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Home My WebLink AboutSDP202200048 Plan - Revision 2023-03-27MAJOR SITE PLAN AMENDMENT LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - - - INDEX CONTOUR INTERVAL CONTOUR 311.5 x1� SPOT ELEVATION 311.5 TC x1� TOP OF CURB ELEVATION 311.5 TW x1 TOP OF WALL ELEVATION 311.5 BW x1n 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 T- HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING low wrW4w Wl WETLAND TREELINE X X FENCE UTILITY _C_ UTILITY POLE m GUY WIRE OHU CHU OVERHEAD UTILITY -UGU -UGU UNDERGROUND UTILITY STORM 0 STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY 0 0 SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER VV W WATER LINE O O WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A 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. REGENTS SCHOOL OF CHARLOTTESVILLE 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 SOURCE OF TITLE DB 5237 P 251 DB 660 P 780 (plat) SETBACKS Front: 5' 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 sprinklre 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 % PROPOSED Area % Building 0 SF 0% Building 35,920 SF 4.3% Pavement 0 SF 0% Pavement 40,025 SF 4.8% Sidewalk 0 SF 0% 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 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 A117.1-2009. 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 III. 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. SDP2022-48 I AMENDMENT TO SDP2020-52 TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1 "= 1000' mf Ragged Mountain Hnmr+ It I SHEETINDEX 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 C10 UTILITY PROFILES C11 WATER MAIN REPLACEMENT & PROFILE C12 ROAD PLAN C13 ROAD PLAN C14 ROAD PLAN C15 LANDSCAPE PLAN C16 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 APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date BUCKINGHAM BALMORAL HEIGHTS RESERVOIR ROAD QUmversdy Montesson School Fontaine Research Park V mty Presbytenan �urch M. r� Ar»1145 Cale Q and Cjte•Ina IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 Jl1STIN@SHIMP-ENGINEERING.COM MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request -ACSA] 2022.09.27 [ACSAI 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 31 FILE NO. COVER 18.020 C1 RESOLUTION 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 an initial maximum enrollment of 280 students, and potential future maximum enrollment of 468 students, and the application is identified as SP20180001 I 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 approva I of SP 2018-11 with staff -recommended conditions, as well as minor technical revisions and clarifications to Condition #2 (now Condition 43) regarding potential future increase(s) to student enrollment in excess of280..students up to a maximum of 468 students and/or a school -start time later than 7:45 a.m.; and WHEREAS, on September 18, 2019, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2018-11. NOW, THEREFORE, 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, any written comments received, and the factors relevant to a special use permit in Albemarle County Code §§ 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 2018-1 I, subject to the conditions attached hereto. r** 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. cou� Clerk, Board of County Supvrvt ors Ave Nay Mr. Dill Y Mr. Gallaway Ms. Mallek Y. Ms. McKee[ Y Ms. Palmer Y`' Mr. Randolph, Yp n III 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 2018-1 1 for a special exception to modify the maximum allowable height of the light poles as required in County Code § 18-13.3 to be increased from 35 feet to 70 feet for a 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 in Albemarle County Code §§ 18-4.17.5, 18-33.43, and 18-33.49, 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-I1 The Regents School of Charlottesville —Reservoir Road Special Use Permit 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 Shimp, P.E. of Shimp Engineering, dated July 16, 2018 and revised August 23, 2019, which includes sheets C 1 — 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" on Sheet C3; b. the location of the "Lighted Ball Field" within the "School Recreation Area" on Sheet C3; c. the location and configuration of 5.99-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 plan 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. The 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 35 seconds, unless it will have a delay greater than 35 seconds in the future no -build, provided that if the future no -build shows a delay greater than 35 seconds the future build cannot increase by more than 10 seconds; and c. Tito 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 of this Condition: 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 mast include the following intersections: the souhbound 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. The 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 scooping process; and SDP 2018-11 The Regents School of Charlottesville — Reservoir Road Special Exception Conditions 1. The maximum 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; h. Proposed operational changes which do not conform with and adhere to the conditions listed above would require the submittal of an application for a special use permit amendment and approval by the Board of Supervisors. 4. The applicant must plan, fund, 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. Shimp, 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, the 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. S. 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 commence by September 18, 2024. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM ul_1IIN]GZ.y11a»_1►I_1u1:1►1Q&121011 A�We' " REGENTS Cler<, Board of County Super rs Aye M SCHOOL Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. Mcxeel Y ALBEMARLE COUNTY, VIRGINIA Ms. Palmer Y SUBMISSION' Mr. Randolph Y — 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSAI 2022.09.27 [AcsA] 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 3] FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS C2 Area S Propo! Acade Tota I ) LEGEND LAND USE PROHIBITED USES PERMITTED USES -------1 Right —of —Way Reservation School Buildings and associated uses, Ingress/Egress, grading, landscaping, Parking and travel ways utilities, along with any other uses L___—__—J typically permitted within VDOT ROW Academic Woods Area School Buildings and associated uses, Stream restoration, primitive trails, landscaping, Parking and travel ways gardens, utilities (which cannot be reasonably located outside of tree preservation area), and primitive ___ buildings (see note 1 below) r---`---i School Recreation Area Primary school buildings and associated Ballfields, outdoor recreation, and associated uses, parking and travel ways associated facilities such as bleachers, dugouts, storage sheds, L with parking spaces concession stands, lighting, etc. r—_, ] � School Buffer Area Parking and travel ways associated with Si na e, grading, retaining walls, landscaping, utilities, 9 9 9 9. 9 P 9. ] I parking spaces. ingress/egress to the site, etc. — Any primary and secondary uses associated [ 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 other than for those uses permitted in ��► the academic woods area (see above) the academic woods area (see above) and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be the portion of the academic woods area that is outside of stream buffers and preserved um number of sites for primitive buildings or primitive structures or similar outdoor five (5). The maximum disturbance area of any individual primitive building or primitive r outdoor amenity shall be 500 square feet. The maximum aggregate disturbance area for ive buildings or primitive structures or outdoor amenities shall be 2,500 square feet. primitive structures, and similar outdoor amenities are intended to serve as an accessory and are not intended for use on a daily basis. ection shall be provided from the site to TMP 76-17. The design and location of the loll be finalized during the site plan process. Right —of —Way reservation area shall be reserved for future dedication upon demand by the le or the Virginia Department of Transportation. 7 of the school campus site, as shown on sheet C5, shall be delineated as open space. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH 103 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] FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS NO L V tvv yr v v ♦ ♦ ♦�` v \ �♦AA � t� A:. A�`r"� VAtA AA l) AVA\ A All\�, j1, Ar '. \`t AAVA�♦♦ `♦A ��Yb♦ A \�t `\�V r( L` 3 11 v AvvvA ttvvAp ;c?t♦ v \\ ' N `\\\\ \♦♦\��\\j\\\\\\\\`\\` \o \ 1\ WIwAM HUR[I 1 ♦A AAA♦\VAA AVAA\V A ` `Vt v v V Avvvv v D.e, an o, PG sso 1 TM 755a ♦ ` v \AAA 1v Vt v A �1 11 ZONE: R1 RESDENTIAL \ 1 `�. I 1 \� USE: SINGLE FAMILY RF;IDENTA. / IS AREA DEDICATED TO ALB ✓'A.�I E 3 / 7 - ZJ1 ` �I I"I � \\ COUNTY PER 6.B 660 FC /74 / DAVID HARLOW O D.B. �PG. 154 TM 7 / TM 5-61 / ZONE RI RESIDEN TIAC N F USE: SINGLE FAMILY R I ENTIAL \ \ \ ✓ �/ jp �b / f / / RICHARD S1 I D.B.2678,PG. 1 94 7 TM 7 / ZONE: R1 RESIDENTIAL / I USE: SINGLE FAMILY RESIDENTIAL 1 \ / / 1 >p y J N/F 1 I p / TON DINH 1 D.B. 4415, PG. 1 N/F / ,-'' _ ♦ \pq„\ 1 / I I 1 / TM 75-61A CECIL JOHNSON I UNIVERSITY OF VNRGI NIA FOUNDATION ♦ _ / _ �_1 / / 1 t �'31 I I 1 I ; \ I ZONE: R1 RESIDENTIAL D.B. 936, PG. 722 \ ♦\ y/ -- / / I \ \ \N `\♦ 1 \ ` \ / / USE: SINGLE FAMILY RESIDENTIAL TM 76 14 1 Vl� / 1 ♦ v _ D.B. 4170, PG. 689 _ 1 A \ ZONE R1 RESIDENTIAL "'/ ' I11 I ,Ilk �P7p I A� o �`� / A A A ♦ _ V 1 ,,�,,.� S SING�LFAMILY RESIDENTIAL TM 76-13B \\ \\ \`I �-j I _'� -,�I `a,.. h�^'a{..,� 1 ZONE: R1 RESIDENTIAL 1 \_ \`\ \ 1 l \ _-�-w�W- \_ USE: SINGLE FAMILY RESIDENTIAL RE IN8.Yar 1 REGENrs scHooL`oF` \\ \ \ `! \\ `�\\\ \\ \ \ �- _ `dABLE COUNTY NST X Cl`� YJ.3T1@'32 E ♦22 5 \ ` \ CR \ \ - PER V v 1v�.CHARLOTTESVILLE INC V A v // v v ` \v �`v A V v DAiv� �REAK'I�JU�V�k�1.CZN TpNE v v `t `I 1 I v 1 1 1y- ♦ _ # 202200003247 STEEP SLOPES - PRESERVED \ \\ ` t'.'• \:FD. B. 5237, PG. 251 `/ i I / / \ ` ` \ �` \ \ ` \ \ ♦ ` ` \ \ 1 I 1 I ' I N C 5 \ v .Av ' J 1 i' / >6. ♦ v v v v ` V v v v v A v v v 1 1 I I II 1v A TM 75-66 v v 1 I "1 / s v v v `� v V v v 1 1 V 11 I I I / 1 .vim A EP 3.278 AC / / / �� r i, u�vv v �4 vv v♦� vV �`� p. A `♦ v `v A vI v 1 v I vv 11 I I I I I 1 v C3 \\g \ \ \ 1 1 I �H5' CSA 14CCE5'S EASEMENT � \ 9� \ \ \ 1 1 \ 1 1 L TO BE RELOCATED R ,'A P \ \ `\ 0 1 I I I I I INST/ 200�220000324'F. ,� �>'� vv i i J `v 1 II vi vI 11 1 i i I I ch I i I i v �. \ `v 50,3 \ \ \ I I / / ro o' /'i' \ \ 4' \ __ \ \ Cf -� A �STq A i � � VA, I ' , �' / �4V � % v\\ I/ i ' /' ,/ / / � -' � � I♦ � I I 1 I I I I II I 1 � /11'� 1 A `'-` _ '---; �� - - � � .+ oA \ \ I I I I I _I A _ _- i ) t I r,/1 v 1 1 III v v v v v \ V `� ♦ . y.F�� \ �___- - _ / - v I i II I 1 `v PORTION OF V.W \ vv �`. `v �o \ R\ -- �/ ' -> i6lav�' \ \ \ \ \ \\\ \��)ACSA EASEMENT TO PORTiMW I ArCS ♦(4 1 \ BE VACATED+ ORTI N F`20'. EASEINST/ 202200003247 A 5.45 ACRE 1` / i i / / i i 1 // /-- -- ' ,INS`20220000A 147T�D I\ 1 \� EASEMENT lb\B. .\ \\ 34A SWM FOREST' & _ -- 4NS 202200 OPEN SPACE EASEMENT r ,' i / / / i i i \ i i Ir / '� / i I \ \�`� - - - - _ ♦ \ \ DB 5658 PG 269 / / / / / / `� ` • I / ' \ \ f- ._. / �--�_� +_ \ � �\ � ' , / � / / � / / \ - �� `� I \ \ `� \\ \ \ •_� '--�--�-rORT10N OF V.W. "'�! .- \ - - - \ _ ti\ t \ 3� -` __ -_-____$§ '�_ . 2 --_� --- A ENT T - - _ _ _ _ ♦ \ O -r t. \ ` EASEMENT 0 QED '- _ - \\ �\ �_b,�j_, \`:: ` l- d>3,. _ - - \ \ \ - - [ \\ ♦\\ �r \��\ \\ �` _--' \-_ I /\ _ \\ \� ` i �\ _� \ 1 1/ / /' '' i /-/� --_ \ \ �` ;° �. I \ "J� ` _ i I♦ _ _ \ \ \ TS_� I �/� _ 'ST EfLQP ES MAT7AGED\T, --- -_ ,\ - _ _ \ \ELy bOL F EkAR _ \ \ ' � \ \\ •�. \ -___ ��1 .\ ♦ / \ ''- ` ` \ �� P \ l,0"fTES VILLE INC _ � �\` -_ _ `\ \/ -�_ ----- __-�_-�,_ \\ \\--------------- ♦ \ \\'\tn vo--------------- 14,}�1�- ;. ';, ,_, \'.,.\�\ \ \ v\. �- � .� \:. �,„,, -- � ♦ \ \ y-_•/-__,. \ ♦ \ ;'\ - I `318--\� '�':i /'/l---c /`� _ ---_ _ `--- \ // / Ill i / r q,r i \ \\ � \\`CT\\\\\ 1 E \ \\\ �.' � •r? .., .' �.� \ t.\\ 1 `\ `�_ \� _' __ � \ \�__ \♦\��/ � I t ., \,\ `♦ \ 1 .\ .'.. ecd '` '. \ \\ �. _ - -' / .`�__\\ `t\ `_ --- / ! 111 / ' _ 11 \,� \ I11 \ \<.\ y °,rvF.• �.\ mac' _ -`_ _-_---_-'- -/-'/\ ° --- -- O/ AV '61- _ _- 1.♦ \ \ ., L _ \ _ `/\ \?Iyl�cwm\ / V A ",� /•�,_ A �� v v`�. A rvi� __ - r / /� � '�'� / �N9 / / � / I Al ___ \ \-- .\, \��T�" \\ \` _ \ I �♦ \o�\ _� \ �_�-''\\\� �``__ ___'-��/i _ __ - - \ \\75 P♦�b\(ATE _ _ \\� ♦ \�.`♦ _ ` ��\ 478 ♦\ - -I / / /'/ �5 / \ ♦ \ _ �AN1lTARl\ \ v - `\ � \ N � \ � , 1 \\ � \ \ \ \ \ `__ - ' � •- - / r / / g a \ l � � \ \ I \\ \`\` - - �\ E` SEJT` �� \ �..�\ . \ 1 1 \ 1 ..,-...---. � �- ` \ . 1 ♦ . _ _ i \ Ems`- _ _ \ � � ♦ ♦ \ III � I 1 i � ' /�-_ \ / \ \ ! � \ \ r �\.�`�`:.`_`- Iliilill / 1�� `` `\\o oii i o LINE BEARING DISTANCE L 1 S 08°3652" W 38.34' L2 S 13°5638" W 86.22' L3 S 84°3324" W 112.13' L4 N 69°13'48" W 74.27' L5 N 82°3445" W 159.00' L6 S 71 °36'50" W 93.96' L7 S 72*2 1'41 " E 47.27' L8 S 61 ° 19'41 " E 81.07' L9 S 67°04'41 " E 88.45' L 10 S 75°20'41 " E 95.00' L 1 1 S 89°35'41 " E 1 1 1.73' L 12 N 78*05' 19 " E 81. 47' L13 N 04°14'15" W 15.97' L 14 N 46° 16'47" E 51.35' L 15 N 51 *56'S6" E 50.34' L 16 N 75*5 1'56" E 54.88' L17 N 75°17'17" E 5565' L 18 N 69°3427" E 66.39' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 39.46' 252.00' 8*58'15" N 41*4739" E 39.41' C2 129.36' 958.00' 7°44'12" N 41°1038" E 129.26' C3 72.53' 602.00' 6*54'1 1 " N 48°29'50" E 72.49' C4 166.97' 400.00' 23°55'01 " N 63°54 26" E 165.76' C5 29.92' 300.00' 5°42'50" N 72°2552" E 29.91' C6 87. 40' 300.00' 16*4 1'31 " N 77°55' 13" E 87. 09' l 1 / i -- - - - _ - 80 0 80 160 240 � __ \ r Graphic Scale: 1 =80 I TRINITY PRESEYTERIANv CHURCH , \ - �'•� 1 I)I I D.B. /7/30. PG. 4591 TM 76-17C \ SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH Lo] 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] FILE NO. EXISTING CONDITIONS �o. < % % O® \\ �\ IS LIMITS OF MAJOR SITE PLAN AMENDMENT u STA pPi � p4 I I�I� . q I P „� ., pq�r � [III �■ i;, s msi t �,� t, ��j•'ii� i��ii PP�i OPi � III FNIA /s %`• 100, HASE 4 REGEN'S PLAZA W W _W W W — AREA W W — W AREA TEL TO ALBEMARLE — w W W— W � COUNTY PER INST# 2022g0003247 ONE o S'.1HCJL BUFl ARcA \ —El LCE-D AcaESS SCHOOL a I.EASEMENT FACIL!-nES =4a AREA PHASE 1 n d CLASSROOM BUILDING 12 '' + + CLASSROOM Ma + euaotNc oz + r +cusstRooM NEW TREELI + + + + + + i + + + + + FUTURE RWSA WATERLINE & EASEMENT SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH U JLJ'. 'o vo 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 Submit21 2023.03.23 [SPA Submit31 \ ° ® <<IS, �. •�� n ®modo <2 FILE NO. "o N, 18.020 v � x °° � SITE PLAN OVERVIEW & PHASING PLAN 50 �<< 0 50 100 raphic Scale: 1"=50' 9 �. T 5.48 ACRE VM FOREST & SPACE EASEN , O rA 30 0 30 60 90 Graphic Scale: 1 "=30' OHU OHU OHU — OHU — OHU — OHU OHU— OHU OHU — OH SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r O � � u Ju: sxl P a Li c No.45 'o MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request-ACSAJ 2022.09.27 l 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 31 FILE NO. SITE PLAN 18.020 C6 98' FIELD x 66 YD) s •s i D Cl I= ao — r Im ■I ■I ■I ■I • ■I Z 0 Z ■� ■ �Q ■I X W ■I ■I ■ ■I ■ I L___ FUTURE RWSA WATERLINE & EASEMENT SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH U TT ISTTII STTT V4P a ��13/?3 00 IFS ONAL �`yG ( `0" ` 00 MAJOR SITE PLAN AMENDMENT CLASS B TYPE 1-- PRIMITIVE NATURE TRAIL PER ALBEMAR REGENTS COUNTY DESIGN STANDARDS MANUAL 20% SLOPE�� SCHOOLMAXIMUM 'o I sk� ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request-ACSAI 2022.09.27 [ACSAI 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 31 FILE NO. SITE PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 "=30' C7 q "�' ►I / / 30 0 30 60 90 Graphic Scale: 1 "=30' I i I I C / OH I— THUI OHU — OHU 6HU\ OHU \ OHU OHU OFiU T OH P \ \ \ V BUFF;�kVAREA A V \ ❑ V A 97 v DI A V A ` V A A \ \ \ \ \ bI 7 Z I I I \ N \ \ \ \ �n NOTE: Sanitary laterals and water service lines to have a min. 18" vertical separation. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 98 \ V A \ V 1 I■ I I T �// / / / / / / /� --� \ I / 1 I ■� �Ju: [ Ls Pa Icx000sAREA ` // \\ / �i�� \� \\ I /l I\ 1 I I II I Lic o.45 / \ DI ■ 330 x198 FIELD A/(110 _ OVAL A"_ — o \ / / / / / — _ _ — — — — — — ' ' _ — — — WALL E 16 MAJOR SITE PLAN AMENDMENT W� �� \+ / / / i / MAX 9' HEl6HT \( QY RISER - 1-� <'•I / 7,. R R g REGENTS / _ A 1 ALL � / / / � / / / / / � (1( �� 7„ RI� ms' TW BW � / / 98 _ � / * 18 a WALL B // / / / / / // //� ��/ / /��—WALMAX 3' HEIGHT p �� 3 I SCHOOL \ I�. TW 89 / 13�E — — _ — �\ \ ( / BW 84 / / / / / I / — — _ / / (4) 7�r+sER' 9s ) u L y , A I Ww a3/ / / /I I / / /' WALL F / „ / LR ALBEMARLE COUNTY, VIRGINIA _ �� \ \ �', I e DI BW 7$ / / / / / v / MAX 10jHEIGHT 1-7 k / 21 SUBMISSION: _ _ \ 5.48 ACRE V / / / J-SWM FOREST e / 97� / / v 7� l I - 8.0 0 c — A / _ \ PEN SPA E E SEMENT � / / / / 07 Q � :a A P 2022.06.28 �\ / r / REVISION: \ v � •, 2ibDRAI N'/ 2022.09.07 [Central Systems Request -ACSA[ P�ESTRIA 7 \48 RATE 1 " 2022.09.27 [AcsA[ NDALO Oro -�� BLbs, P Q \ a 2•. � ,. �, 1 _ _ _ — _ _ _ _ am \ 2023.01.04 SPASubmit2 1// . 9. (FIR TA ) o _ "1v�io V�SS FFEL508 L\ Tin '\TANJ)A DA �� [ I O ( ( _ CI ooN \ \ �^ ° AtiTAe 2023.03.23 [SPASubmd3[ I 90'x6O' WARM-UP FIELD � r ! \ 1 (30 Y� i XD}-- 9T° •� :O `% �BL G D4C0� \ \ .\ \ a ��G' ."\ �• •46 . — S i A — F <o -WA L I — i— — G �— F 6 \ FILE N0. F F \ � a 5 / F \ _ `\ F v15 `' TW 96.5 _ 5 8 \ 6 M - � F 0 O 0 \ 1 \ _ F 0 \ G �` �1 I ,. \ a�o� R�1 s 5oe ego°M v \ \ 18.020 5A9eiMHW� 6 GRADING &UTILITY PLAN 6" PJ _ _� AT DOWNSPOUTS ITH �A A �a I \ \ V� ��'1.1�� \ ' �'-�-,.,� ARCH PLANS\ C8�1 OHU I-- OHU THU OHU \ \ \ 1 \ \ \ \ \ \ \ 1 \ OHU — OHU \ OHU — \ OFiU-\ U\ OHU —t OHU— DHUORU �__\�W \ ` _--- \ _ \ \ \ \ _ \ \ W — W W IN \ \ \ \ BUFFER AREA \ \ — \ L] \ ` ` \ — — � \ \ \ \ \ I \ \I \ 03' / / i \ — — — — s02 \ \ \� \ \ \ \ \ \ FUTURE RWSA WATERLINE & EASEMENT 97 \ I CHOOL BUFFER AR bI 7 1 I I I ' GYt WALL \\ \ \ 2 1 MAX 2' HEIGHT \\ \\ \\ \\ \ ` • r , 1 I\ I I \ \ \ �\ \\� 40( \ 90 \ \ \ \\ I \ I 1 1 I II I I I> FACILITIES, AREA Z -98 \ \ \ 0 1 I ■ I I I ° \48\ GYMNASIUMFF vvZZ I I BFV soi:� -' \I 1\ I I I I I I ' ■ �'/ I I I I \ . .�1:.': Aa m ` \ - - - - - 23a� - s \\ \\ DI-7 22 \ = - \`'p\ \ \ \ \ \ g \ \"SO If DI on 18 .19b rn: 20 m• \ \ \ \ \ WALL E ' 1,6-,4 :.+t ..<. ....P i ` I 1 ' m 7s„ / / r MAX 9' HEIGHTji •,...{�a. • D \ \ \ \ i \>� -Y RISERS '..16.• <a. °•11.: :I' o A DI-3B 6 0 0 0 >o \ \ \ / / (10) 7" RIS�FR 'R1SEI5 /r �rhh rr j1 1 \ \ \ �54p \\ \ R ZL-a 1.,, d \ \ \\ \ 38 _ I / / / ' / / / (7) 7" RI'tiZERS 5 13 a '>o m 118 °°' - I�t8;°°.a�, �i a ro m RPZ EWF (PRI TE)y� _ \ \ \ \ \ - _ \\ \— MAX 3' HEIGHT Jao \ yN N - \ / ' / / / 13 • I 2 18 I NEW 4' 6" G GETOFABR C TAL BE�OCATIED �� / I 1 / x44� g WL END Q T\ (4) 7�R+SER� Q % FPE 518.95 n a <} STFINDALO ' h3`' 6 W W W W W W W W W W W W - - OF ACSR EASEAIEN / 99 �DILDING (� u� \FDc \\� \ u x4 TEE 786 RED. x6 TEE \ 1 so �- : / LOCKER/ �.. ,a(wATE suPPLYj \� \ 7 0° BEND \ 4\ \ \ \� \ TRE�LINE I(2 BE WALL F \ ROOM i6 \ / MAX 10' IGHT DI-7 2'"x 6" NYL PLAST \ o OT70'EXCEE� ' \ \ ` - \ �CL)<A-CF WITHIN 10 / 5� SL AT CG-12 �. B D\ �F-P1EIf�ACSA _- 7ea a d e YARD D IN �. \ \ _ - ( / 8A � P TYP.) \ 1� ? -�C 6' 5WBEN \ _ _ _ \ \ 22. B7 �D \ 1' r� R GENITS •\'. - ..• �, . -•,� <. - - 4�� 1 .,: ' _��3 - - - — g .- PLAZA ° . a • : • '�' .. - -� /' i! i� .: ---------- A. / �=-- _ 5 -- 4 6. BUILDIN/ — —�— '� 6tiY \ \ i•• 9isWAL ARD \ ' .w+• — \ + RD � / \ 7 " \ • LASSROOM � ^ � - \ :. _ CA W \�- 7 W1TE 1 DRAIN -� •• / / - \ \ - �� `\ �, • I. �, , �a x / y 1 CLA ROONJi BUILDINfb 12 - \ \ \ 5 \ \ -2 0.00' F\E 512.5 .. ro . �- w / / '� PF BWT4 \ \ \ � '28- .•i ....-. NDALO r \ s °' a, EW V} 14•. \ o \ , / E 51B-55 P �- 'rcDn a \.QSSEMBDY FFALL T O\ r STA?JDAI. \ \ ,� 6 i` D BUILDNG�t - BUiLDENGS j >�: / / FFE 5R6OM \ /y- FO - - (FIR A ) N L"N FFE 508 \ '^ C'`-'F�-'( I �CFLASSROOM` , •. DRA - - a ADF4(NSTRATVE�AAI N� /• \ T_ F / WE: oo \ \ �<^ : a AT,TAC 512 5 ` / ,e BUILDING - - FFHALL /, 1$.>x BU 1O N \ R�,�FF' X /\ \ - - �22. $1'�VD O.. _ ao \ ----- `r�1�<o .� \ 1 v':, FFE SofiTi85.5� I 51 °% .1 yes a �� 7) 6 RISERS BL G D4 3 \ C' \ ° ?C : ° CLA&R M2 sT. - _ 9 F oo \ - \ \"�-..r° i/1 1 Y RD DRAIN m' j /° a a F-' — -- / .` �. 17 . (4) 6" RISERS,<.I.�h�- /E �18.5 r 12/ "' - - \_ WQL'�., ;.94.m 1 /J - .SD ao/ 4 6° RI ERS - - _ 2 11 RISERS _ - �/ Dr os \ E Ste) 02 4= \ b08 �,,rp FFE- _ - - _ \S�Ps6O�FF� ANEW 0 - A A \ v v S v v v - _` - /RISER - v CF 17 Z 5511665 vv\\�✓ - - 1 / -�v G6 \GE I / C/LS/� OM 51PFE5 -BUtL{F5116..5 GLP7 ELEVATED ON PXR O - -- - - - -- -- - - -- -- SROOM \.. PV- / / - �, V A v / I c FOUNDATION'SIBUILDING ROOD` 516� / / / OM /• �� r \ate _ _ -7 1 1A \ COORS ATE \ -. - �/ °� \ \ / / - - \ -\� \ \ 6.0' ` ' \ \ 1�510 Vj G\Pssp$S�o DOWNSPOUTS SMITH \ \ V v - / / \ \ o A _ -� v CLASSROOM \ ARCH. PLANS,.\ _ \ \ - J ` I In FFE 516.5- \ \ / / �1\ \� 5 G F `O � OLP O\�S � DIAME - - � \ iy l CITAP' 7 - - _6 516' a h ' 0 \ / \ PUMA SIATIO // \RISERS 02,E +� ---- \ —1\ \ y \ \\ o \ \ \ ---NEW p2 RISERS- - o� / / i \ \ \ ++ �500` S-1 C2 \ �/ TTIE GRADE TOT ---- So2ON-T—� ° C1 2 N1=W \\v_ ✓ FFER AREA \ V A V V A-- _,__--- �/ /' /\ / / /-001 �490� - - // /'//� / -�f // / // 30 0 30 60 90 Graphic Scale: 1 "=30' NOTE: Sanitary laterals and water service lines to have a min. 18" vertical separation. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Tg r' O � u it i �I. Sxl P a Lic Va.45 ��`S rlrrnT E�� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request-ACSAI 2022.09.27 [AcSAI 2023.01.04 [SPA Submit21 2023.03.23 [SPA Submit31 FILE NO. NMI GRADING & UTILITY PLAN Q 9 BO B1 B2 oN 50 500 495 490 535 485 530 480 525 475 520 470 515 465 510 460 55 565 4 STORM PROFILE A3—A3a C10 HORZ: 1"=30' VERT: 1 "=10' A2 A2a B3 N rmr. O M r N O h r — I � N dQ z �a N woH z H N N M N 15 rn � 0 rADPF 0 3a m00 0 N a a — z _ z d' z - >- o � N z_ - 15" HDPE W Is r 0 10+00 10+50 11+00 11+50 2 STORM SEWER PROFILE BO—B4 C1 HORZ: 1"=30' VERT: 1 "=10' 3 30 m X. 'KADE 000 U — .00 2r / o a ' 2(w (0) IAJATrQ 1" WATER 515.87 1 HuPE r N o 05D > z 10+50 11+00 Z 4 STORM SEWER PROFILE A2—A2a C10 HORZ: 1"=30' VERT: 1 "=10' 12+ 535 530 525 520 515 510 585 IZ+UU 1Z+DU 505 500 495 490 485 480 475 470 465 4660 13+Ck 5 53: 531 521 5Z 51 511 50! 501 aoi Al (A2 A3 A4 M m O i I WATER b -IRE o= a PE `O n N O Lr)� 41 �o i 10+00 10+50 11+00 11+50 12+00 3 STORM SEWER PROFILE Al —A5 C10 HORZ: 1"=30' VERT: 1"=10' AO 0 0 0 0 51 515 510 510 v� —�.�----- ---- 505 �rn on 505 U w r r z - o 500 a a 500 0 495 Z 495 — - _ - " ^ O1 m 490IF N N 490 59.3 LF - - - 485 ^ 485 7 0 00 O 480 D 480 d7S z 4 5 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 5 STORM SEWER PROFILE Al—A1 d C10 HORZ: 1"=30' VERT: 1"=10' S1 S2 S3 S4 51 505 500 495 490 510 485 z 505 48(A N 500 a 475 495 470 540 0 4 6 STORM PROFILE C1—C2 C10 HORZ: 1"=30' VERT: 1"=10' a .p N + O � 2 `s O F w o + N + a i Z Zf0 7H � N u N <o 174.53 �r _ S SDR-35 25% m o — z ' �a z _ � 20.64 IF zo _ z o> z 1D+00 10+50 11+00 11+50 SANITARY SEWER PROFILE S1—S4 C10 HORZ: 1"=30' VERT: 1 "=10' 12+00 12+50 13+00 13+50 NOTE: Min. of 5' vertical separation between sanitary pipe and drainge ditch crossings (typ.) 14+00 14+50 15+00 510 505 500 495 490 485 480 475 470 15+s4�5 124 535 530 525 520 515 510 505 500 5485 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r O � � u Ju: > I. Sxi P a Li c No.45 3/13%3 w 'Q;w 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 Submit21 2023.03.23 [SPA Submit 31 FILE NO. UTILITY PROFILES C10 MATCH LINE 550 545 540 535 530 525 520 515 a p r Now W U � (7 ol o W w U O m N N 00 z w W N O + + + + � � O Z m O J H H H u H N W N C1 0= 00 W Z O J H 3 mCo NN 10+50 11+00 SEPARATION 0 16+00 'N UwN 12 QN o ]�iN _ Lo ;w<z 1 WATER MAIN C11 HORZ: 1"=30 11+50 16+50 PROFILE W � Qin HNN V)NM 00 +W �� da x N OO 12+00 MATCH LINE 00 N } p r 17+00 m Q. I N7 12+50 U) } p 17+50 m Q. U)-t r } Q(0 U)000 r U +o W �� x mm 13+00 18+00 13+50 18+50 ui 4+00 + *Z W Qm VI 19+00 14+50 15+00 19+50 20+00 15+50 r N O w 20+5�0 NW Q-t ( Q ~ x Q UJ L=i C)U = W 0 m OC) m o M M -t +p + + O Z O O Nm N N U)m Cl) U) 550 545 540 535 530 525 520 515 55 0 -:3 16+00 �0w0 + Q N H X Q Z_ V W 16+50 Q�n 17 0 NNM m w Q 7 H X N 00 VERT: 1 "=10' 30 0 30 60 90 cur-E7. UT -EX. I _N—� l 42CONyEC-T W AP EX. 4 Graphic Scale: 1 "=30' f THE EAST & ABANDON —308 /I UT & CAP EX. 6" LINECE — GAP — — — UPON COMPLETION & — — — — — — / TESTING OF NEW 8° LINE / °BEN —+o W �W W NEW — \ " TS+V ON EX. 8� ALINE 6' E — W� A \ -42-y_ ON — o� W E / vy EtTE � $E WITH PAR � W OF NEW BA CSLE1ATEHI{N-UVS��%AL{ _� I � W W 6 TS& W i w NEB SVC — — ��—� \ \ \ _ — / / �� CONNN,W GV - GV 46 / / / / � W ?� = -md 4:, 0. BEND 3 X. FHA TB 530 '5 WNG �yygq 7` W 18_CASWT IRON .RAW �TpL1NE— — / / / /Ov' / / / / I I I 1 \\ \ 'k. — ' / / / I .... W.. — W / / .,..:'/ /rye' / /,>. / / / / \ \ I I �`"s�.•,.. i + / / / / / / . . — - ,, ✓ / // / 3 — — / / � �/✓ �:. Tom_ � � �, / / / / 1 � \ � — `_ — � / / / / / / � �.. ' / — — — —O / .,.,`.,,,i'e/ /h/`L .<1 // -- /fir / /—/VV w w —IW �� mowV A W1 vv 52 �w w —w WV W — W i FH v w VA SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r O � U ju �P a Vo.�H Li45S 3C13w� rlrrnT MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central systems Request-ACSAI 2022.09.27 [AcsA1 2023.01.04 [SPA Submit21 2023.03.23 [SPA Submit 31 PeP� FILE NO. 18.020 WATER MAIN / / � I 1 � ` / \ - - , / /\ / / \ - - - \ / REPLACEMENT &PROFILE W 4/ / �-��\� \\\. �� C11 I \ 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 4q_+ 30' PRESCRIPTIVE RIGHT—OF—WAY ROAD (TYP) _\w w_w\ SIGHT DISTANCE (35 MPH) SDI: 390'- %71V1 I I LJ1%7 1 /-%IVI,oL LLr I L/\I IILJI I SIGHT DISTANCE (35 MPH) SDR: 390' 7 -\X Ilk"ZI �Tq --- o— • • 30 60 •• Graphic• - n r rn 0 rn 0 0 10 -r �m Leo N00 �Q� om MN om +� +— +NOj +'6 +a +� +� PVI STA. 17+82.00 w w w > > PVI ELEV. 547.52 > d d ¢ d Nw Fw <J 135.0OVC <¢ J Nw Nw Nw w 155.48SD 0 u 55 u U u u >> 55 0 u 17.87K-Val >> d a PVI STA. 12+57.00 a s >> d a PVI STA. 15+65.1 9 d a a s >> d a PVI STA. 17+73.86 >> a s SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r O � � u Ju: i I. Sxl P a Li c No.45 3!;13j'23 l`�yw�� nx" ' �� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request - ACSAI 2022.09.27 [AcsAl 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 31 FILE NO. ROAD PLAN C12 HORIZONTAL CURVE #7 R=1636' HORIZONTAL CURVE #9 R=1 156' I L J I 38 /�r// —/ —L — �`/ / //�_ / —/// /—\-/� //_i /T//— / —/— -- —// /T/—i +'/00 �PI— / ; ,' --- _—w„—I -- --•:—.i\ce_ — F�—'r t- n — — -- --XF-�— Wrl ,F `T—_ F _ -- ` — —J — \/1 y \— \ _i \ `�—/ a \ 2`2\+2` `-- \ - x \ \8 + \_ 00 00 21+00 22+00 26+0024 00 24+50 0\ +00 ROUTE 702 RE RV IR ROAD 30' RO25 5 PI x VDOT RIGHT F W W W 3oN WAY IV- YVDOT RIGHT O— NEW TREELINE0HORIZONTAL o CURVE #8 � _ w HOOIZOAL w CUROE\ 10w —F F w w w w - —\— w / + CO /tip SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT Lq ,n in 4 o Q N 0, O N O «S9 — r " N 912 E. HIGH ST. 434.227.5140 o Ln r•i Da N rn r r O C6 M ro N oS� rn m o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM +� +� +r7 +i'1 +r + CO DO oN n +uyt n i+ PVI STA. 1 7+82.00 PVI ELEV. 547.52 > > > > > W 135.00VC Q W Q W Q W Q> J � Q O ci 155.48SD vQ~ iw N Nw a v~iw v~iw c~i�w rn w v~iw 17.87K-Val 55 55 >> Nro 5� >>ain »> 55 c+o� a s a s a s �° co a s a s a s a ui a oa a a s N PVI STA. 17+73.86 PVI STA. 20+00.00 +n PVI STA. 21+47.00 PVI STA. 25+ 1 0.00 PVI ELEV. 547.70 PVI V. 4.7 O'n PVI V. 4 w LO PVI ELEV. 526.90 w ']'H ed �A 1 6.33 .. .. PVI STA. 21+56.01 PVI E EV. 539.10 — 1 B7.15VC r O � � u Ju: i Sxl P a Li c . o.45 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request-ACSAJ 2022.09.27 [1 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit 31 a M r r + a FILE NO. N N ul 18.020 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 ROAD PLAN C13 OF 1 SIGHT DISTANCE RIGHT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 2 SIGHT DISTANCE LEFT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' HORIZONTAL' CURVE #11 _R=933' 24 29 25 PI 9 30+ HORIZONTAL CURVE #o 9 R=1 156' 0 o '-�l 1 62 0 J .' 60 \ 26 Ov -- ROUTE ,- RESERVOI/R ROA 30 RO 25 5 PI L- 4 i WAY \_ VDOT RIGHT F HORI�ONT�gL QURV�\ # 1 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT �'? N 912 E. HIGH ST. 434.227.5140 N + o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u� ,n N > o 0 aJ q o- U N N W O +06 +O d d O� N r ifl N 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 555 Arj.1'Y>r'I"TH 550 � 1 U itf r �. sxi P a 545 Li c N!0.45 � 3�13%3 w� 540 535 530 MAJOR SITE PLAN AMENDMENT 525 REGENTS 520 SCHOOL 515 ALBEMARLE COUNTY, VIRGINIA 510 SUBMISSION: 505 2022.06.28 REVISION: 2022.09.07 [Central Systems Request -ACSA[ 500 2022.09.27 [AcsA[ 2023.01.04 [SPA Submit 21 495 2023.03.23 [SPA Submit31 =4 485 30+540 0 FILE NO. ROAD PLAN 18.020 LM .. . I K- • C14 \ i � I I I I 11 \ \ I \ DO 0 �J / / I / / I / / I / / I / I / I / / I I I \ I \ \ \ S� EENIYG\B FF \ \ \ \ I t 1 \ \ R / / �I \ �� _ _ 8--- \ 252'R 2' \ \ D \ \ LO_ LOD _ — — > L \LD' �LOD� 7 00 LANDSCAPE SCHEDULE Total Plant Min. Height Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity (ft) in Canopy SF Canopy SF 10 Yrs Large Deciduous Tree Fogus grandifolio American Beech 112'-1�q" 21 20 227 4767 ® Large Deciduous Tree Querus bicolor Swamp White Oak 22 9 31 299 2691 y' •'r Large Deciduous Tree Tilio tomentoso "Green "Green Mountain" 2z 10 25 276 2760 Mountain" Silver Linden f" 1 Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5' Ht. 44 25 123 5412 j 0 Ornamental Tree Cornus florido Flowering Dogwood 6-7' Ht. 15 17 124 1860 OOrnamental Tree Cercis conadensis 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 plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 57 6 23 1311 ® Broadleaved Evergreen Shrub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 divaricatus I ' ,II II' i' i'll I, II ' II II Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 22719 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. � e i tooTT--llll LOD\ \ \ \ e A — \\ MAX'2'HEGHT I 1 •. —c`> D— <��Y \ ��\\ \ ELOCA 15 'I ' A'A-- C 24 AI IiIi Dili I I I _ ACCESS \ — A V A A \ r v V A v A Li1D o jASEMENT LOD�/ / / 1 \\ \\ \\ I {,p� GYMNASIUM / / MAINTENA CE GROUND I' $ \ \ // OVER ALL SL ES 3:1 0 V � \ \ ,p I� 'I I• � � / / / /' � ' � � / / \ \ ` A \ I/,I, A I � I I EXIS'tNG TREELI E \ // // //MAXWALL EHEIGHT \' I I' 1� the.• i ,'" II"I'I ' \\\ \ \ —�\ 1�`\.�' i , i — — — — — — — _ / / �(14) 7% RISER 1 I Ir I r .r q: .r w ❑ •%• • 7• ,r \ \ \\. WALL A/ // / // / / /' f/ / (10) 7" RISC I Ilib•, Y } i•,�•, TW 9 / / / / / / _— 96 _ / / / (7) 7- RISER r V \ v V v BW PO / / / / / /' / WA rei D 'I vJ Z�—J� TA B_ \ \ \ \ I / / / i / MAX 3' HEIGHT 1 \ — 1, �w a9/ / // / � / r� / @UILDING 7 v v A ` \ / / / \ -- _W 84 / ----' / (4) r;RISE w w —w w w w WALL C / , / `•, \ , '1\ 1W / / LOCKER �\\ A LL F /BW7$ / / // I // MAXW10jHEIGHT / / P I 04- 2%6RM W/, . \. BUILDINqH • I ` — � — — — \a \\ _ — — — `�u -- `t; i p q°', .CLASSROOM \ \ —_ — \ \ \ — eD / _ i _ TW 2 — — — _ _ _ -+ \ B n i.. '� \ \ :• —BUILDING B CLAS`SRO04, BUILDINQ 12 3W / ( $ l — l S\ MA LL �� a' LASSROOM� ,� BUILDNGii — _� P _ REGENTS' / y e ' ' I / /1/ ' • \ \ P \ �� \ — — ADFIINISTRATIVE � d •. , L BUITIN -6-2 \ \,p � \ \ BUILDING \\ \ \ \ (DD 1 I ' — — : \:'. BL G D4 \ - 4 __ ' .. �n . •f'\ \ \ \ — '� o . • a / / a° /.i CLABSRa M6..RISERS 4% \ \ - \p J c .� f/� `\ (4) 6 RISER �e •�— / ER r � � I I . '. . \ � \ i _ — g \. , ... � ` � � _ \ � �' r-� ... .. s ., _ � .. .1• WAI,)v i 4 6'/RI !YA I— `- \ NF\ F / ,\ _ �� • CLASSROOM \ \ x EIGHT 5i• ' — — — / .LLASSRppM 1 10 1 -- (Oo _ _ —_ �' / �1 1 • \\ W6. \. P °•(1 ....SRO \ V A°- \ \\\ /_— e�dQR �w °\ es2°M�\— I41� -� i i� tl A V A �� \ --—R�SE&S— ws CLAS I— �•V A ° '07✓�— .. m _�� -- -- CLgS7 RODM >\ \ \ �——�— . \ \ L \ \ \ °° ll�� — — J� _ CLASSROOM E _ N- \ SR T V A A RD o» \ �..VA A -�� v. \\\ V A V V A \ A _ V A � V A A \ \ \L V \ \A�\ `� a�� A�L ��'��OD o \�o�I \ * // / — _��- �b V�`1 \ \A� \A V \ \6.-0 Ai •�/ � i —1 7 \ / BUILDING �a CLASSROOM O �i —7 LV A A AV — �� V A A—J — '� I --- o — —� 1��yS�rT - �V \ --� (17) /v \ \ \ v f 6 �\RISERS-- / TION \� �— �'/ �\ \\40, FENCING \ \ IVI 1 I I\ V V A•\� A�.v.�\Vy��- \\— -_ _ — �`��. - \ \�E%q \\ -- . \----\-----�— � 2 RIS) --�� 6EGRADE TO `— -,LIMITS F ) / ) / / 6T7�1URBAN4 EAR644CP L06 17 — vA -v v A. LOD -'•� _ 40 0 40 80 120 Graphic Scale: 1 "=40' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r' o - U it I �I. Sfu P a Lic Vo.45 nxrAI IC, MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central systems Request-ACSAI 2022.09.27 [AcsAl 2023.01.04 [SPA Submit21 2023.03.23 [SPA Submit 31 FILE NO. LANDSCAPE PLAN NMI C15 LANDSCAPING REQUIRED: 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 FOR SHRUBS SOIL SURFACE ROUGHENED A TO BIND NEW SOIL 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, PLAI SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL C16 Not To Scale LANDSCAPE SCHEDULE Total Plant Min. Height Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity (ft) in Canopy SF Canopy SF 10 Yrs Large Deciduous Tree Fagus grandifolia American Beech 12"-14" 21 20 227 4767 �+ Large Deciduous Tree Querus bicolor Swamp White Oak 212" 9 31 299 2691 y' • r Large Deciduous Tree Tilia tomentosa "Green "Green Mountain" 2j" 10 25 276 2760 } Mountain" Silver Linden Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5' Ht. 44 25 123 5412 QOrnamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 OOrnamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 Ornamental Tree Prunus Weeping Cherry 6-7' Ht. 10 15 77 770 la Rosa' Pendula Rosa' Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 O Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 57 6 23 1311 ® Broadleaved Evergreen Shrub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 divoricatus Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 22719 NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy 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 b1A :MIN .: .11 w a 0 I if 1 0 ih 1992 3.38 FENCING AND I I DRIP LINE SNOW FENCE BOARD FENCE 00 00 ORING I� CORD FENCE +a*Itaw -� PLAsnc FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING a" � TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING SITE REQUIREMENT (32.7.9.8) SITE AREA: SITE AREA: CANOPY REQUIRED: CANOPY PROVIDED: ACADEMIC WOODS AREA: 10% CANOPY REQUIRED. 832,432 SF 832,432 SF x 10% = 83,243 SF 83,243.2 SF 22,719 SF +260,924 SF 283,643 SF PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (1z"-14" 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) 95 PARKING SPACES (95/10 = 9.5) REQUIRED: 10 LARGE SHADE TREES PROVIDED: 19 LARGE SHADE TREES LARGE SHADE TREES (1"-14" MIN. CAL.) 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. Cb fiiAlbemarle Conservation Plan Chec -To be placed on Landscape Plans (Handbook, pp HIS-297 for complete specifications) 1. The following Items shall be shown on the plan: ❑ Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has beep erected and approved by a County Inspector. 3. Pre-Constr31on -Conference: 0 Tree preservation and pmtectiop pteaaures e review b contractors site: 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic and oragc o1i construction materials u id�� soil sell note its $ie mea io trees e saved. SZ Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6 LE Fires are no tied within 100 feet-oftholliripifint ~s obe s eij . 7. Toxic Nlaterialsi 0 Toxic materials shall do3be-stookeUwithi M feet -of the dripline of trees to be saw'. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencin1g�.1�.J 0 Fencing shall be in place and shall be inspected andapproved by a County Inspector prior to grading or LxtrYIin1 9. TreelVolla 'f❑W og�wd level must be raised within the Whine of ait eert"esaverdJ, a tree w4shall be �l and � Fa s&66' w & sub"tt� for approval `d0 ee Walid: ❑ Ghent nwtmimd eve sE be lowered within the dripline a tree to be saved,:ptiea wall sbatl beptoviaadl amda FoTiru on detsai] submitted for approval. It. trenching and 'funneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as posst6lI TmmeY under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder root$. 12. Cleanup: 0 Protective fencing shall be the last items removedduringth ie final cleanup. 13. Damaged'Irees: ld Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a $ee spbcia$st ONS171LITY TO CON�1� WITH THE CONTRACTOR ON TREE CONSERVATION IT IS THE DEVELOPER'Sli✓GS� 0 /06 Pagil1-bf 2 CONSERVATION PLAN CHECKLIST SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r O � U Ju: 1I.Sxl P a Lic No.45 nx" EEO MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request -ACSAI 2022.09.27 [AcsAl 2023.01.04 [SPA Subma 21 2023.03.23 [SPA Subma3l FILE NO. 18.020 LANDSCAPE DETAILS C16 of / / 02 0.3 `03 0.3 0-3 ad 01 .4 y' i as a3 0.7 0 S 0.4 a., 0.1 0.1 a1 0.1 0.1 all 0.1 01 OD OD 0.0 [to 0A am 0.0 OA OA 0.0 0.0 OA 0A 0.0 DA OAIV G.0 OA a1 aI im 01 aI a" 0.1 as a" 01 a1 QD am OD aD OA aD 49 as a's OA am DO 0,0 0.0 a's aA DA 1 0.1 0.1 ILI Q1 0.1 aI Q2 0.2 02 02 Q2 a1 0.1 ILI 0.0 DA QO 0.0 0.0 a0 0.0 0.0 0.0 00 00 0.0 0.0 0.0 04 QUO 1 0.1 0.1 0.1 02 02 0.2 0.8 0.8 0.4 OA 0.3 9.3 0.2 0.1 0.1 0.1 OA 0.0 0.0 0A 0.0 0.0 OA 0.0 00 00 0.0 OA 0.0 0.0 OA 10.1 Oil 0.2 0.2 03 0.7 7 0.6 as 0.3 0.2 0.1 &1 0.1 04 0.0 0.0 OA DO 00 00 0.0 0.0 0.0 QA OA O.0 00 I a1 0.1 02 0.2 0 a0 1.0 1.5 Is 1.4 /2 '1I T�., 0. 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'as N&.7 4.3 1R8 1 1.0 6 Do 00 OD 0.0 0. a0 0.0 0A OA 0.0 DO on 0.0 0.0 DO DA as a 'XI.9 N1.3 NIA 'S! NOA 'SA Noe 'S.7 If 12 00 00 0.0 00 0 00 0.0 0.0 DA Qa 0.0 a0 OA 0.0 OA 0.0 din a9 '112 NIA 'S.7 N41a14.1 'S,■ N1 'S.i 0 0.5 00 00 OD no 00 0. add o. DA 0.0 0.0 oA 0.0 0.0 DA aA 0.0 a.0 QA 3 OA N0 N1.7 '113 'L7 NIA 't1A VZO N.5 0. 0.6 0.4 falls 0.0 0 00 0.0 on On 00 0.0 00 888"` OA 0.0 0.0 DA oA 0.0 DA am 0.0 oA as 0.1 0.2 03 No .1 12 IS 1.0 0.7 0. 00 0. 00 00 o0 0o on 00 0.0 0.0 OA 0.0 0.0 OA 0.0 0.0 0.0 OA 0.0 Am 0.0 0.1 0.1 0.1 02 02 OA OA Is 1 as 0.4 0.2 01 00 0.0 0.0 00 00 0.0 DA DO 9.0 a0 O.0 0.0 0.0 OA a0 0.0 0.0 o0 0.0 02 00 0.1 0.0 0.1 IXI 0.1 0.2 03 0. 0. OS DA 02 0.1 at 01 0 0.0 0.0 DO 0. � 0.0 0.0 QA 0.0 0.0 OA OA 0.0 0.0 0.0 0.0 0.0 0.0 0A 0.0 Om OLO 0.1 Oil :1..of OA 0.2 as 0.3 IL& a3 O2 02 012 o.l 01 0.r 0.0 0.0 QA 0.0 0.0 0.0 0.0 BID am 0.0 OA OA CA 0.0 no OA 0.0 DA 0.0 0.0 OA QO 1. 0.0 o47q of Ds at a.1 2' at o.+ 0.1 at 00 o, 0,1 .o oo 0.0 On oA aA a.D 0.0 oo as 0.0 aD as 0.0 0.0 11111 act 0.0 as as 0.0 a.o on 00 01 0.1 0.1 0.1 D1 111 0.0 Da 00 0 0.0 no 0.0 0.0 act 0.0 DA aD 0.0 a.D am 0.0 0.0 DA 0.0 0.0 0.0 DA 0.0 0 0 0.0 00 0.0 no OA AD a om O.o OA 0.0 0.0 QO 0.0 0.0 QA 9A OA 0.0 0.0 DO 0.0 OA 0.0 0.0 �B 0. „ oo 00 0.o oo 0.0 0 OA 0.0 0.0 OA 0.0 0.0 0A 000.0 :A OD 0.0 a.a 00 OA 0.0 0,0 00 0.o Do OA 0.0 0.0 OA 0.0 0.0 0.0 00 0.0 0.0 OA 0.0 0.0 DA u 0.0 a Plan View PARKING LOT SITE LIGHTING PLAN �� L/THL7N/A CSL/GNT/NG CONTRACTOR Contractor Select" ESX1 1XD Area Luminaire The FSX3 00 area Iumlccone provides the tombmation fo best pmdan, best form and best debvegandnldeal lot eplannn 150W to 40OW HID luminaires FSKpmwdeSupto76'S energysavmgs, long senrelim and fast pai AIIFSKIIuminaitesfeatureadjustable light output, providing own light levels from each Iummalre. allowing greater clecibi Iny m thefielda+dondislobuton shelves FSXLFC is mmpettively priced and always in stork finqmd delivery FEATURES: • Replies 1 i0W to 400W HIO • 80DOW25:0oolumens • AdlunaOle Dgnr Outprd ldl0ltxhnologp ideFauhsel to high) • Type 3opbc ava0abl¢In 4000K and 5000K • Reversiblearm mounts ontpminimum 35'round and square poles taw lumens Wath Schedule Symbol Label Image CITY Manufacturer Catalog Description Number Lamp Ii I",.,Jt Polar Nut Lamps Output pCivare, 4 LOthonia Lighting E5X1 LED P3 4UK K3 ESX LED Area Luminaire Size 1 P3 Lumen 1 20658 1 146.35 TIC Package 4000K CCT Type R3 Distribution On s. Max: 11334cd 3 Lithonia Lighting ESX1 LED P3 40K PIS ESX LED Area Lumma)re Size 2 P3 Lumen 1 21680 1 292.7 Package 4000K CCT Type RS Distribution o 13 Max: 8391 ';�.'v �r••r LIaTFO LSKI LLD P2 SM 14 �� ,,K ESD UPPi RIVATUPAOLSODNDN2 •IRNINY olmommss E911�� SkN�IE F Asitp 2SaV M Dal WONA A to TS-WA® ON ESialaDNRISOYRSMSDNilUP40U3:D00XOEE21 4f55R1i71 Oa1tia99.16355'3i1 8O R9 1 Insg -s..INECT, .;Ingram. orc'figgainarrow.ra`De-CIitiNIrwT rw Tl' N"_s rmur`mam ° lu �' I�R'7rlpu,, ,.i"ntr<r �;yi2�41��var€Pd-Fsa7d'IR u`a�aal f'IrY' - rLr015IiY uikTd4011 rya CP?9gY 02 CS '. L/THON/A L/GHT/NG CONTRACTOR NNINI -.00 Specifications UNTENDED USE: tllle£5X offers a complete area lighting package crooning ¢veryllong needed interlace I SOIW to 40OW HID area Iummmres. Adjustable 11M output provides too light levels from, One product allomng unsure, fkatol, while helping reduce Inventory costs. CONSTRUCTION The ESX LED area lumroaaelealums a rugged dm asi alonnoll (Nil bodyflain"ttil uses hear dmotifing fins and how through venting to ymcde optimal thermal management that both enhances tfD efficacy and enends (omipaul life The mourning arm is made of extruded Jlummwe and its sevenrbm tuna on allows Ins namrbng on round and Square Poles . the lummaves optics are IP66 rated, and sealed against moisture and environmeml contaminants the low peofde design rmlis m a bw EPA ESX is rated for mm,mgm I.5 G wbrauon Imd per ANSI C136 31 ELECTRICAL: bred engines mnuy of h.gh fai LIDS wrth LED lumen maintenance greater than BR60000houn. Color lemperalure(CCTlopotfor 14000K and SOOOr( with minimum CAI of 7Dam available Elemom(dmen art 010y capable of continuous dimming, and ensure System power factor -90% and THD <20%All lorro ne5 have 61 wore polechUn. Driver input vdtagm available n MVOIi',1110 277Y1 and NWU i1t7490Y1 INSTALLATION: ESX features an extruded aluminum am thal rs reversible agnnr3g It to mount on both murd andcquampdes ESXI can be mounted onto minimum 35i square and round poles An a(@SSOry wall mount bras i ASO available. LISTINGS'. UL listed to meet U S and Canadian standards Suitable for yet locationsRaifor 4O'C minimum arnboem. OesignLights Cansgrtlum' ODIC) Premium qualified product No all versions of this product maybe 0Knr Preumquelified Pheasaheck me OLC puanfxd Plarri tin ara+r•a. l-'1, nclOh s +r:r'nPlmmnbml WOrch versions are qualAlM. WARRANTY: 5 year 1,mited wananp,TIRS tithe only warranty poorrindedatd no other statements in this npecdonan sheer cleraTgirry warranty at any land.1�16cUN9 i�t„ar ym�liodd e�winners are tliKlfi�elen�afa83tp.�mnsltl a�M.dl� xrrnac0id-613nd$fvu r _ Nob Actual performance may dlRet as a resuh of end uurermmnmeni and'applKAIDIP All values are design or typical Salinas, measured under laboratory conditions 921 `C 5tK(dKabgm Sot!fed {q tha9ge W'RIWOLngD44. g fctl esugy,I�a-sf Na 1� [ `}flSiAw7 113�a '�Ilnw-(`e. m X'!:-t�va`�pa a . �grEryuf��igkre Dimensions �� pis � aa.L�I�r�dMdLd W FEDERATED LIGHTING VIRGINIA J 0 0 U H Z W W 11 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. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 10 'o T;` j MAJOR SITE PLAN AMENDMENT \Al1111 - rlslREGENTS lummaare Iroach 1W) Winnow, I Hegh, Hi I 51'e.yM Fea SCHOOL ADJUSTABLE LIGHT OUTPUT(AL0) Irtemal5witc!r Rmdes two light IfvPls of greater flan Mbty Wllhm one product Idelaull Set to hrghl. Wmman, LumensrMgh', Lumens. taws •I' end,,,«mr"I I - REVERSIBLE ARM MOUNT: The UPtn-renlde arm is designed lb rccunlonto round and squampoes Di installation. the Flat earn of The arm IS nixed against the flat Surface on square poles. When using with round poi .the arm can be tamed anoun0 so lloni (uned era S placed against the curvature on round poles. ESX1 can 0e mounted onto minimum 3.5'squam and mind poles. 14:9771R,AETtiHISELE49t 6510TaviB IdBD la Designer FLVA BAP Date 09/14/2022 Scale Not to Scale Drawing No. Summary ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request -ACSAj 2022.09.27 [AcsA[ 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit31 FILE NO. LIGHTING PLAN 18.020 C17 T 12.00 in 1305 ram) o 20.00 in (508 mm) 26.00 in (660 mm) Luminaire Data Weight (luminaire) 40lb (18 kg) UL listing number E338094 UL listed for USA/Canada UL1598CSA-C222 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 500C (1220F) rating, luminaire Photometric Characteristics Projected lumen maintenance per IESTM-21-11 L90 (20k) >120,000 h L80 (20k) >120,000 h L70 (20k) >120,000 h Lumens' 89,600 CIE correlated color temperature 5700 K Color 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. `l`/`/`/ Ui and forelgn patents) Issued and pending . 02018.202011dusm Spom Ughtinq LIC . TIL-IEO-9005700K75 CRI . M-2628enN06 musco 1 25.00 in (635 ram) 26.001n (660 mm) O 0 24.001n (610 ram) LI, Luminaire Data Weight (luminaire) 45 lb (20 kg) UL listing number E338094 UL listed for USA / Canada UL1598 CSA-C222 No.250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminalre 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 500C (1220F) rating, luminaire Photometric Characteristics Projected lumen maintenance Der IESTM-21-11 L90 (20k) >120,000 h L80 (20k) >120,000 h L70 (20k) >120,000 h Lumens' 136,000 CIE correlated color temperature 5700 K Color rendering index (CRI) 75 typ, 70 min LED binning tolerance 7-step MacAdam Ellipse Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminalre. 0000 U.S. and foreign patents) issued and Pending . 02019, AM Musw Spom Ughdng, LLC . TLC-LED-1200 5700K 75 CRI . M-2943-en04-5 musco 1 SCALE IN FEET 1 : 60 Poo orefere(s) +sfinnpints) slansare relative to 0,0 reference poirit(s) 0 60' 120' ENGINEERED DESIGN By: - File #200947C - 16-Nov-22 SCALE IN FEET 1:80 Polelocadonisl +dimenslorlsarerelattve "Mail 0=4 WOO reference point(s) 0' 80' 160, ENGINEERED DESIGN By: • File #200947C • 16-Nov-22 Regents School Of Charlottesville Atheltic Field Charlot ille,VA . s Name: Blanket Grid Spacing: 30.0' x 30.O' Height: 3.0' above grade MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 10.16 Maximum: 38 Minimum: 0 Avg Min - Max / Min: UG (adjacent pts): 3303.11 CU: 1.00 No. of Points: 280 LUMINAIRE INFORMATION Applied Circuits: A No. of Luminaires: 22 Total Load: 22.94 kW Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musw Warranty document and Includes a 0.95 dirt depreciation factor. 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 t 3% nominal voltage at line side of the driver and structures located within 3 feet (Sm) of design locations. 0000 m- rr We Make It Happen. Not to be reproduced in whole or part without the written consent of Musw Sports Lighting, LLC. @1981, 2022 Musw Sports Lighting, LLC. Regents School Of Charlottesville Atheltic Field Charlottesville^ Name: Property Line Spacing: 301 Height: 3.0' above grade HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 0.0151 Maximum: 0.45 Minimum: 0.00 No. of Points: 180 LUMINAIRE INFORMATION Applied Circuits: A No. of Luminaires: 22 Total Load: 22.94 kW 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 RPE-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musw control System Summary" for electrical sizing. Installation Requirements: Results assume 1 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. We MW f aH�ppen. Not to be reproduced In whole er pad without the written consent of Musw Sports Lighting, LLC. 01981, 2022 Musco Sports Lighting, LLC. 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. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r U Ju: ) SxJ P a Lic No.45 � 3�13%3 w� o FS nXIA1 �`yG MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central systems Request -ACSAI 2022.09.27 [AcsAl 2023.01.04 [SPA Submit21 2023.03.23 [SPA Submit31 FILE NO. LIGHTING PLAN 18.020 Page 61148 September 2019 Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2) NOTES Guidance: 1. See Table 611--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 opportuntty for disabled vehicles to pull off the roadway (see Figure 77C-6). 3. When closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side signs cannot be installed' 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 P 9 Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 -35 36 + 0 -35 1 36 + Transition 20' 40' Travelway 1 40' 80' 1 Construction Access 80' 120' Construction access spacing may be increased to this distance, but shall not exceed one access per % mile. 8. For taper lengths, see TTC-19.' 9. See Table 611-6 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. P � 1'Y P P g c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A4 of Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type II shall be used. Refer to L&D special design drawings. 11. 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 P g g sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers and centered' in- between the barrier panels along the parallel or tangent sections' approximately 24 inches up from the roadway surface. Guidance: 12. Eradication of existing pavement markings should be as shown in Figure 7TC-55. lion: 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. Long-term transvere rumble strips may be installed to enhance the work zone see Chapter 61F, Section 6F- 99 paragraph 12 and 13 for installation guidance and spacing,2 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 RIGHT SHOULDER �� CLOSED RIGHT SHOULDER i CLOSED AXEAD ROAD WORK AHEAD 1: Revision 1-4/1/2015 2: Revision 2-9/112019 Stationary Operation on a Shoulder (Figure TTC4.2) 91J 1 1 500' ± September 2019 Page 611-09 Page 611-14 September 2019 Lane Closure Operation with Temporary Traffic Barrier' END G20-2 V ( _17 500' + ROAD WORK BARRIER PANELS c0 SEE NOTE 11 z of se 6" LINE BEGINNING - BARRIER DELINEATOR of af< AT ANGLE BREAK SEE NOTE 11 OF BARRIER a. Z , TYPE B w > WARNING LIGHT ~ > 8" LINE SEE NOTE 11 a 4 BARRIER SEE NO E 1 BLS �O- O BARRIER DELINEATOR SEE NOTE 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 O� SEE NOTE9 ERADICATE O 200' OF EXISTING PAVEMENT MARKING �O - GUARDRAIL SEE NOTE 11 O NOTE 8 O ILLUMINATED FLASHING SEE NOTE 11 N O AMBER ARROW TYPE C °p SEE NOTE 3 SEE SHOULDER TAPER l I NOTE 1 W4-2R ti OPTIONAL LONG-TERM SEE TRANSVERSE NOTE 1 RUMBLE STRIPS KEEP I uxE Exns SEE NOTE 14 R4-V7L i NERGE W9-2L LEFT SEE Err NOTE RIGHT tRIGuHEice- W9-3R R1 HT NEAB (SEE<V NOTE 1 ROAD ROAD AHEAD WORN "i 1 It1 a.-� WORK W20-1 ( AHEAD H PCMS -SEE NOTE 3 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 Page 6H-15 Page 6H-54 G20-2 (V) 80' - 120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 16 ILLUMINATED FLASHING AMBER (CAUTION MODE) 0 SEE NOTE 9 TYPE B OR C O 0 0 O SEE NOTE 6 O CHANNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTEEi 2 RIGHT SHOULDER W21-5aR CLOSED SEE NOTE 2 RIGHT SHOULDER CtostD W21-5bR AH ' SEE NOTE 2 ROAD WORK W20-1 HEAD 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. 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 be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5blt), 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 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350L500' where the posted speed limit is 45 mph or less. Option: 3. 4. 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 set Remarks Speed Limit (mph) Lane Width Feat Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=S2W/60 50 450 500 550 600 L=SW 30 135 150 165 180 L=S Wi0 55 495 550 605 660 L= SW 35 185 205 225 245 L=S'w/60 60 540 600 660 720 - L-SW 40 240 270 295 320 L=S2W/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 6H.22 Shoulder Ta er= Y3 L Minimum 7. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spaeing Speed Limit (mph) ( P) Location Spacing P 9 Speed Limit (mph) ( P ) 0 -35 36 + 0 -35 36 + 1 0 -35 1 36 + Transition 20' 40'I Travelwa 4080' 'Construction Access Ig0' 120' 'Construction access spacing may be increased to this distancebut shall not exceed one access er Y. 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 611-3 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-23.2) NOTES Guidance: 1. Sign spacing distance should be 350'-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 workzone to insure maximum possible sight distance in advance of the flogger 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 Ofsightfrom the graphicflagger symbol sign to theflagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flogger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E.07.' 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 611-3 on Page 611-5). 6. AB 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 6H4 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. on: 8. A SLOW (W21-V 10) sign may be required in this area to give advance warningof f the operation she by slowing approaching traffic prior to reaching the flagp-er station or queued traffic. Guidance: 9. If the queue of traf)Sc 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-56for additional information on highway -rail crossings). Standard: 11. At night, Bagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be 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 fromboth directions, a single flogger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E). Standard:' 14. When used', 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- 4/1/2015 2: Revision 2 - 9/1/2019 Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) mf3HV x80M •T avoN aro9 3N 3Nr1, doss o1 T 03NVd3Nd - 38 Z om _ Illllllllllllll� r,9n u -�Tm m 99 S'£'Z S31ON 33S ' NOIIVIS a399VT=l PT R SEE NOTE 4 o0S WHOM Oros aN3 ROADWAY ENTER LINE PTRS SEE NOTE 4 & 11 1: Revision 1- 4n/2015 2: Revision 2 - 9n/2019 50' - 100, BUFFER SEE TABLE 6H-3 - 8W-120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100, FLAGGER STATION SEE NOTES 2, 3, 5 & 6 r > wz0a W3-4 SEE NOTE 12 W20-V26 PS SEE NOTE 16'' W20-4 D K W20-1 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. hfp://www.virg i n iad ot. org/business/I oodes/vdot_road_and_brid ge_sta nd a rd s. asp 1.5" OF SM-9.5A 2" OF BM-25 6" - VDOT - #21A BASESTONE 1 TYP. PAVEMENT SECTION C19 Not To Scale °a 4" - 3,000 PSI CONCRETE 0000000000000000 4" - VDOT #21A BASESTONE =� COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 2 TYP. SIDEWALK SECTION CC NOT TO SCALE 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 000000000000000 #4 BARS AT 12" O.C. 00 III III III III COMPACTED VDOT #21A COMPACTED SUBGRADE TO BE FIELD VERIFIED 3 \DUMPSTER PAD DETAIL a9_111 Not To Scale 375 om 2 4 a75' b' RESERVED_ 26 425 ,25 PARKING- ;D 1e asn as7s ' 1s ««« 25 12 0R7-8 NO PARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND -WHITE (REfROREFL) 'Reduce spacing 50%. "See page 6-31. "'See page 6-2 for arrow design. 5 HC PARKING SIGNAGE C19 Not To Scale LCH, DUST 5' PRIMITIVE TRAIL 6 PRIMITIVE TRAIL DETAIL C19 SCALE: 1 "=5' DEPARTMENT STANDPIPE �VITY DRIP 4 DUMPSTER DETAIL C19 Not To Scale c i t F V N B , B ACIt SIBL _ H F Was R7ab "ACIRME B 1 C 0 E F B H J R L EB B 5J5 Aa 15 1SD S 1D 1 um M 15 I(1 a B M Aa EA5 20 1 150 1 2An I 5e 15 PA11RMiARLGEM Ona9nMLAP11Glntl M ORS LEGEND -MEEK aFIRORe1ECINn O1Rl/Q Clan LnaB1-lnRaE1R00EFLECrNF] RIiCIIfACU10-R1B1E IRE1RCw1EC1Frt) lAnalxm-w[ (EE*RCREFLEcrNki STANDPIPE DETAIL - DRY SYSTEM Not to Scale WOODEN FENCE )DEN ATED WOOD ATED WOOD SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN(t1SHIMP-ENGINEERING.COM TH r C U Jt1: NSfu �Ip aI Lic "0. 5 3231'73 w� ��`S tlxrnT E�� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request -ACSAI 2022.09.27 [AcsA1 2023.01.04 [SPA SubmK21 2023.03.23 [SPASubmit31 FILE NO. SITE DETAILS & MAINTENANCE OF TRAFFIC C19 , , O NOTE: SANITARY LATERAL CONNECTIONS TO BE ADJUSTED AS C)N-SITF PI l JMRINrl IS TC) RF SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r O � � u Ju: i I. Sxl P a Li c NIo.45 � 1 �yw� 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 21 2023.03.23 [SPA Submit 31 FILE NO. CENTRAL SEWER OVERVIEW 18.020 C20 \ \ \ 41L aj x19" LLLFary \ / \ \ \ \\ — — \ \ — 30 0 30 60 90 g o d 1 \ \ \ \ \ \� \ — / \ — — Graphic Scale: 1 "=30' \ \ \ — \ — \ TAINING yN\ MAX HEIGHT�6' GEORABRIC ITC BE\LOCATED OUTSIDE \ I ti3 W ]g W 4r— W W W W W W w — W — W — W — W OF ACSA EASENIEN \ — v V ✓ v !y _ _---- i —� — A N O'T7D 0 EXCEE \ ..,... 5% SL AT CG-12 77 — � — (13 W \ / ^ 1 re ,•;�, . y�.' — — — / / 1$" I ( 6 S.. y't— v'� 7) 6" RISERS F \ \ �\ / / / \ \N16" \ \ \ 1 6" RISER ..�'— � / / '�� ID 11 rr 12 / \ \ \ \ \ \\ \ \ �,. �i(4) 6'/RISERS — _ E 11 RISERS A�C €IGHT,3.Si.14 V IRi-SEAS v.w+s�v ws / — _ — — — — — — — — I ..� • / I I V � I UED I\ /!' // \ /\✓ / /_/ 1 /� — — ON PPER ELEVATED FOI�TIONS �TUR SCHbOL\ — _ _ / I/ / / / // �/ +, >�': • I I I 101 RY SE6M 10 B511TF G69 � SEMN�\r //7 2 O /I fvi I DB�5611 PG `�391 I OT RISERSPV 02� r--- /I j I / y TIE GRADE TO // / / / \-- //// / / \ Q � ®--------- a -2192L -$„S sozN� SHIMP— ��// / / j/-----7 �/ / / ////�/ // / / / / // / / / 1 \\ \ \\ \ \\ `\ \\\ - ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM .................. 42 ................... Wv.... \ II - ) \ I 1 i� •:. w540 W J _ _ lvv�/ / �` — W -c .:.... ........... ROUTE 702 RESERV IR — \ / o o i J / i f / / v W / / W / yp WW.... ROAD ROW— \ - IN APPROXIMATE -M-A &4z1 OE�EX. DUMPSTR� `� \ \ — — \ — ROAD 3p, \ �y \ \ RO I 30 5' PRIVATE \ \ � •� 3 F .. �;. I7i. \ W. \ \ \ \ n -5611 PSEWER IG 639 EASEMENT --DE-5" -P-G 6 \ \ — _ _` \ .. TH r O � � u Ju: i Sxl I a Li c No.45 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central systems Request-ACSAI 2022.09.27 [AcsA1 2023.01.04 [SPA Submit21 2023.03.23 [SPA Submit 31 X- x- 54 w N Q W J W 535 530 525 — _ W — — " SCH. 40 PVC — 520 — F — ¢ i / LF — EX. 6" WATERLINE TO E%. FIRE MED BASED SCH. 4( — C 62 7 / ON}� COEERJNWR C NTR 515 4 SHALL POTHOLE A D CONFIRM WL INVERT PRIOR TO NSTALLATON OF NEW FORCE mi IN. w ~ ®5.89 510 o_ o � a0 rn 505 � 0 � w w O 2qo 500 i MIN. 3' COVE w N N W 495 0 o z 490 01 / 48 48 C_� m 8" SDR-26 ®1% � z 0 475 > z 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 z 10+50 10+00 S1 540 N W 6 535 530 525 520 EX. 6" WATERLINE HYDRANT. INVERT ON 3.5' COVER. C SHALL POTHOLE A TO EX. FIRE ASSUMED BASED NTRACTOR D CONFIRM WL 4U PVC _ ' _ 494 INVERT PRIOR TO OF NEW FORCE M NSTALLATION IN. 87.2 LF — 3" SCH. 40 PVC 0 0.0% 515 -.S w Z J x. r wA uN . INVERT ASSUMED BASED ON 5' COVER. CONTRACTOR SHALL POTHOLE AND CONFIRM WL N 510 505 pT CO - � w Z J Z N ' W 2l PRIOR TO INSTALLATO NEW FORCE [) W N + X w m d a 500 N 495 490 485 48870 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+0405 1 )FORCE MAIN PROFILE C23 HORIZ: 1 "=30' VERT: 1 "=10' C ML P.IIL � .V ','I, A .0...'W T. mm/ ro ff NIHR0E0 BY A RIRDp w' CCNIIML PArvEL PRCiE540NAL Tllgo Penn. aPPGgT PCIE) Q WIi NIGx wrzR uera ualT NAaWP CErvERAmR_\ ��Wxma Pere n ttV OG NET xE1 EIEV a APB.M�— WxaEIE C£NEMrop PAo HIM WAI e fl IAG %AVP ... .1 - 1£00 WNP'M'.1 - ell wuvs -ar EIEv. - WO C NET Yq1 EIEV. s9• TOP VIEW CCHmE1E PAp B/.gNP CENERAroR� cwTNW vAxn� O rKUN I VIEW SIDE VIEW z SANITARY SEWER PUMP STATION DETAILS 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. (}WAY) 1 AQR MRE INSTAI 13 ALMG OISCNAPI£ LINE DIS MGE uNE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH r O � � U JL1: I sfu P a Lic No.45 31 1- w� O �14' CIS ]lrrnT E�� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [central Systems Request-ACSA[ 2022.09.27 [AcsAI 2023.01.04 [SPA Submit 21 2023.03.23 [SPA Submit31 FILE NO. FORCE MAIN PROFILE & SANITARY SEWER PUMP STATION DETAILS C23 Scale: 1 "=5' C23 APPLICATION DATAAND CONSTRUCTION DETAILS Maximum Solid Size 3" Minimum Casing Thickness 516" Casing Corrosion Allowance W. 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 400 C(104° F) continuous operation, 60°C(140" F) intermittent operation Power Cable -Type (See Motor Information forAWG data/size.) Type SJTOW: single phase, 1 6 and 2 HP Type STOW: single phase, 1'k - 3 HP and 5 HP, 460 V Type STOW: single phase, 3 and 5 HP, three phase 5 HP, 230 V and 71h 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 AISI 300 Series Stainless Steel Motor Design NEMA 56 Frame, oil filled with Class F Insulation Motor Overload Protection Single haw: on winding thermal overload protection auto reset Threephase: requires Class 10 overloads in control panel External Hardware 300 Series Stainless Steel Im ellerT a Semi -open with pump out vanes on back shroud Oil Capacity- Seal Chamber 1.5 quarts Oil Capacity - Motor Chamber life-5 HP single and threephase: 7 quarts 7%HPthreephase: 6.5 quarts Mechanical Seals - Standard U er Carbon/Ceramic; Type 21 Lower Silicon Carbide/Silicon Carbide; Type 31 Mechanical Seals - Optional Lower I Silicon Carbiderrungsten Carbide; Type 31 (All dimensions are in inches. Do not use for construction purposes.) 25 a it FLAN E 3.50" APPLICATIONS Used in a variety of residential, commercial and industrial applications such as: • Sewage systems, Flood and Pollution Control, Dewatering/Effluent, Farms, Hospitals, Trailer Courts, Motels SPECIFICATIONS Pump: • Maximum solid size: 3" • Discharge size: 4 , 125 # ANSI flange • Maximum capacity: 620 GPM • Maximum total head: 60 feet • 300 Series stainess steel fasteners • 20' Power cord • Standard silicon carbide/silicon carbide outer seal Motor: • Maximum ambient temperature: 1040 F (40' C) continuous duty, 140' F (60' C) intermittent duty • Rated for continuous duty when fully submerged • Insulation: Class F e 60 Hertz • Single row ball bearings • 300 Series stainless steel keyed shaft Single Phase: • 1.5 - 5 HP; 208 and 230 volts e Built-in thermal overloads with automatic reset e Built-in capacitors MODELAND MOTOR Throe Phase: • 1.5 - 7.5 HP; 200, 230,460 and 575 volts • Class 10 overload protection must be provided in control panel MOTORS • Fully submerged in oil -filled chamber: High grade turbine oil surrounds motor for more efficient heat dissipation, permanent lubrication of bearings and mechanical seal for complete protection against outside environment. • Class F insulation • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits and can be operated continuously without damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction for precision positioning of parts and to carry thrust loads. • Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. 20 foot standard with optional lengths available. • O-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS c Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File #LR38549 Order No. NP Phase Voth RPM Impeller Dia. in. Maximum Am LB. Am KVA Code Power Cable F.L. Motor Efficien % Resistance Wt. (lbs.) Start Line -Line WS1518D4M W51512D4M 1.5 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 WS1532D4M 3 200 11.5 40.9 H 14/4 81 NA 1.7 230 10.0 40.0 F 83 P.3 W 15 4D4M WS1537D4M 46 5.0 20.0 F 9.3 575 4.0 14.4 H 74 14.8 WS1518D4 WS1512D4 WS1538D4 WS1532D4 1.5 1 208 1750 6.25 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 W 15 4D4 WS1537D4 46 5.0 20.0 F 8 9.3 575 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 1.8 F 83 2.3 460 5.8 20.0 20.0 F 83 9.3 WS2037D4 575 4.6 14.4 H 74 14.8 WS3018D4 ,WS3012D4i WS3038D4 WS303204 3 � 208 ;1750.': 7.00 25.5 50.8 B ICI f10/33. 80 1.1 0.9 208 ;2301 ;21.5', '46.41 7T �.TO) 1.0' 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 W53037D4 460 7.2 24.8 H 83 7.5 575 5.8 17.3 G 78 11.6 WS5012D4 WS5038D4 5 1 230 1750 7.25 26.5 57.7 A 10/3 80 1.0R 213 3 200 19.1 73.9 F 10/4NA 84 210 14/4 WS5037D4 575 6.6 22.8 E 80 WS7532D4 W57534D4 7.5 3 230 1750 7.69 23.0 105.0 G 10/4 83 NA225 460 11.5 52.5 G 83 WS7537D4 575 9.2 42.0 E 84 PAGE 2 PUMP SPECIFICATIONS C24 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 Suction water surface elevation (A) Suction water surface elevation (B) Discharge water surface elevation Static head (A) Static head (B) 488.00 feet 489.00 feet 490.00 feet 2.0 feet 1.0 feet Daily Average Flowrates Type: Unit: Number of Units: gpcV unit Total(gpd) Grade School w/ Showers per student / staff 468 16 7,488 `day assumed to be 12-hrfor purpose of this analysis. Total 7,488 Daily Peak Flowrates Type: Un it: Number of Units: Daily Average Flow gpd (12-hr) 7,486 Daily Average Flow gpm 10.40 Peaking Factor n/a 2.5 Peak Daily Flow gpm 26.01 Wet Well Sizing Type: Lin it: Number of Units: Diameter ft 5 Volume per foot gallons 100 Wet Working Depth ft 5.24 Wet Working Volume gallons 5.95 Total Storage gallons 1,422 Pumping Rate gpm 75 Time to Empy minutes 19 Duplex Pump (2 Pumps) I Parameter Ftessure Rpe Length, (ft) Rpe Dia., (in) Hazen WilliarrsGbe4f C 1500 3 120 "Piping from purrp basin to discharge point Minor Losses Typg Kvalues # Fittings Cate Valve 0.19 0 Rua Valve a/oo 0.86 1 Butterfly Valve 0.4 0 Soving Check Valve 2.5 1 W Bend 0.25 1 45' Bend 0.2 3 22.50 Bend 0.12 0 11.25' Bend 0.06 0 Tee (through) 0.6 0 Tee side out 1.8 0 QoSs hrcu h 0.6 0 QnSs Iside cut 1.8 0 Heduoelf Increaser 0.1 0 Discharoetoar 1 1 120.00 100.00 - - - - -- E - a tw E 80.00 - 0 m o ti .., o 3 ui O r4 LL 3 c O 0D LL a) = 60.00 - - -- Ca - 00 - o � t � ^ v O N Y 0 Q a 40.00 20.00 0 System Curve - Head Loss Calculations Flowrake Water Velocity In: Dynamic Losses, It Total Dynamic Head Total Dynamic Head (+20%) gpm cfs Velocity ft/s Minor Losses Pipe Friction Max. Lift ft Min. Lift fk Max. Lift ft Min. Lift ft 0 0 0 0 0 2.00 1.00 2.40 1.20 5 0.01 0.23 0.00 0.21 2.21 1.21 2.66 1.46 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 4.35 3.15 20 0.04 0.91 0.06 2.72 4.78 3.70 5.73 4.53 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 7.09 6.09 9.46 0.26 35 0.08 1.59 0.18 7.65 9.83 8.83 11.80 10.60 40 0.09 1.02 0.24 9.00 12.03 11.03 14.44 13.24 45 0.10 2.04 0.30 12.10 14.40 13.48 17.37 16.17 50 0.11 2.27 0.37 14.80 17.17 16.17 20.60 19.40 55 0.12 2.50 0.45 17.66 20.10 19.10 24.12 22.92 60 0.13 2.72 0.53 20.74 23.27 22.27 27.92 26.72 65 0.14 2.95 0.62 24.05 26.67 25.67 3201. 30.81 70 0.16 3.10 0.72 27.58 30.31 29.31 36.37 35.17 75 0.17 3.40 0.03 31.34 34.17 33.17 41.00 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 49.88 90 0.20 4.08 1.19 43.91 47.10 46.10 56.53 55.33 95 0.21 4.31 1.33 48.53 51.86 50.86 62.23 61.03 100 0.22 4.54 1.47 53.36 56.83 55.83 68.20 67.00 Wet Well Calculations 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 wetwell volume: 1) Min oftminutepump rate time 75 gallons 2) 10 minutes pump cycle time ( 3 cycles/hr/pump ) 187.5 gallons Dimensions ofsloped portion around base ofwetwell (ft): height= 1.00 width = 1.00 Volume perfootof depth ofwetwell : Volume of storage per ftofheight Depth (ft) Volume (gal) 147 gal/ft 0 0 1 100 2 247 3 394 4 540 5 687 6 834 7 981 8 1128 9 1275 10 1 1422 3 PUMP STATION CALCULATIONS C24 Scale: N/A flow rate into Wet Well Qin= scharge Flow Out of WetWell Qout= imum cycle time between starts Tmin= Storage Volume of Well ghtto start pump ime storage atpump start e to Start Pump from empty e to Empty From Start imum cycle time between starts 31 Cycle Time Ies per Day(12 Hours) Ies per hour cCycles per hour Wet Well 26.01 gpm 75.00 gpm Omin Vmin= I 93.751gal 5.24 ft 723 gal 25.39 min 9.65 min 5.00 min 14.65 min 23.70 cycles/12hr 1.97 cycl/hr 4.10 cycl/hr Minimum Submergence Hx Fd= 0.020 Hx= 0.175 ft Hmin= 4.775 ft System & Pump Curves - Regents School 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) 0.058 cfs 0.167 cfs 0.42 hr 0.16 hr 0.08 hr 0.24 hr Pum p settings 1)Bottom ofwet well 488.00 ft 2)Pump Inlet 488.29 ft 2)AII 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 ofwet well 498.00 ft SYSTEM & PUMP CURVES C24 Scale: N/A Pump Selection Pump 5 Goulds WS_D4 Series Model. 3888D4 WS30D4 Oder No. WS3012D4 3 " (Solids) 4"Discharge Flange 1-Phase 230V 1750 RPM Max Amps: 21.5 Flow Pump 5 TDH (gpm) TDH (ft) 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 4200. 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 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH 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] FILE NO. 18.020 SANITARY SEWER PUMP STATION CALCULATIONS r�