lift Max. Lift Min. Lift ft/s fk fk[ft) fk 0 0 0 0 1 0 2.00 1.00 24a 120 5 0.01 0.23 0.00 0.21 2.21 1.21 266 1.40 10. 0.02 0.45 0.01 0.75 2.77 1.77 3.32 2.12 15 0.03 0.68 0.03 1.60 3.63 2.63 4.3 3 7 5 20 0.04 0.91 1 0.06 2.72 4.78 3,78 5.73 45.3 25 0.06 1.13 0.09 4.11 6.20 5.20 7, 44 6. 24 30 0.07 1.36 0.13 5.75 7. 89 6. 09 9. �6 0. 26 .35 0.08 1.59 0.18 7.65 9.03 8.83 11.80 10.60 40 0.09 1.02 0.24 9.80 12.03 11.03 14.44 13.24 45 0.10 2.04 0..30 12.10 14.40 13.48 17.37 1617 50 0.11 2.27 0..37 14.80 17.17 16.17 20:'60 1 �' 40 55 0.12 2.50 0.45 17.66 20.10 19.10 24. 7.2 22.92 60 0.13 2.72 0.53 20.74 23. 27 22. 27 27. 92 202 65 0.14 2.95 0.62 24.05 26.67 25.67 32.,01 3() 70 0.16 3.18 0.72 27.58 30.31 29.31 36.37 3_:'17 75 0.17 3.40 0.83 31.34 34.17 33.17 41.0Q 39 80 80 0.18 3.63 0.94 35.31 38.26 37.26 45.91 44,71 85 0.19 3.86 1.07 39.50 42.57 41.57 51. 08 49:08 90 0.20 4.08 1.19 43.91 47.10 46.10 56, 53 55;33 9 0.21 4.31 1.33 1 48.53 51.06 50.86 62, 23 r6:1.03 100< 0.22 4.54 1 1.47 53.36 56.83 55.83 68.20 r 67:00 Wet Well Diameter 5 ft Wet Well Height 10 ft Pump Rate 75 gpm *Pump rate is where system curve and pump curve cross Mn active Wet Well volume: 1) Mn of 1minute pump rate time 2) 10 minutes pump cycle time (3 cycles/hr/pump ) Dimensions ofsloped portion around base ofwetwell (ft): height= 1.00 width = 1.00 Volume per foot of depth of wet well Depth (ft) Volume (gal) 0 0 1 100 2 247 3 394 4 540 5 687 6 834 7 981 8 1128 9 1275 10 1422 PUMP STATION CALCULATIONS Scale: N/A 75 gallons 187.5 Igallons Volume of storage per ft of height 147 gal/ft Inflow rate into Wet Well Qin= 2.6.01 gpm 1 0 :0:5:81 c f s Discharge Flow Out of Wet Well Qout= 75.00 gpm I 0.167 cfs Minimum cycle time between starts Tmin= Amin Mn Storage Volume of Well Vmin= 93.75 gal Heightto startpump 5.24 ft Volume storage atpump start 723 gal Time to Start Pump from empty 25.39 min 0.42 hr Time to EmptyFrom Start 9.65 min 0.16 hr Mnimum cycle time between starts 5.00 min 0.08 hr Total Cycle Time 14.65 min 0.24 hr Cycles per Day (12 Hours) 23.70 cycles/12hr Cycles per hour 1.97 cycl/hr Max Cycles per hour 4.10 cyclfnr ... Sr(tmergec�,H>�;' Fd= 0.020 Hx= 0.175 ft Hmin= 4.775 It Pumg s:.et#Ir igs; . .N. 1) Bottom of wet well 488.00 ft 2)Pump Inlet 488.29 ft 2)PJI pumps off 488.47 ft 3) Lead pump on 493.24 ft (Condition A) 4) Lag pump on 494.24 ft (Condition B) 5) High Water Alarm 495.24 ft 6) Top of wet well 498.00 ft SYSTEM & PUMP CURVES C26 Scale: N/A Pump Selection Purn'p 5 �c� Grids VtIS' D4 Series Model 3888 4 I WS3 0D.4 Qder, © WS3012D4 4.`rQisharge Flange 9 1?hase,' 230 1 T5Q RP�r Max'AtnP. s 21 5 Flaw 'Pump 5 TDH (gpm} TDH eft) 0 46.00 5 45.50 10 45.00 15 44.50 20 44,00 25 43.75 30 43.50 35 42.88 40 42.25 45 42.13 50 42.00 55 41.50 60 41.00 65 40.63 70 40.25 75 40.13 80 40.00 85 39.50 90 39.00 95 38.75 100 38.50 105 38.25 110 38.00 115 37.75 120 37.50 125 37.00 130 36.50 -----TDH - Max. --TDH - Min. -Pump 5 SHIM ENGI N EERING2. LAND PLANNING - PROJECT MANAGEMENT ICI 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Tx JU IMP Li . . f5183 117 13 `�sszo 2VAL MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 [ACSA] 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 3] 2023.05.09 [ARB] 2023.05.17 [Easement reference] FILE NO. C.(- 18.020 6/1/k, SANITARY SEWER PUMP STATION CALCULATIONS C26