The URL can be used to link to this page

Home My WebLink AboutARB202300026 Plan - Submittal (First) 2023-03-03 (2)MAJOR 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 x 1 SPOT ELEVATION 311.5 TC x1 TOP OF CURB ELEVATION 311.5 TW x1 TOP OF WALL ELEVATION 311.5 BW x1m 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- Vlllll� HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY _C_ UTILITY POLE m m GUY WIRE OHU CHU OVERHEAD UTILITY UGU -UGU UNDERGROUND UTILITY STORM 0 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 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' ® Ragged Mountain Hnmr It IT r- kv Virginia Eagle DrstrOuting Co IF SHEETINDEX C1 COVER C2 SP APPLICATION PLAN & CONDITIONS C3 SP APPLICATION PLAN & CONDITIONS C4 EXISTING CONDITIONS C5 SITE PLAN OVERVIEW 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 OUmversAy Montesson School Fontaine Research Park Q i auty Presbyterian , u rch ArnmA5 Cali - IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r' U HIMP a is o.45183 S NAL s eN 0 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - ACSA] 2022.09.27 IAcSA] 2023.01.04 FILE NO. COVER 18.020 C1 RESOLUTION TO APPROVE SI'_1018 111 T IE'KG1 N 1001 Off;` lilteT,_II;4tCQIR OAID eptembcr 312019 ie Wei than1A5 .m:;;and AEREAS,-amSeptember'1-9, 2019, the A ber public hearing on SP 2018 1.1 NOW, THEREFORE, BC iT RESOLVED tht -'AXe Na Mr,, Dill, y` Mr.Gallaway Y Ivis.Nlallek Y ;Ms. McKeel'I Y= s�4s: Palmer Y_ Me 1 P20180001 I The Regents,S—Choof noticed pribhc hearing, the Al�einarle Coulrty 8-11 wttlrstatTrecotitnrendedconditions,aswellas 42 (now Condition N3) regarding potential future Is up to a maximum of468 students and/or a school' n axle o�yBoard ofSuppervisos held a duly' '.Board'of i the conditions attached hereto. i edify that the foregoing writing is a frtic, corrceC copy of a visors of Albemeilc County, Virginia, by Vote of sixta fern; iber 1 019 — Clerk,.Board of Cotiiity 9up9r7AOrs' SP-2018-11 The Regents School of Charlottesville — Reservoir Road Special Use Permit Conditions I. 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 fixture build cannot increase by more than 10 seconds;and c. The proposed operational changes would not result in any movements increasing by more than 15 seconds between the fixture 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 SP201800011 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. £ The scope of any such new TIA and traffic counts prepared in conjunction with a formal request for any such proposed operational change(s) must be determined in consultation with the Director of Community Development's designee(s), and must include the following intersections: the southbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; the northbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; and the intersection of Fontaine Avenue Extended and Reservoir Road. g. 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 scoping process; and ii. "Future build conditions" will only include the traffic generated by the proposed increase in number of students over the number of vehicle trips associated with the private school use at a student enrollment of 280 and the traffic generated by any other operational changes; It. Proposed operational changes which do not conform with and adhere to the conditions listed above would require the submittal of 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 Comity approvals of Road Plans, a Water Protection Ordinance Plan, and all other applicable permitting requirements. 5. If the use, structure or activity authorized by this special use permit does not commence within a period of five years after the date of approval, the special use permit shall be deemed abandoned and the authority granted hereunder shall terminate. For the purposes of this condition, the term "commence" means starting the lawful physical construction of any structure shown on the Conceptual Plan referenced in Condition 1 above, and this construction shall commence by September 18, 2024. SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM RESOLUTION TO APPROVE SPECiAL EXCEPTION FOR SDP 2018-11 The Regents School of Charlottesville —Reservoir Road ,SP 18-11 THE REGENTS SCHOOL Or C11Ai2L6TTESVILLE;— RE5ERVO(RROAD Special Exception Conditions l(1EREAS, tfie'gpplicantiled request tri'coijunchottwith iS,P 2018) d fora"spccrrl exception to �tro ly t1te maxinrnrnallowable'height ofthe,light poles,as required mOounty Code § 1$ 13.3 to be 1. The maximum permissible height of the poles supporting outdoor luminaries at The Regents School �tiP ocreased,�» 3S`fe& t670 feetfo�,a.prgpose� lighted.balhfield at'tJte peaposed schooli of Charloftesvil€e's athletic field is 70 feet.67- 2. Outdoor lighting of The Regents School of Charlottesville's athletic field shall not continue past 10:00 NOW, THEREFORE, BE T RESOLVED [that, urat pon eohsrdetorrof the foregoing, tthestafi {' P'm' O Mott prcparedm cariluncfrgn with the npplicUon midilje attachrnetlls therein, gtcludiig"staffs supporting' U HIMP y anal srs and allot the factors relevant toihespeeral,exceptwns in!Ibemarle:ounty Oode is o. 45183 y , §,18 4 17.5, l $ 33 43; and LS 33 4 ,11� Alb"einar le Ce ii[y B id'of Supervisors hercfzy approves the special exception as set tfortlr above; subject to,the conditions a4ta ihed heretd. �CClaltdettetK Bbrgersen, da hereby certify ilia/ the foregong i�riting is a Lue, canedt; copy of a r n tialr adopted uy the Board ofSupeivrsors of AIben7arle County, Virginia, bya, vote o£-9tx to zero,;. »s regarded Isetmv, at a ttreetitsg held otr Sell"tbmber f $ :,�9, - - _ MAJOR SITE PLAN AMENDMENT Cle�drofCounty. Sup c rs: - REGENTS a SCHOOL Mr. -/Jill Mr. Gallaway_ L�- NJs.Ivlallekl __- Ns; N1cKeeP ' ,;Ms Palmer' Y ALBEMARLE COUNTY, VIRGINIA jvir;Randolpli, Y-- SUBMISSION: 2022.06.28 REVISION: 2022.09.07 10entral Systems Request - ACSAI 2022.09.27 IACSAI 2023.01.04 o FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS C2 Area S Propo! Acade Tota I ) LEGEND LAND USE PROHIBITED USES PERMITTED USES I --------I 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 L outside of tree preservation area), and primitive buildings (see note 1 below) r — — — — — — — 7 School Recreation Area Primary school buildings and associated Ballfields, outdoor recreation, and associated I I uses, parking and travel ways associated facilities such as bleachers, dugouts, storage sheds, L-------J with parking spaces concession stands, lighting, etc. r I I School Buffer Area Parking and travel ways associated with Si na e, grading, retaining walls, landscaping, utilities, I L-------� parking spaces. ingress/egress to the site, etc. r Any primary and secondary uses associated School Facility Area None with the proposed school use along with any L-------� 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 fall 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 U 45183 o��`sSIONAL ECG MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBIVIISSION: 2022.06.28 REVISION: 2022.09.07 (Central Systems Request -ACSA] 2022.09.27 ]AcsA] 2023.01.04 FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS 2 pp X 0 V x1 vv �A VAAV �. 1 vv A �V v vvv �vAI v v\vv A V AV Avvv `v Ay 1 N/ ILL 1M H D.E.D<10, 650 TM 73- -5 5 11 V v vrA ``�v`vAvv\. 11 I I ZONE R-. REvIDENIiA USE: SINGLE FAIAT' RESIDENTIAL q .�v 1k] \V _ 8 AREA DEDICATW To <.IBEMARLE / 7, , .�, A ] V COUNTY PER D B 66 , Ps- 774 / ,\ 4 \ 6, A /mod I \ ,4IV ,x \' \ r I N/F V A vyk. V t v !I�I _ / I DAVID HARLOW I D.B. PG, 154 TM 7 x' TM RESID / ZONE: R7 NTIAi I USE: SINGLE FAMILYMILY RI NTIAL // < N/F RICHARD SHRUM / r ";3`^' • l . ,A` \ �i .� ��'_'i I L D B 2678, PG. 194 I / TM 75 / 1 ZONE Ri RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL TON DINH RF D.S. 4415 PG Y 1 N/F i`yyMlvv t \, I l i r A Y\R 11/ \ iM 7R s1a `'``�< cEaL doHNSON UNIVERSITY OF VIRGINIA FOUNDATION 1 J. I I I I II 1 1 ZONE: R1 RESIDENTIAL !� D.B. 936 PG, 722 /' I \� q \ \\ I 1 \ \\ a\ USE: SINGLE FAMILY RESIDENTIAL TM 76-14 1 D.B. 4170, PG. 689 / r \ I \ �A• ` ZONE R1 RESIDENTIAL \ ` \ \ - //\ O oY ` ° \ \ 1"�'`,°k E INGZE FAMILY RESIDENTIAL TM 76-1313 r,l✓,5-L v • A v v WC I �' \ ` �'� v m': °"' -��,- ` R 1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL v619, •V A ��;�;�; ��-. �- vNs �.,';., <,1., v v `� �;� \v � ��,�� „ � � �<.�� '' v :=-"_�-- � I �� / �/ 212E,Av��4"k'f�I(�. vvv _ E COUNTY REGENTS SCHOOL F ` \��`v `vv v�v�r\71.3v1'A� `.� CT -I `v ` V ` 1V v �v��--'r # 2022000 ` v I v v A Nv37°i832 Q2 52� v v v C v v v v v -_ N PER INST STEEP SLOPES - PRESERVED A V A jVvv � Pew CHARLOTTESVILLE INC v�1 \ vI �r vI vI wv vv Av �`v v v vVDvBREA�1� I'KUf�DATION Z�NE� vv vv vv 11 I vI 11 vI 1 \ v v _03247 \\ \ 1\i\\ \\`^pD.B. 5237, PG. 251 ) 1 I r Z \ `\ \ \`\ \ \ \ \ \ \ \ \ \ \\ \ \ \ I I \ I I. I N`02'4d" \\ \ \ , I / / / ��\ ;7 \ \\ \ \ \ \ \\ \\ \\ \\ \ \ \ \ \\ , I 1 \ 1 TM 75-66 l I r I/ m. 1 \ ` `\ \\ \ \ \ \ \ \ \ I I 3 3.278 AC 1 / / rP d�0, \ \ °p \\ \ \ �\ \ \ \ \ \ .` 11 I I q \ y \ \\ ` I \ Ia15' ACSA A(CCES� EASEMENT, 0, 1� II II , C i I i I ij iNST BE RELOCATED' \ \ Q z Al A �\ b.i �� A,r '`v v .' r' '/� / r'_ v / l l v vF I 1 v�lI'11 1 A� _ z_ ry `v v v VQ •3� Nv vv A I r _ / I $a \ /1 \\ \. -- , ------- -' / / ---- I *;:34 I iIII \\ PORTION OF V.W. \ \\ `\ \ `mac\ \ �\ �t \ V \ ` 1 I I / / / / "I 1 ACSA EASEMENT TO - A v' vv - 6 v I r / / // l r -- 1 J I v d� o / - - - - - - EMM�fO AC'S "w v BE VACATED P9R112-V.W.IAC W 9� Y qT p INST# 202200003247 OR110NNOF 20 5.4$ ACRE l i i i l / i i -AN�ST��02200003247 y-- - EASEMENT Tf� \ \V ` , \ - 34o b sl \ I'✓ r' XO, SWM FOREST& \! /i i i ' l i % i i 1 ' r r Y/- // l' r' r \____ -.-.-.-. RELQCATf!'�\\`\7 \\\ e \I\ I\a OPEN SPACE EASEMENT%r' 1\ \\ I- lNST-11022da0Q32\¢,�`\\ DB 5658 PG 269 i� \ \ \\ \\ \ \\ •!--�-- PORTION OF V.W. AG -A _________ \ - /I �f\\8\ \ - \ \ u_ 1 EASEMENT TO B�tAG'�_ �'� _ \\c, ��. =5\ SEM - \ -� -- I h I � ,_-_' _\ -i \\� .``u:'\ <� \$��NLT FIL'>,OL •HAT2 - -- ST��IOP_ES _MAl\rh(CA, fwl D\ �-�_ \\ \` •<, ,'\ \ \ \ ( ,I .�, -.\� \\ \ \ \ � \ `\ _�' _ �" I I ��` � --\14.$>17'ArC -___ LINE BEARING DISTANCE L 1 S 08°3652" W 38.34' L2 S 13°56'38" W 86.22' L3 S 84'3324" W 112.13' L4 N 69°13'48" W 74.27' L5 N 82°34'45" W 759.00' L6 S 71 °36'50" W 93.96' L7 S 72*2 1'41 " E 47.27' L8 S 61°1941" E 87.07' 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 7.73' L12 N 78*05'19" E 81.47' 113 N 04°14'15" W 75.97' L 14 N 46° 16'47" E 51.35' L 15 N 51'5656" E 50.34' L 16 N 75*5 1'56 " E 54.88' L17 N 75'17'77" E 55.65' L 18 N 69'3427" E 66.39' \ \ \ �� , v vvA�»yryTvn \ II\\ \ \ \\ \PF- \\ t'. \ O \, - - \ �'`*AP.r\ �'\ �- \ ?,, \ \.\��\ \\ 1 F `� � .. � \ ^\ ` `. `-"\ \ \ `��--'_--r � /_ � _ \\ \ •� .,�'�§l} r <-_�__-` _-_ I �I( r r r _ -- -- __ - - -� b r r / p 1 I I r l� I \ \ 'Pa rf -4� __-:`\--� ------ - rI'p _ _ _ \ `_'7 1 \ \ \ I' r \ 1 \ . \ -'SOB - \ \ _ _ _ � r <n`` CK \ �'--_ ---- - I v.\ \'. �\t \l/ "ci \ `\\ \`1�. _. _ _. _- _\\\ \ `\ \ I ✓ \ � __ __-_ _� �-__, i%'�i %,'- __ �� //,r ,r'''r/ _ �/,'r'' // r' rY\w I I \ \ � - \1 � p / I \ , �` �' • �� f. - --- -' �- - 1 �5 Pv RiAVt4_ TE -S NTAR`\ SEWER, 8- __ _ �\ \ 1 \ EASEM ------ - - ' - I i i r i ( ^\\` f _\�.\ \\ \ \. .� �_:\\ I II,�e'/ l Ih - 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"10'38" 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 722552" E 29.91' C6 87.40' 300.00' 16`41 '37 " N 77'55' 13" E 87.09' `\ \ } I `I_�T71 I`• \ ''/ i --45-- - r_ / \ \ \ / �-`r. i- (; I 1 I / NI 1 - • I _ x I \ �` - /, V - 80 0 80 160 240 vvv t -/ Graphic Scale: 1 "=80' I TRINITY PRESBYTERIANv CHURCH D l/ v ' 1 I I; P `v,Ir I li vv �I I vv rrTM 76-17C SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4o. SHIMP a 5183 �o V IL11- w� E s o NAL 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 FILE NO. 18.020 EXISTING CONDITIONS C 4 o. L LIMITS OF MAJOR SITE PLAN AMENDMENT 6.— UXU� CMU-1 NuMU— SCHOOL BUFFER AREA 0 D ° D ❑I ° D DI D a — W — P: AREA DEDICATED TO ALBEMARLE COUNTY PER INST/J 202200003247 —'mac ®� ® SCHOOL BUFFER AREA 40 40 EC ' GO o AOSA SA SCHOOL AC ACCESS o- EASEMENT FACILITIES AREA `\ GYMNASIUM ,. ' 01 ° 0 ° ❑I <: ° 0I <<T 0 X, ° D Li ° 0 Y ° 0 ® BUILDING C LOCKER ROOM 0y - BLDG D6 o I I A55 MLBLY DG JH�LL G✓"000 g�55aoal. G� 0 06 e� G�Ph�� r A�II \ R 8 a 0 p n '00 \\ U ti V, s s a BUILDING H CLASSROOM CLASSROOM CLASSROOM REGENTS PLAZA ,vutoU,®moo BUILDNG A ADMINISTRATIVE BUILDING CLASSROOM BUILDING D1 4 CLASSROOM BUILDING 12 CLASSROOM BUILDING D2 FUTURE RWSA WATERLINE & EASEMENT \4 EXISTING SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM GL i/ 4 U7ic NT� C - s' HI ®® 45183 DuBUILDING Oi ®40A`Q'® 23 V CLnS5H00M �Yn SSRCGM � I® L � � \ = < SIONAL B �ssµo ao, oNc NEW TREELI 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 FILE NO. 18.020 SITE PLAN OVERVIEW 50 0 50 100 15 Graphic Scale: 1 "=50' fi t C51 i � 30 0 30 60 90 Graphic Scale: 1 "=30' ' 1 - / CHUB DHU CHU OHUOHUOHU OHUOHU OHU OHU OH \ O o — \� �0 1 — — ------ JJ SHIMP > ENGINEERING J� \ G I ■ .�y/�.1y LAND PLANNING - PROJECT MANAGEMENT \ / ■ 12 77 \ , ■ (r 912 E. HIGH ST. 434.227.5140 • 'm CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM y ,, � � YJ'r�Y Jyj JY�' ��y�r� y'��rg,�yYYJ • � Z " �A v0 HIMP Y \\ ACADE4IC WOODS AREA � • is o.45183 ■ c1 330'x198' FIELD I 011 (110 YD x 66 YD) ■ S-fO L ■ NA I •L_ 29'4" jA L 1 4 MAJOR SITE PLAN AMENDMENT \ �� • REGENTS SCHOOL �� ■ A�� • \7 BALC IL ALBEMARLE COUNTY, VIRGINIA n„� V�G ; C SW .480ACR & " �� • 2R SUB] SIDN: T OPEN SPACE EASEMENT - ■ 2022.06.28 \ ,DB 5658 PG 269 • 1 ■ a \ 5.00' ■ r REVISION: 28 12 b 2022.09.07 [Central Systems Request -ACSA] \ 448 SF a, " 2022.09.27 [ACSA] <0\�0 �o ASSEMBLYHALL 10 2023.01.04 \ oCr \ + 90'x6O' WARM—UP FIELD �Q 0� +� (30 YD x 20 YD) BLDG D4 _ \ o P S 5 FILE NO. °GPSSR��M gP55R°°M 18.020 SITE PLAN C6 �/E I DINH -15, PG. 7 7561 A RESIDENTIAL aWLY RESIDENTIAL -w -w 98' FIELD x 66 YD) W -- w -w _w FUTURE RWSA WATERLINE & EASEMENT SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v IMP 7ic.45183�� w4 o � ��S`S'rONAL 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 [ACSA] 2023.01.04 FILE NO. SITE PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 "=30' C7 q ,-, 30 0 30 60 90 Graphic Scale: 1 "=30' I I I I I I I \ C / OHU I-- HU \ LI \ \ \ \ / / I OHU— OHU 6NU\ OHU \ OHU OHU \ _� �-- _ OIiN bHu B . OH Dl �\ \\ �� V A A\ \\ \\ `\ \\ \ \ V lbl 7 0 II I I■ I 1 s 98 : g / Tl \ \ 1 I II l I / / �� / ■ `emu WOODS AREAi0 I II / / / / , , — / 330'x1 8FIELD ( I ■ I \ al- / / (110 Yq 7 x,�ss y� / / — \ \ \ l D\ I 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 7. HIMP � ic.4518375 w� O ��SSIMAL VV \ �� \ 1 / / / / \ / // / _ — — — — — — — _ — / WALL E I I xi97 1.4. MAJOR SITE PLAN AMENDMENT '� !� / / MAX 8 HEIGHT L< vv� �� I / / , // / - ____----- - / / v- ' • I I REGENTS 1 '° I ALL / — / / . I '•`. BW 0 , / / / i / 04 13 d ° SCHOOL TW�89 / / / I i / WALL E1 ■ 1300 wyG�� / / / I/ �/ I /----�� /� // MAX �HE<cHr �� 'FFE eul �w ss/ WALL F /°� 1 / LC ALBEMARLE COUNTY, VIRGINIA J A v v A V I 0 / / /-7 2 / R DI- Bw 7 / / / / i MAX 10jHEIGHr �y w / 21 SUBMISSION: 5.48 ACRE \ g / / / v / I 7 SWM FORE\ST & �i, i .�C / / T OPEN SPA E EyASEMENT / / Q 2022.06.28 T v DB 56 PO 269 % V L ■ ( REVISION: 9 28 220907 lcfr 97 ° `4 • - B. z 1� ° ,p . ,\: }2". AIN W� 20..Centrals Systems est-ACSA a DES AN,. I Ys Request 1 \ sR / / I 7 �1 4s F �s o RATE 2022.09.27 [ACSA[ oro BLDG I I — _ — EW o , rn fr — — — F c � C'c�no .-ASSEMBLY H;AL\ T o \2023.01.04 O O ow �� e AFFE 508 ... I� 90'x60' WARM-UP FIELD �¢ I oo� \ o �,<^�� a (30 YD x 20_YE)}- _ 7� •V ' 0 BL G D4 °'� V v `�' �\ ' � s A� F ac \ I 1 , � I S \ \ \ \ \ ♦ �WAI�I—J� _Jam— w cFEES \ F Ws�sF �� /\ o l FILE NO. 96 TW 96.5 7 6 O S 0� Oq8 \g b _ 0 �, -QW 93 — ' \ \ gLO�\ �L SR508 �s BCQ5�p0a n \ \ \ 8.020 2_4 �� A oosoo� �� cFF6s� o �MHW / v v s. P GRADING & UTILITY PLAN oA 0$ 6" PV_ COO ATE � \ \ R6�V \ A •� v vim— A DOWNSPOUTS 1NITH ARCH. PLANS_. OHU �— HU oHU _ oH u_\ oHU—oHu=ou \-tau \\ \\ OAU \ \ \� CHU —t OH - bHU C)�U I \ \ \\ 1 \ _ W —W \ \ \ \BD�\AREA \ \ ` \ ` \ \ — 1 03' _ — _ — — 60z \ \ FUTURE RWSA WATERLINE &EASEMENT CH0v01, eue� AR 1 61 0 7 ■ I II M WALL MAX Y'2' HEIGHT �24 �v 1v A vv v-vv 400 vvv� \ \A90 \ \ \ I 1 I I I I \ \ \ FACUTIes I \ ■ I 20 / AREA \ \ s \ \ \ \ \ \\J \ \ I I I I \ -98 V �� \� \I o 1 I I■� I I I ( I I // \48 FF[ III \ I I I I I I BF 501.7 m 1 \ l I / I I I I ■ I I I / �/ A4 x DI-7 x23e°- _ = \ _ _ 245°- \ \ \ N/ _ - I \ / , 1 I I ■ l I I I L': 22 FF N DII7 W = WALL E I °;... 18 .a .. NDPE \ \ \ \ \ \ 9F` \ \ \ \ \ \ \ "IVMA 8' HEIGHT ) I x16 I I ;I °' m \_ ❑ ❑ \ \ \ \ \ \ \ �� \ \\ \� _ - J J i e°1A I I 171e�114 .m.. MI— A ❑ ❑ ❑ le° \ \ \ \ \ G/ °Ot (PRIVATE) \ \ \\ \ `540\ '� I 17 1�•' — — — N A / TAININ� A\ MAX EIGH �s yN �{ / WALL E1 ■ Ox4 13. I � 99 BEN 4" 6" G GEOFABRIC T E OCATED \\ J wHiw FDc x44� Vp IL 2 g END Q MAX 3 HELGH? ■ • FE 517.16 `4 ° ;ys W W W W W W „+ W W W ° W W W _ - OF ACSA EASENI NN / cn 20+00 8 19+00 18+00 \ \ \ \ \ TREELINE TO'BE-C ARED T -�y- / / ■ 1 °° / LOCKER/ \\\ \ �f \ x4 TEE \ - �6 RED..�„a \ - /� - \ WALL F \ 1-7 2',; ROOM 6" NYL�PLAST\ \ \ 7 OT70'EXCEE� TEE /y _ \ \ \ _ \ �_ 7-0'� NEW ACSA WATERLINE / - / MAX 10' I GH T +� fff��MMMMAAAA j5� / 009 / �', YARD D IN 74 ° 5� SL AT CG-12 7 I \ TYP.) \-e�C 6' 2 W " ■ a - — --- \'.,67 RAMP � � REGENTS I b W \ PLAZA .- "m °'✓ -- - a e3 � a a \ }2 . AIN. W/ BUILDIN H \ , ° ° . , 1 / _ \ - r�� \ DES AN 6'le'ARD , '. �` - - \ \ ''t+o /"..;/ / /.19 �GLASSROOM \ \ _ a- s R DRAIN -.., �,.. _ / -- - / TW 2 \ \ ¢, I \ T€D RA�� . �'. e° F\E 512.5 14 \ N' \ .� i / • CLgSSR00 pm its ¢- BLDG, a n. \�}. °.18 PFE 5, Ew N SSEMBLY FFALL !\ \ 1 D BUILONG�t - - -BtiiL DING j / -� o.� \ 6 REGE S 1$'x' / / FFE 516yo 7 \ \ F C m FFE 508 \ a '^ c' �-' � CF ASSROOM- DRA - 'r AD NISTRATIVE =� 91 _ '!' °. BUIL�OIN� -D2 wa \ \ \ - `P�-1�-0 a' .\ \ \ \ ° �� FFE .S� vt v,.,. BU DING HALL \ 1 ` \ ` / J•""r�.,.,",r... \1 v BL G D4 \ \ P �' .�''r--M•'"'L1; _ 1 Y RD DRAIN �. • /,'e CLASSR4 M oqI —001r�F= 518.5 r — — — — WAL� 14W 17 1 �/ a / — EIGHT i � �� ° � � -CL�A3S 1-2 10 GV� RBp \ �-+ta _ <n i v �E 5� V A / - / ROp>v7 8--� �- --510- FF6 576. CVO 5 , . 02 »- 50 pus ws - � , SSRODO FF ANEW o \ \ \ \ S \ \ ,-_ - \ \ / FEE" 516.5 SROOAd� gyp, _ % L -BUILfl CLASSROOM _� G E FF 6 / 502" v y�� 500. \ a / V A A - 7 ELEVATED ON PIER V�oAA O / �O / _ A = \ 6 PV-/ /\ `�\ \ FOUNDATIONS BUILDING \ COORDNIATE \ -. - �� \ / / - _ \ -\� \ 1 \ }-510 bJ CLASSROOM _ -,( G i `t `k DOWNSPOUTS ITH \ \ \ v - _ / 1 ` - -� \ \ FFE 516.5 / / SON` \ C' F� \ AR•CH PLANS V A A - / / /. _ -� \ A A v - J I - vAVO FF / / '�k-�3< 3� r 00' -. � "ik 1k \ � v ' DIAME - V l NITAP' 0 / / \ `C PUMA ST'kTIO - - \ \ /Fhb 0�� /� / `\\\ �+ +� \-_ \-__- / --/ \ - \ S"•y \ \ O \ \ \ _\ --_NEW/ i-vv Ul A / �// LJ \ cz IE GRADE TO / F / \ \ ��—\�� ------ / \ \ I \ \ \ 2� — 50ONT� — C7W�219-2 L — 8 S R— 0 2 \\ \_ ✓� scH°aeu AREA \/I \ \ \ \� - \\ \ �`----- �/ �/ // / j / �\ ( I l / / E 8 000 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 7. HIMP � ic.450 �SSIONAL E�G� 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 FILE NO. GRADING & UTILITY PLAN C9 53 A2 53 52 52 51 51 50 53 A3 A3a 535 530 m M I a 52%, 3 520 51 51W N O 530 525 520 515 511 pp 55p0 51 $0 z 10+505 STORM PROFILE A3—A3a C10 HORZ: 1"=30' VERT: i"=10' a• a me'. = fi Ala BO B1 B2 50 500 495 490 485 480 475 470 465 460 4 N 6 rm7. I EsMQ wOI Z or' h + PROP GRADE . a- wOt Z F U1 H o LI Aon - N Ni -�� CQ— -3a -Ij o - mm __ZU N N H Z Z _- _o A o - Z - z O o > >- z_ 15" HDPE �M cP 00 a z -D> O� > z 10+00 10+50 11+00 11+50 2 STORM SEWER PROFILE BO—B4 C1 HORZ: 1"=30' VERT: 1 "=10' 0 m X. CO-0 — o]o I � 0 o a NGRACE z�N n N o > z 10+50 11+00 11+50 Z 4 STORM SEWER PROFILE A2—A2a C10 HORZ: i"=30' VERT: 1 "=10' i2Tvu 535 530 525 520 515 55110 12+50 5 A 51O 510 505 500 495 490 485 480 47 1Z+UU 1Z+OU 505 500 495 490 485 480 475 470 465 460 13+04055 535 Al A2 530 525 520 515 510 505 500 A3 A4 — — — o^ o� I W N i N " SEPARATION.W - 15" - o �Z n> - -- > 410+00 10+50 11+00 3 STORM SEWER PROFILE Al —A5 C1 HORZ: 1"=30' VERT: 1"=10' Pal 535 530 525 520 515 510 505 500 11+50 12+00 12+54095 0 H m O I' z - o JI as 0 IL i - 15 HOP — -- • n;77 - rnrn 88,-09k�5"-HD T5�3-LF --15"--IDPE-®- 1-:697 .00%GO n O (O Z — H z- - 10+00 10+50 11+00 11+50 5 STORM SEWER PROFILE Al —A1 d C10 HORZ: 1"=30' VERT: 1"=10' S1 S2 51 505 500 495 490 510 485 z 505 48 N 500 a 475 495 470 540 0 4 6 STORM PROFILE Cl—C2 C10 HORZ: 1"=30' VERT: 1"=10' 12+00 S3 12+50 13+00 13+50 14+00 Wi ZOO �i- .p N N. vi + . o y,T z a --- Ot i �._ - - - --- - M g @ 2.5% 1-74.5,5 LF m- J$ Q rn _ -* Y9 �� N >01 o 120.64 LF -- m _ z 0. z z 1D+oo 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 4 5 15+50 515 510 505 500 495 490 485 4780 14+540 5 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U MP isr045T83Ilk�i O ��SSIONAL 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 [ACSA] 2023.01.04 FILE NO. UTILITY PROFILES C10 ' MATCH LINE —or Q U W r � 17r0 Z 17+50 �~ <. N r wc0 w7 r. + I� H� '� w '� w 18+00 18+50 19+00 19+50 20+00 N'— �~ � O+Z d' N W - U)000 N W m L6 Q. + 0 Ho Z (n W O W N m H: 0 204 N Q Q HS U]w � 1 WATER MAIN PROFILE C11 HORZ: 1"=30' VERT: 1 "=10' ---- - ��j / CUT 1 X--6' LINE INS ALLra �g _ 42 JJN E W CAP EX. '+A I THE EAST & ABANDON CE /6" CAP \— — — — — — — 5° BENDS_ ' MATCH LINE 545 540 535 530 SHIMP 525 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 520 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 515 530 Q 20 0 20 40 80 Graphic Scale: 1 "=20 CUT & CAP EX. 6" LINE UPON COMPLETION & TESTING OF NEW 8" LINE 8" GV E IN w �w I NEW _ — +V ON EX. 8" �L%IE\ tr—r� _ �� _ - SVC ON EPLA W14, w --- LIN� _ � \ w Tf?E ERNE AT�R WITH � / � � \ \ \ SACS RED -AR H N L IAIS- V v 7� ' ROUTE 7 — \ \ 10' NEW BE CLEA T✓ALA _ / 11 +�0 w T� 02 RESERV IRROAD \ \ A WATE w w o 6 TS&V 30' ROw \ \ \ \ \ \ \ \ \ r�LINE — / / W -- --- w o VC 0° BEND -X. FHA TB 4 E APPROXIMATE L \ \ W / U 7icINT .45183 ��SSIONAL 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 [ACSA] 2023.01.04 FILE NO. 18.020 WATER MAIN REPLACEMENT & PROFILE C11 I HORIZONT4L \ CURVE 2 v v _ 41q-8 / I VDOT 30' PRESCRIPTIVE RIGHT—OF—WAY \y \ �___ _ SIGHT DISTANCE (35 MPH) SDI: 390' _ ROAD (TYP) A1t+oo v v V A \ A \ V \ V A \I I I \ 4 : \ 18' v—\ \ \ I GYMWA w " 3 90 a �SIGHT DISTANCE LEFT EXHIBIT Graphic Scale: 1 "=30' 14+0 14.5 5+00 SIGHT DISTANCE (35 MPH) SDR: 390' SHOULDE1 SLOPE R i1G \ \ \\ \\ ■ �IAL I I MAX 1 ORIZONT12: \ II HORIZO \ \ :`CURVE ( I \ v v v v A# 1 C I l \ v v URVE \ \ 1 ■ R-1264' I - \ \ ` \ #319, 0 ■ I II 0 / GYIMNASIUa II \ \\ \\ �� `�__\— \_� �x°o \� I 19 A/0 M IF ° VI —_/�� ___� ■ I a./ ��..�A A V Avv ao17 // .� ) ■ ,I I 1 a600I ..III 17am"I 'aq n, �.� I. .Ly.aa:1 R n \` \\\ ` _\\\ \\\ \%8 \`� SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT n rn o rn o 0 912 E. HIGH ST. 434.227.5140 =, c N vi m N CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ± `n ' PVI STA. 1 7+82.00 > > > > > > PVI ELEV. 547.52 > 0w �w v~iw N155.48SDw va~iw va~iw 135. 8SD �- UU 17.87K-Val r > >> >> >> >> >> o- o- a d a- a rL a a s o- rl a -I- PVI STA. 1 2+57.00 PVI STA. 1 5+65.1 9 PVI STA. 17+73. ovi n ry Fn7 7n 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 485+50 48 74V 0_OOV 4 7 9411t;D 296. i i SIDfi.33SD 3 - 8 - 2 -Val _ CREST ELEV. -... �= -L7% _46.65 - -. - - --- __ -CREST-EELEV.545.92 - ROP. GRADE EX -SRAUE a - o N — N - rn N SO — - N - 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15150 16+00 16+50 17+00 17+50 18+50 . HIMP � 7ic.45183 r O ��S'SIONAL 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 [AcsA] 2023.01.04 FILE NO. ROAD PLAN C12 HORIZONTAL CURVE #7 R=1636' 4240---- /--------- x —38 22 21+00 20kp0 ROUTE 702 40-7 �//�---- / -- w U �W w w w - w i \ o� / — \ \ \ T NEW TREELINE— �pR�ZpN 6 J--��\ —� —/ — / --/ /-- w —w //--- p � -- / HORIZONTAL CURVE #9 R=1 156' —� --- 1 27+25 Pk+00 +00 � x 10 24+50 25 ON `\ 26+00 _ PV IR ROAD 30' ROW 25 5 PI / \ � VDOT RIGHT F WAY DOT RIGHT OF WXrY — HORIZONTAL CURVE #8 w = - — - HOOIZONTAL — _. R=12 -✓ . ---------- - / �— F F —F _F T—F.. F —F —F cc NN O� Opp ON ON O�� t7N rn� coo oo iri cn N n rj rtoo �N d-r-i oo� N + +� o m +� 00 + N +o °� `� DO `n M N w �' PVI STA. 1 7+82.00 N N PVI ELEV. 547.52 w w > >> > o 135.00VC Q w <� d Fw d F.w d w d d w a wx w �Fw Q w �w on N� 155.48SD vow V)w cnw d- v~iw c~i�w Nw M 17.87K-Val 55 55 » N? 55 » �5 Mn > > > �� PVI STA. 17+73.86 as as ad `°t6 PVI STA. 20+00.00 ad as PVI STA. 21+47.00 as v� aoa.a PVI STA. 25+10.00 aw �v +n N PVI FI FV- 547.70 o�71 cv szA 7n oun n pin 7i w san �n n PVI ELEV. 526.90 . SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FL - w`i PVI S1A. PVI ELEV. 21+56A1 539.10 �7.15VC ct v =� U j-IIMp Y is o.45183 .a i AAA k — -- 1 —EXRAp - - - JiOP GRADE 5'g e809 - r 6.67 %.GRADE 29.03K-Val 3- 4; CREST STA21-+32.5. NAG ROP.-GRARE . 536.47 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 a M r e4 ID + + - allM FILE N0. Q o N in in U3 Iff) 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 30 0 30 60 90 Graphic Scale: 1 "=30' C13 3.5FT HEIGHT OF l� C no _191tlYttl� -- _� FAII•' -i- 10+00 10+50 hin.1rl 1 SIGHT DISTANCE RIGHT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 11+50, 12+00 12+50 13+00 13+50 �8€3T 550 545 540 535 530 525 5520 14+W5 HORIZONTAL CURVE #9 R=1156' �I 60 �I J 62 v ROUTE 7 RESERV RROA30R0� L VDOT HORIZONTAL CURVE #11 _R=933' 24 29 25 PI L _ l- 74* — / II 64 29+ 9 30+ HORIZONT�gL IQURV�\ # 1 P I � � z SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT '? N 912 E. HIGH ST. 434.227.5140 N + o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ,n «1 N 3.5FT 0 oNN 0 /j'HEIGHT OF va~iw 0�rn / EYE +o 55 c+o� N -7 lu+uu ro+5u 11+W 2 SIGHT DISTANCE LEFT PROFILE C14 HORZ: 1"=30' VERT: 1"=10' 11+w 12+uo 12+5u 13+uv 13+5u 14+UU 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 555 550 O 2 U HIMP 545 is oI.45183 ? 1 Ill 23 `44 O 540 ��'VFAO? BAG 535 530 MAJOR SITE PLAN AMENDMENT 525 REGENTS 520 SCHOOL 515 ALBEMARLE COUNTY, VIRGINIA 510 SUBMISSION: Soy 2022.06.28 REVISION: 2022.09.07 [central systems Request -ACSA] 500 2022.09.27 [ACSA] 2023.01.04 495 =4 485 30+540 O FILE NO. ROAD PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 "=30' �J I I 1 I 1 / \\\ \ S� EENIFAGAB F 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 grandifolia American Beech 117'-1 21 20 227 4767 ® Large Deciduous Tree Querus bicolor Swamp White Oak 22" 9 31 299 2691 y '., Large Deciduous Tree Tilio tomentoso "Green "Green Mountain" i 2z" 10 25 276 2760 Mountain" Silver Linden f` Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5' Ht. 44 25 123 5412 j OOrnamental Tree Cornus florida Flowering Dogwood 6-7' HL 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' f Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 3 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 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. \ \ \ 424\ --- — — vv v vv vvt7777 7a i ' GY1' Iy1 WALL • c �_ �2 ELOCA 1\\ \\ r V A - ��T 15' AO °pOR� y vmD�ian v ACCESS `€ASEME A\ \\ . 20—< GYMNASIUM � I , I / � I �/ �,• � � �_ � v � � � � � I v I I I I I I � / MAINTEN410E GROUND la I \ \ / OVER ALL SLOPES 3:1 0 \ ` STEEP 1�0 �'I \ �\ TREELIvv vv 1 / ,��— —/ � �---_ i WALL E MAX 8' HEIGMT I I.• 1 f I 'I' 'I V A \\ / / —, 1 ICI I � I I 1 4 I ' •7 • •1 • •7 •'I •') ) 1 BALL — / / / I ��' 6 1 _98 / / //---\ I I ��'�%��.1V V ' \ BW go / WTAW�69 / /�// // I _ /// WALLET 2p By184 / / / I /� _-� / / MAX 3' HEIOHT 4y, i W 7g W W W W W W W W W W 7 p — — _ WTWL 83 I I / / WALL E LOCKER/ \ A��. MO /tiW 7EY MAX tOjHEIGHT I ROOM " \ w L � Rc TS PLAZA a ✓ \ w EBLY CLASSROOM^\r\ \CLSSROOM/��o\ .. .' \ UILNGiC Bt11LDINo - ... - AD ISTRATIVE i E�,\ASS\ 0 - \ / BUILDING - - -HALL / BUILPINq D2D4 i - N \ - - - y -'. • / e' •' CLASSR00 \ \ 66-- '/i — � \. G.pQ �.EIGHT 3.5'-- � - - � � 12- "9 ', A A V A \ �v / - \� •.._ _ _ CLASSROOM - / / • / /... - �.��WAI.VI- // c� V A / A /-- _-_ _ / 8� v -- - - \ \ \ \ \ TW 96.5 6 \ 2- - \CLIsSROOhi'_..- I � v ocM CI - L - ?�SSROOM G& BUILDING \\ I r i \ ` �._ __ ` \ \ \ e°�� \\/ �/ • / / --- \` �\ ��\\ \\ o\_ i \�/' I\� L CLASSROOM N 'TREE \TIO \ / V FENCING (TYP - - A A \ V A-/E GRADE TOT / ----- -_- — MIT$v A ---_--_ Isss�c / //-- Leo — v \ ` J /\ \� 1 N�F'W TRE�ELIJ�/ /// '\ '•V\-� V A V A �.0Q' Yam. V v �;y, /� A A A \m�►uc� / / /� /-� / l / / / // Lab — — — — — � r�irw\..�.., v� � s_` - �� A V 1 1 �'9/n •A � - �� . h�=u.,� ,�.t _ - - :✓X,�� x.x.:. L'�:, �., r.L': �1n \ � � � ° - - _ _ - / / - _ �.e.- - _ � ' - - / � / : � i ��,G�d/ i 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 U INT 7ic.45183 6 S G 11 S B I - ONAL 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 FILE NO. LANDSCAPE PLAN .1 1 51. 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. 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 grandifolia American Beech 1 j"-1 j" 21 20 227 4767 Large Deciduous Tree Querus bicolor Swamp White Oak 21" 9 31 299 2691 y;x,r Large Deciduous Tree Tilia tomentoso "Green "Green Mountain" 2j" 10 25 276 2760 Mountain" Silver Linden {`1 Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5 Ht. 44 25 123 5412 QOrnamental 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 tells 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 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 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 I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 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 0 I in 0 ro FENCING AND I ( DRIP LINE SNOW FENCE ORINC CORD FENCE 'P•�a11 -`- PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING w 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 (12"-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 Albemarle 'Conservation Plain,Chee ' be placed on Landscape P�ns (Handbook, pp III�S13 24 -tbr complete specification 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 been inspected and approved by -a County Inspector. 3. Pre-Constrnetion Conference: 0 Tree preservation and proteetiop measures sha"e reviewed txith the con or� s e. 4. Eauipment Operation and Storage: Ileavy equipment, vehicular traffic and storage o constriantion matena7$ a id�� eed hll wrt� $le drinlwes.o tees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted withib d00 ee ofihp dFipWn6 oftnees o be ii Vim. 7. Toxic Materials: 0 Toxic materials shall ecrtheWte&within 100 feet -of the drirtp-Ine-of4ees to a save . 8. Protective Fencing: ® 'frees to be retained within-40Teet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or, construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, atreewellshall be provided and a construction detail submitted for approval 10. Tree Walls: ❑ Wheajlhr gourd level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenehingand Tunneline: ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching, will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last ttems removed during the final cleanup. 13. Damaged'Irees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree-speciatial ONS171LITY TO CON�1� WITH THE CONTRACTOR ON TREE CONSERVATION IT I5 THE DEVELOPER'S1i S5� 0 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U INT 7ic.45183 � O ��SSIONAL 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 [AcsA] 2023.01.04 FILE NO. 18.020 LANDSCAPE DETAILS C16 01 a1 ITT 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0o 0.0 GO 00 0.0 0.0 0.0 0.0 00 0.0 Os 00 0.0 0.0 0.0 GO 00 a1 a1 0.1 oe 9.1 9e 0.1 0.1 oe 0.1 9.1 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.a 0.0 Go on a.o 9.0 0.0 010 a 1 QA 0.1 0.1 0.1 0.1 0.1 0.2 0.2 02 02 02 0.1 0.1 Q.1 0.0 D.9 0.0 0.0 0.0 0,0 0.0 0.0 00 00 0.0 0.0 0.0 0.0 0.0 00 .1 01 0.1 0.1 02 01 0.2 OA 0.3 CIA 0,4 as 0.3 02 OA OA OA 0.0 0.0 GO 00 Go GO 00 GO 0A 0.0 GO 00 00 0.0 00 a� 0.10.1 0.1 0.2 0.2 0.3 07 f rk01 0.5 03 02 0.1 0.1 0.1 0.0 0.0 GO 00 GO 0.0 DO DO 0.0 0.0 0.0 0.0 0.0 Do �.* 1 0.1 0.1 0.2 0.2 0, 06 1.0 1.5 le 1.4 zz--2 0.5 03 0.2 0.1 0.1 0.1 0.0 GO 06 0.0 0.0 0.0 0.0 0.0 DO 0,3 0.0 0.0 00 0.1 al 0202 03 5 12 2.7 13 : xi hi. ,4 CIA _. OA .5 G3 02 0.1 01 01 0.0 0.0 00 00 0.0 00 00 00 00 00 000.0 1 � ftx� ,fir �� 01 CA 01 01 0It .3 06 0-a 1A 5.1 X&I ul �3.a !s ERR �s n.3 „9 Ca 02 CA 0-1 0.1 00 00 00 00 UD 00 0.0 00 00 DO 010 1 0.1 OA DA 0.2 0.3 0 0.9 2.1 5.1 � X8.4 ''SJ2 1LA X4.a 'Y'8l 11A x1A 'It NA a3 0.2 0.1 0.1 0.1 0.0 0.0 010 0.0 0.0 0.0 0.0 0,0 0.0 0.0 y' MCA 01 0.1 0.1 0.2 02 0.3 A 1.3 3.3 4 85 �7 X72 � c1 '&2 V& Ne �0 .421.1 'k2 "!5 Y. 01 02 01 0.1 GO Go 00 OA OX GO OD 0.0 0.0 0.0 al 0.1 01 a.] 02 02 03 0.4 7 1.6 3.2 iz '�3,ao 'i.S hitO x ps �4, ,2 AfM3 ® Al d61 "IA U .s as ai 0.1 on no DO 90 DO 0-0 Do 0.0 4A D9 0.1 0.1 01 02 0.2 02 03 0.7 1_ 1. 0 rp5'6.9 0.4 1st .1 K/ 'Fill IgA % 4AT Nis '1 0. 03 001 0.0 00 0O 00 00 0.0 00 00 GO 00 4 .V,l 0.1 0.1 02 0.2 0.2 0.3 6 On 1.6 2,1 .0 X� D A X4.6 X43 1111.0 t .8 Y42 ��2.e fxe�IA 0. 0 i`02 01 0.0 0.0 00 Do 0.0 0,0 0,0 GO 0.0 0.0 % 0.1 al ad 0.1 02 0.2 0.3 0.4 0T 1.8 3s 4 a�'A 'as1t sa .0 q.1 l' .A 16 1.7 #I 6 G3 0.1 OA 00 0.0 09 DO 0.0 GO D0 d0 OG 09 16.1 c a� 01 CIA DA CA 0.2 02 01 0 0.8 1,2 2.5 5. S9 Xa.N �.0 .7 i2 '4. Xe% q9 '42 %l X21 d4 0.2 CA 01 a.0 GO OLD Do DO do 0,0 a,o 0.0 GO 02 0.2 0,2 02 0.2 02 04 .6 1.3 10 6• .1 "go XPA Xd.3 xL: X23 6 X43 X4A 14,0 Y" .3 X1. a9 .5 0.3 0.1 01 O.0 0.0 Do DO 0.0 00 GO 00 00 1.1 DO A027j( 01 0,2 0.2 0.2 02 az Oz 113 04 0.8 12 4A a X6.9 % Gel'.1 XJA K2.2 X2.6 % X32 'is Xa3 X,A t.Dy° .3 0.2 0.1 00 OA 0.0 0.0 00 0.0 0.0 Do 0,0 0.0 OG 00 fox p /0.2 02 02 0.9 0.2 G2 0.3 0.3 DA 0.4 0.9 z.1 10A YHA X72 `gL7 XA.1 5 .7 a "It 11 142 X20 XIA A ,A ,11 0.0 0.0 no 00 0.0 GO 0.0 0.0 0.0 00 .0 0.0 0.0 0 CA O.2 02 0.3 0.3 G3 0.4 0.5 x15 � %A 1it1 ate NailX..4 XS 11.7 X1A VIA .4 ,y'o-F GO 00 0.a o.0 Do o.o a.a GO Do 0,0 0.0 oD 09 1 00.1 0.1 0.1 a2 0.2 0.3 0.4 Go 1.3 LH 2. 4 '" 4 13.;e 1.7 16.0 .5 '6 15 ✓9 ax1a '2.4 N. 2 .7 ..4 Go dof o �" aQ 0.0 Do 0.0 0.0 0.0 0,0 0.0 0.0 0o ry, ',>✓"01 02 01 OA CA OA 0,2 0.3 GA 9A tfi 30 15 ,6 s YE4 NO x&d; Tl Xr.. A �v NA Xd9 X,�,a X4.6 xi XI 07j �oo on o. off` p0 0.0 ao Do 0.0 00 00 00 0.0 00 z OA ,a i13 2 0.3 02 0.2 0.2 0.2 0.2 OA 0. 07 11 23 6.2 ' .1 .0 %A a3,9 i14.3 X.'m.A dot 2' 9„'"e1 �d.4 �44 H`s,4 41A et s � sr Do 00 0 00 00 0.0 0.0 no Da 0.0 0.0 00 �i. VMS, a1a' ys9 c' a 4 0 a O.b 0. 0,3 0,3 0.3 .6 1,1 2.6 6.� X4.a XS.7 X4. NZ X40 6 ,AA xr.1 N.1 % 1L4 X1A A 0.3 6' +� 0,0 00 GO Do DO GO o.0 0,0 0.o o.0 o.0 00 r gip' K Y�+p ,1r AD 1.1 1.5 115 1.0 6 04 OA OT 16 1A �A 4A Xd,2 x9.3 %z dd X 0, el:.O Xi3 X9.R Xie 01A .1 4 02 0,1 0.0 0.0 00 GO GO 00 0.0 DO GO 0.0 9-0 0.0 00 9 3.8 2,3 0.9 O. OB 0.8 1.8 ,2 �k '�a X4.a K4, Xt,7 �XA X4,3 I.7 X2,9 XL7 0. 0.0 aD 00 D pd`a Do 0.o GO 00 DO 0.0 0.0 00 OA GO OA 00 0.4 11.7 ,X.1 X2..4 X4.3 `. 42 6.2 2.1 1.4 0. .9 1. " a6.d YEA � X4.11 X3.5 X2 .4 rr''1 Xz.9 % XG7 X2.1 x! 09 .5 00 0.0 00 0.0 �.% 00 U.0 0.0 00 0.0 0.0 0.0 00 00 0.0 U.0 00 .'0. 0.3 0.3 O4 .5 f.3 X4.0 XT;3 Xa;Ot �4.�, 2,6 1.3 i. :�A Xd7 X4.1 X4A X4.0 a,6 A RJ2 A a'1 X].1 XP1 Xi9 Xi. 1A Ile 0,o 00 00 0,0 0.9 00 0.0 0,0 0.0 0.0 0,0 0.0 0.0 Do GO 0,0 00 00 P % 02 0.3 0.3 1A. 1..9 X52 Xfi,r PT-T - 5.2 11 2 'I.T L.0 tl.8 Na y$ K5."I 42 3 -1,. 1J4 ,$ VIA Xi,B .,._: 6 00 00 0.0 04 DO 0.0 0.0 DO 0.0 0.0 O6 0.0 0.0 D.0 00 DO Da 0.3 03 03 f3• 2.0 $ Xd.D i.3 .1 1 1J k d dA 3 'S-6 .2 X42,r"3.1 XEJ Xi.7 �.1 0.2 00 0 09 GO 00 DO o0 DO 00 DO 00 GO Do ' Q4 04 A i.'1 .1A 2A .8 XS.4 X20 �1.5 .5 '22 �A XJ.6 Ii XP2 X7 Di 3 X8.6 Xtfi Xis X1A 06 0 00 u 0.0 0,0 00 0 00 00 0.0 DO 0.0 0.0 0,0 0.0 0.0 DO 0A 0.4 as 0s A 1,6 1.8 XI4 '}: XI.6 Y23 XtH XA.9 %a as! *d 7 x$IE X3.7 '1J.0 XIA X1 6 os 1 a. co 0. o „ } Do ao 0.0 0A Do DO 0.0 Do on 0.0 0.0 GO 07 o to os ,4 X1A °Ze4 XL Xd,A Xr.rp 14.7 X4,3d XI. - 10 e on oO Do o.c4;3 a .. GO Do Do 0.0 0.0 o.0 00 0.0 o.D Do 1. CIA 05 a " i X1J'TA X3A NSA tl,W XaD % 12.7 XIA 12 00 00 GO 00 0. ? 00 R GO 00 0.0 GO 00 O.o 0,0 OG GO 0o 15 03 0.4 -0 :0 X12 X12 eiL7 3$.1 X4.1 X% % X2.1 0 0.5 * 00 00 Go 00 00 0. 0 00 0.0 0.0 010 010 0.0 0.0 0.0 0.0 DO 0,0 a 1 0.4 0 'A "IIA1 XI.7 22 121 13A irS 12A X a. 0.6 04 00 0 00 00 0.0 do oo 0.0 o.o $$$ 00 00 0.0 GO 00 0.0 00 0.0 ILO 00 00 0.1 0.2 0.3 a. XI .1 1s 1.5 1.0 0.7 0. 00 0. 00 0.0 ao Do 00 00 GO Do a,a a's GO 0,o GO GO 0,o O,0 do GO Da 0.1 0.1 O.t D2 0.2 0.4 6 0.8 _13--i3'"1.3 1. 0.6 0.4 0.2 01 00 0.0 0.0 00 It 00 0.0 0,0 0.0 0.0 0.0 0,0 0.0 00 00 0.0 0.0 GO 0,o 0.0 0.0 Da 01 0.0 0.1 0.1 0.1 02 03 0.. 0.6 95 0.4 D2 0.1 n.1 0.1 D. 0.0 0.0 00 0. 0o Da 00 GO DO GO 0,0 Do 0.0 00 OD 0.0 GO ao 00 0.0 00 0.I 0.1 0.2 0,5 all ,0@,.y 01 0.2 0.2 02 or 0.1 0.1 0.o 0.0 DO 0.0 00 0.0 0.0 0,0 0.0 0.0 0.0 0.0 GO 0.0 00 Do 0.0 0.0 00 0.0 0.0 DO .0 •9.0 0.0 01 0.5 OA 0.1 V.�a.1 0.1 0.1 a,i 00 or 0.1 A GO OA DO 00 9A oA GO 0,0 OA oA OA 0,0 OA Go Go GO GO 0,0 00 GO GO GO .0 00 0.1 01 CA 0.1 01 0.1 D0 0.6 00 O 0.0 00 GO 010 D0 00 0.0 o0 0.0 0,0 0,0 DO 0.0 0.0 0.0 0.0 0.0 0,0 GO df'u o 0 00. 00 no DO 00 o.a a t 00 00 00 GO DO GO 00 GO 00 00 GO DO O0 00 GO Do 00 a.0 `4. �yp.. 00 00 a.0 00 o.a o 0.0 0.0 TO OG0o an Do 0.0 0.0 GO Go 0.0 0o 00 GO oo 0.0 12r' T A oo 0.0 on 0.0 0.0 0.0 do 00 0.0 0.0 GO 0,0 0.0 0.o GO 0.0 0.0 0.0 0,0 0.0 Plan View PARKING LOT SITE LIGHTING PLAN schedule I Symbol Label Image QTV Mamufacturer Catalog .- Lamps . part 4 Llthonia Lighting ESXl LED P3 40K R3 ESX LED Area Luminaire Size 1 P3 Lumen 1 20658 1 146.35 Package 4000K CCT Type R3 Distribution ❑ A FMax:1133334cd 3 Lithonia Lighting ESX1 LED P3 40K RS ESX LED Area Lummami Size 1 P3 Lumen 1 21680 1 292.7 Package 4000K CCT Type R5 Distribution ❑ D Max! 8396cd '. L/rHZ7WIA CSL/GNT//VG CONTRACTOR Contractor Seiect' ESX1 1XD Area Luminaire The ES%1110 area lum nave myrtles the tombnW ion of best pmdaa best prrtg and bi debPe%pane nldeal for lrplarin91501MW{OOAfNlO'lumbairn. ESx Provrda4lrpml7p9{ energylraingL long",weAYM1EW luminaires lwlmeadilntaHlg. light wlput, Providing •va IryK&ItAhl lfiiA'ae�,�YolrlWire.�kM+rgRreikf'Lleli6"rin�j'IN 1ne held and on Oismbu!on sheMet:iICOasxo4iplpiiYrlypliEidiB4dlakPayb'Inst4¢ Poi quit deluwry FEATURES; • Neplxes 151yay la-0OOW1110 • A 00o so 25,0W rumens 4 Ad3u11a0kIigM DutPOfinl0liKhrrolOgptdglapitiselydBr�Fe3, • Type 3 ophcavuublem4000A and Mi( • ReuenrMe arm mounts onlommimum35'roundand s4wre Doles lav 1•Aem -�- viii r IA111RrJ NIN IIVIDII Ura R1OOAlON/ 'eN16) IMIN9VLMEd Eta I n(! P. n aNrm DAY frl "* YER &w tmasr?sm ATWaI on lit mug Ali MW o6"m6"s5 AO SioEaC 51' Ift . �'l P '1r 111!Tr1' La+tlt2.', wKs I�ot 'ie._3 ael 11 wtoo Will 54d0 t54W 2tY r;.ni<. LA111E0 AL'S01G71:1NYg11PJP4 go WRs'0%U `a2 MR] � 00194"NIT4511 ]ia �lrl�n lt�IDv��A,i��.raKino-P�rorx ae: �ide� nl:kt:6on1�,"$e��W�,>;nra:_. r��airaui'dle In wa_-^.4�.�ryn_ ,ral�i'cmia�'�resL�lyt� pull 4u`re- s4 aPi�z�uy;er�Krt�-��..�A'�I.�uar �'ss��k n�u 7`mirY.',�I�r I-t.ar '. u1;�G1A��eri npa� ai_ta�, i ez L/GHT//YG Specifications IMIEDED USE? ¢hbti'%oltut a<ompleteasaa Ilgldnq gatkaap Larr,5db1A ererylndsg nezdgda3l�ilkFi T5457pW FiNk amr Ivminaue4:AliKdr Ighl9uYpPl prow46stav 1i99t Is�i7�i1b anstpmd4tl.:ail4a•E1Sgm141fk%!�p}111Enr1dMlgmgmlDce uwrrnrrlraas:. CONSTRUCTION: TheEgi LED main d4d%hDu4inOThYY on Iva Msa4a:rngiaYVYa�ii gipwitip ,hrznrmgl4pars cofmul thelrrol managenoW ihar UiirenharYei YFOaiFo1)sdnd!141rrMy 13lmpanenrq+4lhemwnQnq;�rmis mudeaE 44Huded Aluminum Wilts r1aArlaui!Muncman+Noarltwnmunhigan Mhd':andsi pafgllhe Am,mrlgla!pUtiarcNPA9�raxdarrd'awleda!wmt momure anaemwnme val eDmimin+mtro] ism iai dry�nasliama5v.ftlS.F9cls nHrdkrm! mwn l-SG' nti�raElbnikAR!Rlci�k5i[38b�3a..: !FEECTRICAYi 1Vyi1 Hrgklss'mrlHitssfitij�'ryrrTlicxy tiDse4d11C0fPmmpnaintenancD9rwlel Uian IiBitdOfAOfAko Uldroarp raharelfffi9Wonsoi4000!s and WOOK rdth nmrmwr Oft �L7OareawAaalP 9etclanrodr'�s••rg41DY.�paWeofzMrnrmes almmiDg. aM eDslrr 'fYsSrnrr pm1e1 Ndor>9(YAaMri1O a=299k WP Irr41r4lRahrroeLys4rgg plmKLae Onyri rtyputar2Aggsawd4Ale,n AtnYKlt1ZQ23MaN NVOLA(34IA8lIgJ INS1AtLAT10N; ISM leaWres anmuededatunelwnarm mairsrTbleall"ngintomorunlonbath-mu d andVurepcex ES%1 can Le marlmsdonrominirrmm3'5' square and round poles Ad atsaji aa11 roauet On[kt e>is irazlFaA18. LISTINGS UE!nsirl •cmPet Ui aW GliadiadsladdaAls 50RaN410rc3r1dcatwas,'rLa�ota iQC mr1 num.,vrd. fSes.gnugt:h(nnxrt r.m'lotL]prermdMpualr8edprddOwNa aAnersr0l5ti0f d8LIp1U404f maY t* DtC Pren-m 4whfied Pllgeehi Pre OECOY04-dotoduds Lroahiri. In,7n.civ c•n:dTb3saasdssdfVs� rLSsomarr qualAic•O, W4RRANiW,,. 5rrar I mhralaaliBhN/.111ii XUre04{Y sxrgnlyarcadedaid 4o Other va!rn�ritsin+7vi 1pruhcs40n1.Oat<yaakarry 4wlanlg'41,ur7 kmd.All edlneyDess arrb luidKao,1_rd1Ei 'vt*rcia=med C'N'tpMie'rfnraldit4!mswool0 MMR khraEpglfpmWdsd mlTdsEn a%Hleifait9t gmlEndrrm1ra11htrll;ltil�BL�u. Ad naAlaSasddapJ¢rlda ty¢nLai.'y+_mid'da14h1%luldlr[ha4pnbrgmMrO4rIVa1�''� �r7ir�`slAt120.�t_A�6a tP>-'�ofA'fi�e: Dimensions a]'4 M nidrtalyet1M tl�Y1{.-a_�r,fSX•k�'' L IN 1 m ,.ngrh n' Wn114✓W Hnger nl 0i I ;PA - ADJUStA811 UGHIDUTRUT'iAt011' Inlemal$sYtPlr. IAY,dg1A41i�At, Yeas IDr�i� ilalgi Ae_,spd4i tiNiCn ode pr�didlpAlauaselbfaY}!1: TINItJ}ndhomiQte an6I3 A rLd'IDfl15411rdairN100O4 a4d sq ehleOls', Ouii inUadalkrklAr Wgnd4TdVeam nplarodagarral*flawdxeorFlglrard'poles.%hal ufing swdFrwMpdrs Xheprmrallbrhlmed a oOM',m 1ha1'dlalwyedeMiapl_ai �Sa�AwtySnAOAIrra-uM�paes. IEixt rursg'.rtd4umed pmp:midiM�m 3 +�`1q�3ednd rmrxlfiL4t 8 �uf � ;P FEDERATED LIGHTING VIRGINIA 1 O O 2 v H Z W W W w Designer FLVA BAP Date 09/14/2022 Not to Scale Drawing No. Summary 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 U INT 7ic.45183 � ��SSIONAL E�� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBM SSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request -ACSA] 2022.09.27 [ACSA] 2023.01.04 FILE NO. LIGHTING PLAN 18.020 C17 20.00 in (508 mm) T 12.00 in 1305 mm) o 26.00 in (660 mm) _F 21.50 in (546 mm) Luminaire Data Weight (luminaire) 40 lb (18 kg) UL listing number E338094 UL listed for USA/Canada UL1598CSA-C22.2 No.250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminaire IP65 Impact rating IK07 Material and finish Aluminum, powder -coat painted Wind speed rating (aiming only) 150 mVh (67 m/s) UL, IEC ambient temperature rating, luminaire 50-C (122T) 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 US. and foreign pdangs) Issued and Pending • 0201g 2020Musoo Spom Ughdn%LIC .TLC-IED-90o 5]WK]5 CRI . M-262aen musco 1 25.00 in (635 in 26.00 in (660 mm) 24.001n (610 mm) L Luminaire Data Weight (luminaire) UL listing number UL listed for USA / Canada 45lb (20 kg) E338094 UL1598 CSA-C22.2 No.250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminaire IP65 Impact rating IK07 Material and finish Aluminum, powder -coat painted Wind speed rating (aiming only) 150 mi/h (67 ni UL, IEC ambient temperature rating, luminaire 500C (1220F) 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' 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 luminaire. C000US. and fmIgn patens) Issued and pending . 02019, M20 Musco Spom Lighting, LLC . T1C-LED-1200 S700K75 CRI . M-2943-en04-5 musco 1 400 �00 10 0 a0 no4 a0 a0 a0 40 D -'D __P p- 40 Nn Yn� 010n10 10 YnYn10 10 p Y D n 10 10 10 10 10 10 10 40 4P 10 D P _A +1 s? +3 8+1 sz +2 +26 s3� +1 .p '0 0 19 428 �34 433 +31 0 431 432 432 433 428 1 +4 +150 +'599 36$0 40 +1 +4 +12 428 27 30 27 23 23 27 29 27 27 40 +1 �3 49 11 23 130 32 30 27 42425� 428 30 31 29 2 40 _ ,29 24 �34 35 32 30 28 29 ,30 32 +34 _322 40 0 37 34 30 34 36 3640 33 35 2 40 0 2 �29 ,36 128 128 428 429 130 r30 429 �31 �33 2 40 0 +1 1.10 S4 + 11 +11 1 "<th ss i 0 A l.1 + +1 +1 +2 2 +1, C\t � SCALE IN FEET 1 :60 0' HO' 12V ENGINEERED DESIGN By: • File #200947C • 16-Nov-22 EQUIPMENT - P0 1 Luminaires city . M INE GRADE MOUNTING LLMINAIRE QT i Tqe OTI R ELEVATION HEIGHT TYPE POLE 1 GRID 1 GRIDS 2 S1,S3 60, - 60' TLC-LED-1200 0 80' TLC-LED-LIED 3 3 0 1 S2 60, 60' TLGLED.900 4 4 0 2 S4-SS 70' 70' TLC-LED-1200 5 5 0 5 TOTALS 22 22 0 Polelocation(s) +dimensions are relative to o0 reference points) SCALE IN FEET 1 : 80 Pole lowdon(s) +dimensiom are relative go= TER to 0,0 reference point(s) 0' Ban 160, ENGINEERED DESIGN By: • File H2O0947C • 16-Now22 Regents School Of Charlottesville Atheltic Field Charlottesville,VA REMEMM Name: Blanket Grid Spacing: 30.0' x 30.0' 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 Musco 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 i 3% nominal voltage at line side of the driver and structures located within 3 feet (Sm) of design locations. muser- We Make It Happen., Not to be reproduced in whole or part without the wftn consent of Musco Sports Lighting, LLC. 01981, 2022 Musoo Sports Lighting, LLC. Regents School Of Charlottesville Atheltic Field Charlottesville,VA GRID SUMMARY Name: Property Une Spacing: 30.0' Height: 3.0' above grade • IORIZONTAL FOOTCANDLES Entire Grid Scan Average: 0.0151 Maximum: 0.45 Minimum: 0.00 No. of Points: 1g0 ..I MINAIRE 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 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 S 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. 0000 mug We Make It Happen„ Not to be repoduced In whole or pert without the written consent of Musco Sports Lighting, LLC. 01981, 2022 Musco Spom 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 vdth 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 U 7icINT .45183 o ��SSIONAL 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 [ACSA] 2023.01.04 FILE NO. LIGHTING PLAN C18 Page 6H-48 September 2019 Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2) TE Guidance: 1. See Table 6H-5, page 6H-6, for recommended spacing of advance warning signs. 2. SHOULDER CLOSED (W21-5a) signs should be used on Limited -Access Highways where there is no opportunity for disabled vehicles to pull off the roadway (see Figure TTC-6). 3. 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 Tra,Control Figure TTC-8. Standard: 6. On divided highways having a median wider than 81, right and left sign assemblies shall be required. 7. Group 2 channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0-35 36+ 035 36+ 0-35 36+ Transition 20' 40' Trevelway 40' 1 80' Construction Access 80' 120' Construction access spacing may be increased to this distance, but shall not exceed one access per Ye mile. 8. For taper lengths, see TTC-19.2 9. See Table 611-6 for barrier transition flare rate.2 When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A4 of Appendix A for clear zone values). it. When barrier end is inside the established clear zone, attenuator service Type I or Type H 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 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 an 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 TTC-55. Option: 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 6F, Section 617- 99 paragraph 12 and 13 for installation guidance and spacing.'- 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 Stationary Operation on a Shoulder (Figure TTC-4.2) Page 6H-15 G20-2 (V) SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 9 TYPE B OR C SEE NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 1: Revision 1- 4/1/2015 2: Revision 2 - 9/l/2019 W21-5aR W21-5bR September 2019 Lane Closure Operation with Temporary Traffic Barrier r (Figure TTC-20.2) O z b" LINE BEGINNING AT ANGLE BREAK 2 OF BARRIER o- z w F- > 8" LINE IL \ Page 6H-49 " b G20-2 (V) BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 ® TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS SEE NOTE 11 T O BARRIER DELINEATOR SEE NOTE 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 Or SEE NOTE ERADICATE O 200' OF EXISTING PAVEMENT MARKING 7O "GUARDRAIL SEE NOTE 11 O G SEE NOTE 8 � 0a ILLUMINATED FLASHING SEE NOTE 11 - �, AMBER ARROW TYPE C SEE NOTE 3 SEE 0. SHOULDER TAPER I ; l NOTE 1 00 W4-2R I '6 .16 OPTIONAL LONG-TERM SEE TRANSVERSE NOTE 1 RUMBLE STRIPS KEEP i �LONEos W9 ZENOTE14 R4-V7L LEFT SEE NOTE1 RIG RIGHT LANE i jam- LANE Wg_3R CLOSED CLOSED AHEAD SEE HEAB NOTE 1� ROAD ROAD WORK WORK �i 1 i' AHEAD W20-1 AHEAD L 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 Page 6H-54 PCMS - SEE NOTE 3 ->- Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NO -US September 2019 Guidance: 1. Sign spacing distance should be 350L500' where the posted speed limit is 45 mph or less, and 50OL800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of theflagger station and transition, based on the posted speed limit and at least equal to or eater than the values in Table 6H-3. Generally speaking, motorists should have a clear line 4 greater Y Pe 8• ofsight from the graphic flagger symbol sign to the flagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flagger 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.z Standard: 4. Portable Temporary Runde 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 6114 on Page 611-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating tight shall be parked 80'-120' in advance of the first work crew. lion: 8. A t -W 21-V 10Lign' may be required in this area to give advance warning of the opembon ahead by slowingWm- hing traffic prior to reaching the flagger station or queued traffic. Guidance: 9- If the ueue of traffic reaches the BE PREPARED TO STOP (W34) 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 trait control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). lion: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or leas. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road 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 1-4n/2015 2: Revision 2 - 9/l/2019 Page 6H-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.2) Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 81, sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 130W-1500'for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. lion: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emergitng from that roadway will encounter another advance warning_sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating, flashing, 017' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) shall be at the following: Taper Length L Speed Limit mph) Lane Width Feet Remarks Speed Limit (mph) Lane Width Feet 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=S2W/60 55 495 550 605 660 L= SW 35 185 205 225 245 L=S2W/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=S2N/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 Taper =''/a L Minimum 7. Channelizine device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit To h Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph 0 35 36 + 0 35 36 + 0 35 36 + Transition 90' 1 40' Trevelwa 40' AD' 'Construction Access 80' 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access nar'/. 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 611-5 for the posted speed limit. 10. A truck -mounted alternator (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- 4IM015 2: Revision 2 - 9/l/2019 September 2019 Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) av3HV MHOM avoN ay3Hy av9a 3NV1 3NO sus Weans � da1S Ol D3NVd3Nd - 39 om _ G20-2 (V) -'Tm m �- ■ �� 500 ± • 0 0 9 T 9'C'd S3101A 33S 00 50' - 100' N011v1S 113e0tn=l D UFFER SEE BTABLE 6H-3 PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT 540 MPH 10 FEET 41-56 MPH 15 FEET > 55 MPH 20 FEET PTRS SEE NOTE 4 + Dog ROADWAY CENTER LINE SEE NOTE 4 & 14 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1n019 moommoso 1 0 0 �-'� 0 r *1 1 80'- 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' -100' FLAGGER STATION SEE NOTES 2, 3, 5 & 6 SEE NOTE 1 • ■ wzD-7 SEE NOTE 1 BE PREPARED W3-4 TOZROAD STOPSEE NOTE 10 SEE NOTE 1 E NOT 6 SEESEE NOTE 15 NOTE 1 SEE NOTE 1 WORK W20-1 AHEA 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. LCH, DUST 5' PRIMITIVE TRAIL 1 PRIMITIVE TRAIL DETAIL C19 SCALE: 1 "=5' 1.5" OF SM-9.5A 2" OF BM-25 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE 2 )ON -SITE PAVEMENT SECTION C19 Not To Scale -0-0-0ODODOD-0-0- x 6" Bollard 1" >. DU E .'p X 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE TO BE FIELD VERIFIED x 6" Bollard � -ii5 In lamb' 5' RESERVED ,I 4a; 425 PARKING- _.,L • 4" fi .75 # # # 25 �R7$ � PARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) *Reduce spacing 50%. "See page 6.31. "'See page 6-2 for anew design. a R V N AC EC SSI BL _ N E A R78a 0 vAR ACCG35AWF R7db YWM1$Wf n e c 1 a 1 E I E I G x I , G 1I Ilia sn na Is ISD silo Lsn s® rs o Re 1 9 1 vs I N I ]S 1 ,e 1 I 1 ISO I 11 AM IIb onanixcRYHIGIa GWELTLHP MCAIION colons. IEernD -G®I InEWORERI NEMOSACK MORE IEGEND-MIO[OFIRIAEfIfLIMr WKGRpM-MIrEE MEIROmuArm WAGR D-OLIIE IRET WRECK x 4" Wooden Post -6" Wooden Fence Board 2" x 4" Rail (typ) °D. 4" x 4" Steel Columns for D e D e Gates 4" x 6" Treated Wooden ° ° ° Gate finish to match P .° P ,, u .P buildings CONCRETE PAD''' CONCRETE PAD' 1 f.25' 1t.20' : 1126 z.20P : - ,. . e 71 ,-6" Wooden Fence Board x 4' Steel Columns for Gates i 6" x 6' 6" Treated Wooden Iptefl%sa tp match buildings Concrete Pad 3 DUMPSTER PAD DETAIL C19 Not To Scale Virginia Department of Transportation Details 201.01 Standard 6" Curb (CG-2) 201.03 Combination 6" Curb & Gutter (CG-6) 203.04 Method of Treatment 303.02 Asphalt Pavement Widening The Standard Drawings contained in the VDOT Road & Bridge Standards are signed and sealed engineering drawings that are copyrighted materials of VDOT and the Commonwealth of Virginia. VDOT's policy is to offer the Standard Drawings in a secure electronic format and each Standard is available on this website. http://www.virginiadot.org/business/locdes/vdot_road_and_bridge_standards.asp SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U HIMP is o.45183 I,a 1 4Ii`2 .po � l w �AsSIONAL E�G� 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 FILE NO. 18.020 SITE DETAILS & MANTENANCE OF TRAFFIC C19 \7 i /\ s� �; 5.48 ACRE \ \mom SWM FOREST & OPEN SPACE EASEMENT \, 1a DB 5658 PG 269 1 o ; OF FUTURE SCHOOL STRUCTURE 1 1 I 1 1 1 wl M rd 1 REGENTS SCHOOL SITE \4 c 0 I I I 1 I I I O a e \ I\\L & 8 S i s vI i O' O a �yI 0 NOTE: SANITARY LATERAL CONNECTIONS TO BE ADJUSTED AS ON -SITE PLUMBING IS TO BE DETERMINED NEW 60" DIA. PUMP STATION TO SERVE REGENTS SCHOOL EX. Y FORCE MAIN TO ACSA SANITARY SEWER SYSTEM TRINITY PRESBYTERIAN CHURCH i• � i• Graphic80 EX. ACSA MANHOLE PER APPROVED SDP2020-18 EX. GRAVITY SEWER 45 LF PER APPROVED SDP2020-18 FONTq/NE AVE EX7 EXISTING ACSA MANHOLE 240 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7. HIMP � ic.45183 O ��SSIONAL 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 [ACSA] 2023.01.04 FILE NO. CENTRAL SEWER OVERVIEW C20 24 19, o \ \ \ \� ary \\\ / 30 0 30 60 90 Li o 1 \ \ \ V \ — Av v _ \ / A — — �— — Graphic Scale: 1 "=30' Lt — — \ \ — / / TAINING ALL MAX �iSIGN / - -- GEOFAB C TQQ BE\�OCATED �Sa W W W W W W W W W 20 —W W W �y _ OFACSA\SEMEN r OTT EXCEED lL _ _.° .. w =/w a 41 12 IX \\ \\\ A 1 WALK 1 _ _ /I _ — — — — / ' '_A A \ 1 so x w �' / \ 1-2' \' "� -`lam � AP' EIGHT 3.5'�lA x x / 10 77708 _ -- \ 2 w wswsw WS �< — — 7 ELEVATED ON PIPER \ FOUNDATIONS FO � I � 45' RIVA//TE EMEMT / \ '✓ cn _ - _ / /. 6flDIAME \ C fy 1 PU — I x / MA STATIO _ — _ _. — --- — \ \ \ \ qB 51611 IPG 1639 I ALC SS EIPSEhNT �5 �6 PV ,ply GRADE TO / 502.5 ONT-� SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L J I L I / is o.45183 w r o��SstONAL BAG ....................... (ti•: :v.�:.tii'.•: i`:• d tit:,: '::•::itii•ai•a•::•::(ti•::•:.: •r:...... / .................................. ............................. I —42 w ......... \ \ I 1 1 ....................................... bA \ —\ \ r —^✓� / / / �/ /��/ / yy ............. W 02 RESER— VR ROAD \ ROW �w _ J / RoUT APPROXIMATE LM-AIf L EX. DUMPSTE'i2 7 p R'SE ROAD RV / _� `1 _ — \\ \\\\ \ <pIR 3 w 0' RO/Vy \ _ 3 - � W �530/ 5' PRIVATE SANITARY SEWER EASEMENT / ' 6O / / / \ iDB-5619 -RG 6 \ \ \ I \ — — — `` \ :-- ��. \'.. j — �— \ i / \t \\ ,d "" isF. \\ 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 4,90 � PRIVATE- VATS / — / — - �'✓ — �✓----�iV -- r✓ ��, v ""—w I F \ w /\ \ o FILE NO. �ABNIIT�AIR/Y S 6 9 jS NT �.r —U _ _ - -- w SER`1N� \ \ /y — ` _ 18.020 F -- _ \ F o� F —F \ —F /F / \ \w a c sk R RPw I ,2 \N� RWSP �� \ I w SANITARY SEWER FORCE \ \ �— 520� / o —' /j// / \ \I \ \ \ \ / % I\ /w \ l // X SSMH MAIN PLAN — ° — / wv \ \ \ \ w \ \ / / RIM-491.3 WI W — W /W / '� FH \ / w co\ \ \ / / II-482.68 \ / 10-482.41 IWIW Q w W /w W _� �_ / / v \/a /Q %\ i\ / a o h\ \ d \ ° f I \ \ s\ I \ II \ Al SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OL < Y is o.45183 SIONAL b \ / / <<</ < MAJOR SITE PLAN AMENDMENT <<l REGENTS <� _ _ _ -,� -- �' z, I - SCHOOL z v < _ L . < — < ,< --- w rn COUNTY, VIRGINIA ALBEMARLE NTY FbNTAINE AVE EXT. Co / < / / <` SUBNIISSION: / 2022.06.28 REVISION: J ( i<<� / /.✓ / / — — — — — — — — Q� x9�y /! -, _. - -. 2022.09.07 [Central Systems Request -ACSA] _ 2022.09.27 [ACSA] / <l / _ -� i _- 2023.01.04 << / ------ / R- O 61��xj�y x�svo FILE NO. \ / / C / 0 18.020 <<� <<< v I SANUARY SEWER \ << 30 0 30 60 90 \ I I GRAVITY FLOW PLAN Graphic Scale: 1 "-30' C22 X- 54 53 53 52 52 51 51 50 50 49 49 48 48 47 10+00 EX- w N W J W 5 0 _ ---- _ — — START 01 NEW TRAIL. /GRADE- 5 --;---- -- F - 40 PVC CE4 3.6`0 — - ---- ` — — — — — — — — — — — -�� --� _ w 0 62.7 LF 3" SCH. 40 PVC S Ex. FIRE 253.0 LF SACTOR- CONFIRMA - 3" SCH. 4C - Ex. B' WATERLINE KYDMED ON 35 COVER. CD SHALL POTHOLE A ¢ WL 5 f -].4% IOF FORCET�F NSTALLAPON - NEW w 0 — o — o w Go rn Z vOPP- 5 / J 0 MIN. 3' i�.p.. ¢ -COVER U 5 X. G._ �. w / Z / i 0 el N c--- 26 ® 1% 8SOR- � z zo 5 > zz 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 10+50 Si w ¢ ¢ �RGII _E`iR-A;9E. _ ,� - SC — _ — ----- - \ 25 _ 40 SC C -4�-LF 3" -SCH.- 0-PVC-@-0.-0% VASED�_ • iM wL ION 87.2 LF - 3" SCH. 4C PVC ® 0.07 F X. 1 WATERUNE. INVERT ASSUMED BASED ON 5' COVER. CONTRACTOR SHALL POTHOLE AND - M �H. Z - �. \ C \ - w Z .a. - PRIOR TO INSTALLATION -OF NEW FORCE MAPS N Ofz Q ^ \ ¢ ro + ------------- D0 17+50 18+00 1 1FORCE MAIN PROFILE C23 HORIZ: 1 "=30' VERT: 1 "=10' 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 WNI X PANG DON MALL WNi W A PEYOTE MONRORING SKMM TO K MONAGED DV A GWIRA. ..S..N ' mIPD Penn. GMIRGLe DMDUT SUW T POLE \ /—HIM MATOR .VMM LMT DAIXW CEXEPAttYi1 CMTMIL PANEL r .LLL PUMPS 'OFF. EIEV. - WAY PUMP INLL ELEV. - K Ua' DJROY OF MET. ELEV. W.w 22+50 23+00 TOP VIEW O]NQIEIE P1D 81tl(IIP 6ENEPATgt� GPlllt(l PANEL O 23+50 FRONT VIEW SIDE VIEW 2 SANITARY SEWER PUMP STATION DETAILS 24+00 24+50 540 535 530 525 520 515 510 505 500 495 490 485 4880 25+040 5 CONTRACTOR SHALL OBTAIN SHOP DRAWINGS FROM VENDOR FOR PUMP ASSEMBLY, GENERATOR, AND CONTROL PANELS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW OF ANY PROPOSED CHANGES AND FINAL APPROVAL OF DRAWINGS PRIOR TO PURCHASE OF PUMP -RELATED EQUIPMENT. (3 WAY) TRALEG MIW MSFA . G DISMAHE£ LINE GRcwm UNE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7HIMP � ic.45183 O ��SSIONAL 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 [ACSA] 2023.01.04 FILE NO. FORCE MAIN PROFILE & SANITARY SEWER PUMP STATION DETAILS C23 Scale: 1 "=5' C23 APPLICATION DATA AND CONSTRUCTION DETAILS Maximum Solid Size 3" Minimum Casing Thickness M,d 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 40" C (104c F) continuous operation, 60" C (140* F) intermittent operation Power Cable -Type (See Motor Information forAWG datalsize.) Type SJTOW: single phase, 1'h and 2 HP Type STOW: single phase, 1'h - 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 Housin, Casing Gray Cast Iron - ASTM A48,Class 30 Impeller - Standard, Optional Grey 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 phase: 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 1%-5 HP single and threephase: ] quarts 7'hHIP threephase: 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 # 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: 104° F (40° C) continuous duty, 140° F (60° C) intermittent duty • Rated for continuous duty when fully submerged • Insulation: Class F • 60 Hertz • Single row ball bearings • 300 Series stainless steel keyed shaft Single Phase: e 1.5 - 5 HP; 208 and 230 volts • Built-in thermal overloads with automatic reset e Built-in capacitors MODEL AND 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. HIP Phase Volts RPM impeller Dia. in. Maximum Amps L.R. Amps KVA Code Power Cable F.L. Motor Efficient % Resistance Wt. (Ibs.) Start Lina-Line WS1518D4M WS1512D4M 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 WS1538134M WS1532D4M W51534D4M WS1537D4M 3 200 11.5 40.9 H 1414 81 NA 1.7 230 10.0 40.0 F 83 2.3 46 5. 20. F 83 9.3 575 4.0 14.4 H 74 14.8 WS1518134 WS1512D4 WS1538D4 W51532D4 W51534D4 1.5 1 208 1710 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 �' 1.7 230 10.0 40.0 F 83 2.3 46 5. F 3 9.3 W51537D4 575 4.0 14.4 H 74 14.8 WS2018D4 W52012D4 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 WS2038D4 WS2032D4 WS2034D4 WS2037D4 3 200 13.3 40.9 H 14/4 81 NA 1.7 23046 11.6 40.0 F 83 2_3 0 5.8 20.0 F 83 9.3 575 4.6 14.4 H 74 14.8 WS3018D4 WS3012D4 WS3038D4 WS3032D4 3 1. 208 1750 7.00 25.5 50.8 B `70/3. 80 1.1 0.9 208 230 21.5' 46.4 �C: 79 1.0 1.0 3 200 16.6 53.8 G 10/4 85 �'205 1.3 230 14.4 49.5 H 11 83 9 1M44 WS3034D4 WS3037D4 460 7.2 24.8 H 83 575 5.8 17.3 G 78 2D4 8D4 5 1 230 1750 7.25 26.5 57.7 A 10/3 80 1.0213 3 200 19.1 73.9 F 10/4 84 NA 210 2D4 63.6 4D4 7D4 !WS7534D4 8.3 1.8 14/4 85 575 6.6 22.8 E 80 2D4 7.5 3 230 1750 7.69 23.0 105.0 G 10/4 83 NA225 460 11.5 52.5 G 83 r784 7D4 575 9.2 42.0 E 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 ofUnits: gpcV unit Total(gpd) Grade School w/ Showers per student / staff 468 16 7,488 F__ I I I I `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: Unit: 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 Ramp (2 Purrps) I Fbrarreter Ressure Rpe Length, (ft) Rpe Dia., (in) Hazen WilliarrsCbeff C 1500 3 120 "Piping from pump basin to discharge point Minor Losses T Kvalues # Fittings Cate Valve 0.19 0 Fluo Valve E/oo 0.86 1 Butterfly Valve 0.4 0 clining 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 s de out 1.8 0 Qoss hrough) 0.6 0 (loss Iside cut 1.8 0 Reduoerllncreaser 0.1 0 Discharcietoar t 1 1 120.00 100.00 80.00 x = 60.00 0 40.00 20.00 System Curve - Head Loss Calculations Flowrate Water Velocity In: Dynamic Losses, It Total Dynamic Head Total Dynamic Head (+20%) gpm cfs Velocity ft/s Minor Losses Pipe Friction Max. Lift fftl Min. Lift Ifftlft Max. Lift 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 3.78 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 7.89 6.09 9.46 0.26 35 0.08 1.59 0.18 7.65 9.83 8.03 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 12.18 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 27.50 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 1.33 48.53 1 51.86 50.86 1 62.23 61.03 100 0.22 4.54 1 1.47 53.36 1 56.83 55.83 1 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 Min active wetwell volume: 1) Mn of 1minute pump rate time 75 gallons 2) 10 minutes pump cycle time ( 3 cycles/hr/pump) 187.5 gallons Dimensions of sloped 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 OutofWetWell 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 les per Day(12 Hours) les per hour (Cycles 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 Scho 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 S Flow (gpm) 0.058 cfs 0.167 cfs 0.42 h r 0.16 hr 0.08 hr 0.24 hr Pump 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 of wet well 498.00 ft of -- TDH - Max. --o-TDH - Min. -&-pumps 5 100 -------- 105 110 115 120 125 130 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 42.00 55 41.50 60 41.00 65 40.63 70 40.25 75 40.13 80 40.00 85 39.50 90 39.00 95 38.75 100 38.50 105 38.25 110 38.00 115 37.75 120 37.50 125 37.00 130 36.50 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U INT 7ic.45183 ��SSIONAL E�� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBM SSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request -ACSA] 2022.09.27 [ACSA] 2023.01.04 FILE NO. 18.020 SANITARY SEWER PUMP STATION CALCULATIONS r�