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HomeMy WebLinkAboutSDP202200048 Plan - Revision 2023-01-06 (4)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 x1nR TOP OF CURB ELEVATION 311.5 TW x1 TOP OF WALL ELEVATION 311.5 BW x >�1- 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 GUY WIRE OHU OHU OVERHEAD UTILITY -UGU -UGU UNDERGROUND UTILITY STORM 0 STORM MANHOLE O O q DROP INLET STORM SEWER ROOF DRAIN SANITARY 0 0 SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W VV 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 existingutilities across the line of the proposed work are not necessarily shown on the plans and where shown are only P P Y P Y 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 Y 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 DtstrOuting 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 OUmversrty MnntessOn Scho01 Fontaine Research Park V mty Presbyterian urch a C' ArnmA5 Cate Q and Cato•laa 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 O � v HIMP a is o.45183 s d s0NAL E t 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. COVER 18.020 C1 SP-2018-11 The Regents School of Charlottesville —Reservoir Road ii. "Future build conditions" will only include the traffic generated by the proposed increase in number RESOLUTION TO APPROVE Special Use Permit Conditions of students over the number of vehicle trips associated with the private school use at a student SP 2018-11 THE REGENTS SCHOOL OF 1. Development of the subject property shall be in general accord with the concept plan entitled "Special enrollment of 280 and the traffic generated by any other operational changes; CHARLOTTESVILLE- RESERVOIR ROAD h. Proposed operational changes which do not conform with and adhere to the conditions listed above Use Permit Concept Plan and Engineering Study for Regents School of Charlottesville" prepared by would require the submittal of an application for a special use permit amendment and approval by the WHEREAS, the Regents School of Charlottesville submitted an application for a special use permit Justin Shimp, P.E. of Shimp Engineering, dated July 16, 2018 and revised August 23, 2019, which Board of Supervisors. includes sheets C 1 — C6 (the "Concept Plan'), attached hereto, as determined by the Director of to construct and operate a private school on Tax Parcels enrollment 0-00-0stud and 0750otenti l future 0, Planningand Zoning Administrator. To be in general accord with the Concept Plan development and 4. The applicant must Ian fund and complete the transportation improvements to Reservoir Road located on Reservoir Road with an initial nTaxinnnn enrollment of 280 students, and potential future g gP pP P ' P P P maximum enrollment of 468 students and the application is identified as SP20180001 1 The Regents School use shall reflect the following major elements within the development essential to the design of the shown on the special use pewit application materials titled "Reservoir Road Survey for Regents of Charlottesville — Reservoir Road ("SP 2018-1 1 "); and development, as shown on the Concept Plan: School," prepared by Justin M. Shimp, P.E. of Shimp Engineering, dated July 1, 2019, prior to the a. the location of the "School Facilities Area," "School Recreation Area," and other major school issuance of a Certificate of Occupancy. The proposed improvements are subject to review and WHEREAS, on September 3, 2019, after a duly noticed public hearing, the Albemarle County improvements within the 13.12-acre area designated "School Campus Site" on Sheet C3; approval by VDOT, the County Engineer, and other applicable Site Review Committee members, and Planning Commission recommended approval of SP 2018-11 with staff -recommended conditions, as well as b. the location of the "Lighted Ball Field" within the "School Recreation Area" on Sheet C3; are subject to required County approvals of Road Pans, a Water Protection Ordinance Plan, and all minor technical revisions and clarifications to Condition #2 (now Condition #3) regarding potential future e. the location and configuration of 5.99-acre area designated "Undeveloped Residue" on Sheet C3; other applicable permitting requirements. increase(s) to student enrollment in excess of 280 students up to a maximum of 468 students and/or a school d. the land use chart on Sheets C4 and C5 specifying "Prohibited Uses" and "Permitted Uses" for 5. If the use, structure or activity authorized by this special use permit does not commence within a period start time later than 7:45 a.m.; and each different Land Use area; of five years after the date of approval, the special use permit shall be deemed abandoned and the Minor modifications to the plan which do not conflict with the elements above may be made to ensure authority granted hereunder shall terminate. For the purposes of this condition, the term "commence" WHEREAS, on September 18, 2019, the Albemarle County Board of Supervisors held a duly compliance with the Zoning Ordinance, means starting the lawful physical construction of any structure shown on the Conceptual Plan noticed public hearing on SP 2018-1 1. referenced in Condition 1 above, and this construction shall commence by September 18, 2024. 2. Except as otherwise provided herein, initial student enrollment shall be limited to 280 students, and the start NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff time of the school shall be no later titan 7:45 A.M. report prepared for SP 2018-1 1 and all of its attachments, the information presented at the public hearing, any written comments received, and the factors relevant to a special use permit in Albemarle County Code 3. Notwithstanding Condition 2, student enrollment may exceed 280 students up to a maximum of 468 students §§ 18-1.4, 18-1.5, 18-13.1, 18-13.2.2.5, 18-30.7.1, 18-33.39, and 18-33.40, the Albemarle County Board of and/or the start time may be shifted to a time later than 7:45 A.M. (together, "operational changes"), if at the Supervisors hereby approves SP 2018-1 1, subject to the conditions attached hereto. Ij 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: 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a a. The proposed operational changes would not result in any movements with a delay greater than 50 Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, seconds; and b. The proposed operational changes would not result in any movements with a delay greater than 35 as recorded below, at a meeting held on September 18, 2019. seconds, unless it will have a delay greater than 35 seconds in the future no -build, provided that if the future no -build shows a delay greater than 35 seconds the future build cannot increase by more than 10 seconds; and c. Tito proposed operational changes would not result in any movements increasing by more than 15 ALL �f seconds between the future build and no build conditions; and Clerk, Board of County upprvi ors 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 Ave Nay Mr. Dill Y segments. Mr. Gallaway Y For the purposes of this Condition: Ms. Mallek Y_ e. The Traffic Impact Assessment (TIA) dated October 12, 2018 and associated supplemental TIA's Ms. McKeel Y submitted with SP201800011 may be used for baseline traffic data until August 2021. If any request for Ms. Palmer Y any such proposed operational change(s) is made any time after August 2021, a new TIA and traffic Mr. Randol ItY p—, counts will be required to establish a new baseline. f. The scope of any such new TIA and traffic counts prepared in conjunction with a formal request for any such proposed operational change(s) must be determined in consultation with the Director of Community Development's designee(s), and must include the following intersections: the southbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; the northbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; and the intersection of Fontaine Avenue Extended and Reservoir Road. g. 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 SHIMP ENGINEERING2 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 OF CHARLOTTESVILLE — RESERVOIR ROAD Special Exception Conditions WHEREAS, the Applicant filed a request in conjunction with SP 2018-1 1 for a special exception to -- modify the maximum allowable height of the light poles as required in County Code § 18-13.3 to be 1. The maximum permissible height of the poles supporting outdoor luminaries at The Regents School increased from 35 feet to 70 feet for a proposed lighted ball field at the proposed school. of Charlottesville's athletic field is 70 feet. 2. Outdoor lighting of The Regents School of Charlottesville's athletic field shall not continue past 10:00+ "f'C NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff p.m. r report prepared in conjunction with the application and the attachments thereto, including staffs supporting U BEylp Y eis o. 45183 analysis, and all of the factors relevant to the special exceptions in Albemarle County Code §§ 18-4.17.5, 18-33.43, and 18-33.49, the Albemarle County Board of Superviso rs hereby approves the /4 special exception as set forth above, subject to the conditions attached hereto: * * * ��SSIONAL BAG 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zoo, as recorded below, at a meeting held on September 18, 2019. MAJOR SITE PLAN AMENDMENT Clerk, Board of County Super rs REGENTS Aye Nav SCHOOL Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y ALBEMARLE COUNTY, VIRGINIA Mr. Randolph Y SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request - AGSA] 2022.09.27 [AcsA] 2023.01.04 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 (v �, 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 — — — — — — — i School Recreation Area Primary school buildings and associated Ballfields, outdoor recreation, and associated uses, parking and travel ways associated facilities such as bleachers, dugouts, storage sheds, L-------J with parking spaces concession stands, lighting, etc. r — — — — — — — I A School Buffer Area Parking and travel ways associated with Si na e, grading, retaining walls, landscaping, utilities, L-------J 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-------J underlying by —right zoning uses ♦ ♦ School Use Boundary Limits of disturbance for school use Limits of disturbance for school use .♦♦♦ other than for those uses permitted in other than for those uses permitted in ��► the academic woods area (see above) the academic woods area (see above) and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be the portion of the academic woods area that is outside of stream buffers and preserved um number of sites for primitive buildings or primitive structures or similar outdoor five (5). The maximum disturbance area of any individual primitive building or primitive r outdoor amenity shall be 500 square feet. The maximum aggregate disturbance area for ive buildings or primitive structures or outdoor amenities shall be 2,500 square feet. primitive structures, and similar outdoor amenities are intended to serve as an accessory and are not intended for use on a daily basis. ection shall be provided from the site to TMP 76-17. The design and location of the loll be finalized during the site plan process. Right —of —Way reservation area shall be reserved for future dedication upon demand by the le or the Virginia Department of Transportation. 7 of the school campus site, as shown on sheet C5, shall be delineated as open space. i oorz SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U '' II HI1VT � tc11�( o. 45 83 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 SP APPLICATION PLAN & CONDITIONS LINE HEARING 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°21 '41 " E 47.27' L8 S 61 ° 1941 " E 81.07' L9 S 67'04'41 " E 88.45' L 10 S 75°20'41 " E 95.00' L 1 1 S 89°35"41 " E 1 1 7.73' L12 N 78*05'19'" E 81.47' L13 N 04°14'15" W 15.97' L 14 N 46° 16'47" E 51.35' L 15 N 51'5656" E 50.34' L 16 N 75°51 '56" E 54.88' L17 N 75'17'77" E 55.65' L 18 N 69°3427" E 66.39' 'N �•� \� v vAa �� - O O I 1 I 1 I 1 1 1 I I I I 1 1 N/F CECIL JOHNSON N/F D.B. 936, PC, 722 1 UNIVERSITY OF VIRGI NIA FOUNDATION TM 76-14 1 D.B. 4170, PG, 689 ZGNE: R1 RESIDENTIAL � Ve. S : SING FAMILY RESIDENTIAL TM 76-13H _ _� ' ,� 1 ZONE: R1 RESIDENTIAL ems. '--'` a,,,,\�^•�w,— ` USE: SINGLE FAMILY RESIDENTIAL RE` .0 ___� 6LBEMARLE _N, CS , \--�----- - ' _ COUNTY PER INS7 IN NE` \ \ \ ` 1 I \ 1 \ - _� 220 247 \ \ \ - - # 20 0003 vv vv v �q 1 vv II I i N � 02 4� F p�14.31 5' ACSA ACCESS EASEMENT S, \ C3 y ` v 1 II III TO BE RELOCATED \ �R �� 5 l l NJST# 2A-229000324�. li I 61 INil(II 1 PORTION OF V.W. A ` vI � II ACSA EASEMENT TO A v`_�`� vA \\ vv �s. �`�'��R9 w a — HZTiON,� I WW.I ACS ;� BE VACATED ORTION, 0� M€Pk O 6� TIED, ; INST# 202200003247 EASEMtNT� B p .\ RELOCATE \ \ N \ \ \T--r—PORTION OF V.W. ¢d.` EASEMENT TO ff'-VA C? =_ --- �38�0 AC Eq — — �j \ 0C9 1N�S# 2020004b 47 ';-- ',-` y, �E`A Eafi C# ` s. lLA l`— \ 1 / 247 �UWS-S ''QOL F EH / STFEf LOPES, MAIV-kGED\— -� ;< - ``\�� •� �+�\C'L V ,v A , ARL,O"fTESVILZE�NC _ _i \ , ' 57 \PFN I NN------ —�Jr„��_v�v�\.���V I f �`----`- /./cP1"� �al� '_ _ __. A — ---- i v`. �,� -SOB- —sc� <,&�_ A k, �l / 'o ----' \ _ \ \----------- \, \ , , j. ------ - / /. / / y,l , I I / I �, �V,� — __ i\ � ♦ \ ` `, `•_''\ \ -•\ �_ ____ --D�-'DIY 6 /'' �/ _ �48@�\ i I / �/�' i �—i�— _ ' �j�r l li /I I I � I \ `� 6L\ ` O \ -490'' __'ter TSB' ------------ _--''�-',��_ - j l / /'i // .' / /�i / v 'v \ 1 ���_-' ------ v v15l" PO�h'ATE - � - `��, \ v -478- ,_ - / /, /�� / gti� / \ `, , 1 _ A IIaAR SE --" �j-- K \ \ ' .—�� —�//'/\_ _ _�\ I I l I l I `� \ `` \—t I \` \ \\`e��\___ !/ �-U\PG �6 J9-1��\ �C�_,\�\\ \ \\ \\ o \ Ft r o \ — — {,�-i 0. _%,-� /i' \, �� 1'''1'\vv'vllv�vvvvlvl �v Ivvvv Iv�1 �_�---��' / ,/ \• ,, \ \ \� \ \.\ \ \ 80 0 80 160 240 - -- -' ;1 k\\\ `v \ I Graphic SCale: 1 N. A � �� - \ `�,� A .� ,` I I' I I TRINITY PRESBYTERIANv CHURCH D.B. 7//30, PG. 45 ' � �TM 76-17C ,/ i / SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o � v HIMP a 4co. 51 83 ��`SS10NAL ECG 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 e � / p � p °0, p << s p \ <4 � v < ® it ee 0 hI ! ! i 1, \\ ®O ! \ ® LIMITS OF MAJOR SITE PLAN AMENDMENT e e o0 ,P„ <�5 e o \ ONU MU- 4�k ® av—axu— 1 — —� —W W mm�� ES ST �2fl®Ro3��2 \\ §<°'��®'�®..O AREA DEDICATED TMARLE COUNTY PER INST -� I iO�T mmmo — � --. _ 202'2g0003247 O� �Lroo p � o o w e Sao v um ® < --...---- SCHOOL BUFFER AREA FUTURE RWSA WATERLINE &EASEMENT F ��@• am �oee: 000e ego _ BUFFER AREA ®9 s X O \ Eft � SCHOOL � W - Eft Y ®® O 0I ;< ACCESSAD SCHOOL Y� Y 0 / ❑ '< o" EASEMENT FACILITIES 0 01 AREA �xeA ♦S 1 ❑� \ % crMNasmM 0 Q •8 ® \ `O 4 °ol YD ACADEMIC WOODS AREA / ❑ 11zSHIMP a olL ENGINEERING _ ❑r LAND PLANNING -PROJECT MANAGEMENT EXISTING �1% ti au e 0 �. \ R ♦ 0 M ❑ M A � � �' ..� � d 912 E. HIGH ST. 434.227.5140 ® �j ; \ Ca ❑ 1- ^ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINOCOM \ 4c BUILDING C \L — — — — — — — —— \ vvvvvev veer ,1r�Y v: ♦< •. ~BUILDINGH ' F La. � •r ; R WDp _____ _-_ _ 2 cusSRooM , P , O, ",r �ytiP <, , ' CLASSROOM BUILDING 12 ^ FLOG J v i BUILDING B CLASSROOM Z ASSEMBLY HALL !O �' BUILDNC A O� A" 1 e CLASSROOM �� AD BUILDING �% �' REHALL GENTS UILDING ®e BLDG D4 i ' CLASSROOM2 I ®,, O H1 e ® �\ a CLASSROOM CLASSRDOU 45183 _ — eulLDwe D, ®®® .d 1 wQ' \ yy ® _ _ _ _ A ® OA i r CLASSROOM1I % oa^ c°B s',A CLAS sRooM fV 6 SIGNAL E CG O"000l upUp® C7`z�!< CLASSROOM D� CE B VV ® , ♦® y y <;!<; ?r.. BUILDING DO 0 ®®O < 5 � � ® O �® O -C•��� CLASSROOM Y, ®® ! MAJOR SITE PLAN AMENDMENT Y GG4NY %�ts v' ♦ .< < <�. YYC/' `� REGENTS �dee uMITsaF ��,0`��`� emmmeee OSIURBANCEARES<4�1SCHOOL SC &!PEER AREq evae� 9.56 ACRES ACADEMIC MOWS AREA A ♦ U _ o„» �'^vpQb �Urp�®®® % 0 NEW TREELINE®®® ALBEMARLE COUNTY, VIRGINIA SUBMISSION: ® D 2022.06.28 REVISION: -/0-0 �® 2022.09.07 [CentralSystemsRequest -ACSAI ,f ®® 2022.09.27 [AcsAl Y YY f , mm <<< 2023.01.04 Y Y t" ®®o << FILE NO. �00 " o �� 18.020 � Q Q o ®® s ®ws <<.v SITE PLAN OVERVIEW 50F; 0 50 100 ;< `raphic Scale: 1 "=50' g A C 5 �' 0 .0 •0 GraphicScale: CHUB CHU OHUOHUOHU OHU \ 0 ' SHIMP SCHOOL BUFFER AREA D ENGINEERING \ O N ■ ///��� LAND PLANNING - PROJECT MANAGEMENT -77 111TZ 912 E. HIGH ST. 434.227.5140 �; + ■ Im CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r l y�i��i'����/�; �Yyy''4j�yY�\'\y ' ■ I 00 Ps Y3 v w w o �� ■ I U / ■ ACADEMIC HIMP YWOODS AREA / / / ■ I IC o. 45183 \ / / IN 330'x198' FIELD ■ I �0�, �1F' (110YDx66YD) NA ■ \\ `� Sc` V ♦191j '`qR�� ; MAJOR SITE PLAN AMENDMENT A ` ++ REGENTS +� d SCHOOL ■ i B Ic ALBEMARLE COUNTY, VIRGINIA 5.48 ACRE y ■ 21R SUBMISSION: `SWM FOREST & ��� ■ T OPEN SPACE EASEMENT ■ 2022.06.28 \ T INTDB 5658 PQ 269 ■� ""` REVISION: \\ 28 12 'P ° ` ,, .,: 2022.09.07 ]Central Systems Request -ACSA] \\ �+ 1448 SIF o 2022.09.27 ]AcsA] BLDG J ° Q' 2023.01.04 �po NDoo .ASSEMBLY HALL r0 ` �^ OQ \ 90'x6O' WARM-UP FIELD ° 00 o O� o �� \ \\ �� a` (30 YD x 20 YD) BLDG D4 �� ..°\ .� 0 SSRoOM oJ�� V r cY 4 sF FILE NO. ♦� oc o5 a go(30 �c�oc �'b o �. ��SSR 18.020 SITE PLAN C6 � /E J DINH -15, PG. 7 7561 A RESIDENTIAL aULY RESIDENTIAL 98' FIELD x 66 YD) i > 30" - ■ Ir Im 'I 'I 'I •I )-Z ■� �X ■I D 'I ■ 'I ■ 'I ■ I 'I ■ 'L— ■ ■ ■ HA ■ ■ 0 9 RISERS ■ ■ 9 RISER ■ ■ ■9 RISER ■ ■ ■ ■ ■ WATERLINE & 000 /� SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U imp rico. 45183 o ��`ss'lONAL E�� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [CentralSystemsRequest -ACSA] 2022.09.27 [ACSA] 2023.01.04 FILE NO. SITE PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 "=30' C7 30 0 30 60 90 Graphic Scale: 1 "=30' I If I I I \ 0HU I— 0HU I OHU — OHU —\ OHU \ OHU — OHU aNU OH OH r y \ p euI \ \ \ \ \AREA iA°° \\ \v \\ \V A Av \\ \ bI� 0 I I\ V v 98 \ V A \ V I■ I 0 0 0� I II v v I A \ I I 1■ I I , WOODS AREA 0 330'x1 8' FIELD /\ DI 7 1 (110 Y x66 �:D�- / / \ — ` \ \ / r \ 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 U HIMP 7ic.45183 Ilk� 23 �4 ��`rs'IONAL E� WALLS \ i j6 % : j. ` MAJOR SITE PLAN AMENDMENT — �� V A �RPq �� I vMAX 8' EIGHT I �� � �� �� v�� <16 REGENTS v �. �� �' ALL �/ 13T SCHOOLw/ 98a�o■ 04 �s / WwaWALL E1 I I _ y y 11VBW 84 / / / / — — _ ._ /� / MAX 3HELGHT ZFE 1"w 831 / / / / I / / / WALL F / - � 1 %. / LC ALBEMARLE COUNTY, VIRGINIA _ _ I BW 7$ / / MAX 10' IGHT -7 w : 2 x R v ,. 5.`46 ACRE e DI— / / / /E Ws . 21 SUBMISSION: _ �� A0G v - SWM FOREST .'�� / 7 T \ OPEN SPACE 5�ASEMENT / / / / Q •e - I 2022.06.28 \ v D,B 5658 PG 269 / / / w. 4.. a ,� REVISION: 0 l a l—_ 9 28 \\ B. 'I ,az 72", AIN.W� 97 � 2022.09.07[Central Systems Request -ACSA] a \ w. � DES ANC `1¢afi F ws o RA�t 2022.09.271ACSAI \ T I I l \ oro �vrn BLb62023.01.04 . \ �. �v12 � — — — — )/ — — Ew — �Wo .-ASSEMBLY FFALL T - o JI �aa_ \FFE 508 90'x60' WARM-UP FIELD �� I oom (30 YD x 2 _Y-Dj— BL G D4 <� s \ i \ F I � A A V�T Fo� v v � i 6°-s I U A A V A V v-WAL — GP 50 / — J w — FE /� F \ \ FILE NO. 5 \ E \ — E w s 96 TW 96.5 _ 7 v A V 0 �c A �w s3 \ sR a s eQG 0M A v _ 500 18.020 _ — — vV 2 V A 6 00 00la �Jv v `� A v \ CS���OOONE 0- _ / \ \ \SSR 06 _ \ SpOpN j� /MHW� / `� 6., P GRADING &UTILITY PLAN PV COOR6�JATE DOWNSPOUTS DVITH APCH.PLA A� \\ \ \ �O" I—\Hul foHu\ Q I \oHu _ \ onu — OHU — OHU \ �- NU \ \ \ \ 0\ \ \�OHU—tOHU—bHUU—� 58R —7- \ \\ \ w _—W —W \ \ \ \eurrER\AREA \ \ I \ \ \ — 03' / — — — — — 602 \ �\ \ \ — \ FUTURE RWSA WATERLINE &EASEMENT n \ \ X \ \ \ v \ V A 1 I \\ I 0 SUFFER I b1 7 GYM _ \ \ \\ \\ \\\ \\ \ \\ \ 0■ \ II MAX'2' HEIGHT \ \\ \ A \ \ \ ■ V A I A V A A ` v vv v\ ` \ \ \ \ \ 0I \ I I I — \24 �� °R� \\\\\ \ \ \ \ I I ■ I I I — ` \ FSSam \ ''fl0 \ \ \ \ I \ I I I AREA -98 20 // l \ `\ \ \ A I I■ I I I I / V v v v� v\ \4s I \ II I II I II I �I I IllN eFE501�7 / I � � is°° / / I I 1 I I i II I I I °: L D1-7 22 23 5S, _ _ — ems \ \ \ \ s \\ \\ \ I I I I i I II I I I /� 1 8° — — \mac \� �' \\ \ \ - D-7 W �41 M -�o WAILL E �\ I 1fi°'.a. .''.$ ...: I'x�8 'G o Is - DP "IV \ \MAX 8' EIGHT ) I x16 0, °'9 I q I a I m \_ _ ❑ ❑ \ \ \ \ \ \ \�� \ \\ \ \ - - J 3 i 16°°I I 17,°"I 9 b al RPZ ❑ ❑ ❑ \ 40 oo, x- / 1 I,. (PRIVATE) \ \ \ `5 T— )8 / J \ x a e �"' e • • I EW \ \� 13 / / / — Ox4 .� I 17'0 •. A\ ., - — N A / TAININ� A� MAX EIGH TV �i / WALL E1 ■ 13 I 9BEN 4 6" G GEOFABRIC T BE OCATED MAX 3 ELGH? i FE 517.16 mIEiw FDc y�;.. x� W W W W W6 + W W W 2p W W W b' END - - OF ACSA EASEMEN 'BUILDING \ \ \ / \ U! 20+00 78� 19+00 18+00 \ � �\�� WALL F ■ 1 / LOCKER/ \ f 7 x4 TEE -6 RED. - / MAX 10' IGHT 1-7 12 s. ROOM 6" NYL PLAST \ NOT-M Y7CEE-- TEE /y - ` \ \ w�"�""� iy \ \ _ I-8'-O NE W ACSA WATERLINE N x� 7l ': 5� SL AT CG-12 \ \ \ T0'-OF NEW ACSA WATERLINE / I /E �9 / I .� YARDIN �� - L \ O '. fa.7 `RAMP1 cr4 REGENTS b _ \ b ! \ W _ n � Q \ 9 \ ,r .<• a. a a. • a BUILDIN H \ I '.1 / - - _ �, r \ �.\^ - 1_ r� - __ W VIP / ^ .. LASSROOM°.Rpm y _• / _ .. - Q- \ v RATE 1. DRAIN -� - \ g- <+ - - / / / ° / / - - \ 8 c� \•';,• m 512.5 10 fb BWT4 \ \ - �•�;,�b Q \ 14 \ \ w CLASSloo BUILDIN 12 \ \ �Il \ om -hy Q BLD6, .', _ �, ,� \ °q--� - . '.•.18." --BtJfL.DWG B / PFE 51�-5 LAS�ROOM \ \ \ a 52p EW �N SSEMBLY FhALL o- ! D ��BUILDNG-t / / F C \ \ T�-'\ \ 6 DR .--- .y.• ADMjNISTRATIVE �h �''AI REGENTS / ;��`.0/ / O of u,- \FFE 508 F •F . CLASSROONti- \ / q ... - - - HALL i�..o BUI IN �2 oo \ c^ .. FFE 512.5 �,.. BUILDING / �,p -ate / o00 O` 9 ! , \ FFE .5 I FFE 518. j ` c� CLA>SR M oo i .a A Y 3 DRAT � - \ ��.:. '� -- 1 `\ - _ •� �. / a ' ,6FE 518.5 - g �� � - / �\° , WA 11 x 17 00 / x i / 1-2' A - 00, SSR006 S .- N , CLASSROOM \. ADC EIGHT .5'- x S / 10\ �- \OOM F o i. \ \ \ \ _/ I — an — S / g / �E 516.5 i 02 4 0E O\ / \ \ \ \ \ \ \. �� Al \ \ — \ — — — J _ ---W� - wS ---Ws WS —� g06 v OAA�'� �NEW� AV — 1 — v / FE@" 516.5 L� SROOIvl� _ _ MH ` \-7 5-052FOG\ S5 -BUfL-0 C-CASROOM EV O 6"PV 7 ELEVATED ON PVV6�-�- y�—' —'\ xBUILDING Rb OUNDATIONS oM/ COOR9JA510 554 ek, v� � �� TS ICLASSROOM DOWNSPOU ARCH. PLANS cn FFE 516.5 \F>� Cv1 60" DIAME PUMA ST�T / - - V �ITAP- ' v \ \ V A V v / ,NEW � .02 /� �-�.--� / / /^ \ � \ � �500 z \ / IE GRADE TO + 4'1_rt-a�� C7W \ � � \ _ ✓ �� � � scHo L�BUFFEx ,v+E� �� \/ I \ \ \ ` � — 00, 7 A490000 --- — / — / / 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 U A7ic HIMP .45183 � 10 w rsIONAL ECG MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request -ACSA] 2022.09.27 [AcsAl 2023.01.04 FILE NO. GRADING & UTILITY PLAN 30 0 30 60 90 Graphic Scale: 1 "=30' N1 53 A2 53 52 52 51 51 50 53 A3 A3a 535 530 m M I a 52%, 3 520 51 51� N r C 0 530 525 520 515 pp 55- 0 51 $0 z 10+505 STORM PROFILE A3—A3a C10 HORZ: 1"=30' VERT: i"=10' \�M- Z\� flbmm M WIN a• a ee'. = A2a BO B1 B2 50 500 495 490 485 480 475 470 465 460 4 B3 N rmr. O M r u O I' n GRADE o a �PRO z oU) � Fn woV) z r (n �n M � o -+ �n 3a m CONi -zrtn N r Z Z — — z o - �z - o n Z_ 8. L - 15" HDPE -M O - 00 c_ z 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. m U - '0o r 0 O a i ,n - r z�n 515.87 �� u') n LID o r z 10+50 11+00 11+50 Z 4 STORM SEWER PROFILE A2—A2a C10 HORZ: 1"=30' VERT: 1 "=10' 535 530 525 520 515 55110 50 12+5 O 51 A 510 505 500 495 490 485 480 47 1/+UU 1Z+OU 505 500 495 490 485 480 475 470 465 4660 13+040 5 535 Al A2 530 525 520 515 510 505 500 4 4 I I M O O I I I 0 Iz SEPARATION15 H DPEN --� 7 / a ! ' z o 64_41.t - 1-5 i6P `r-4.23 do . o - @-292% z_- 10+00 10+50 11+00 3 STORM SEWER PROFILE Al —A5 C10 HORZ: 1"=30' VERT: 1"=10' Pal 535 530 525 520 515 510 505 500 11+50 12+00 12+54095 0 rrnl on U r O Z r r z - o J' as 0 - " — - � rn 88-01k5"-HDPE-2L . n --IF -„ rn 59:3-LF-- -5••- HOPE -@- T-1 1-:697 -(gr-")07- a� a o> Z Z d O cc — r- 6 z z I- 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 54090 4 6 STORM PROFILE C1—C2 C10 HORZ: 1"=30' VERT: 1"=10' 12+00 S3 12+50 13+00 13+50 14+00 Wi ZOO ,p N N \� ~ - —�N _ -@'9 to-n IUD- N� o _ " S4)R-35 ra n.89% -------- - `� n o= 17k53 LF - SDR-35 @ 2.S% — Zr�. Q rn ----- o - 120.64 LF -_ i z o> z 1D+00 10+50 11+00 11+50 SANITARY SEWER PROFILE S1—S4 C10 HORZ: 1"=30' VERT: 1 "=10' 12+00 12+50 13+00 13+50 NOTE: Min. of 5' vertical separation between sanitary pipe and drainge ditch crossings (typ.) 14+00 14+50 15+00 510 505 500 495 490 485 480 475 470 4 5 15+s0 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@9HIMP-ENGINEERING.COM U HIMP 7ic.45183 2.2 �4 ��`rs'IONAL E� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.0 A REVISION: 2022.09.07 [Central Systems Request-ACSA] 2022.09.27 [AcsAl 2023.01.04 FILE NO. UTILITY PROFILES C10 ' MATCH LINE M U � W - S � � r � W 17r0 Z 17+50 wc0 w7 Ih. + I� Q N (n w w 18+00 18+50 19+00 19+50 20+00 O+Z d' N W U)000 N W m Q, + HO z (n W O W N 0] H: �h Ul N Q Q HS Nw c0 1 WATER MAIN PROFILE C11 HORZ: 1"=30' VERT: 1 "=10' �"INS -O_ 42I CAP 0NCT W X. 4 AI THE EAST & ABANDON 8 CE — /5„ CAP I\— — — — — — — I i / 5° BENDS_ W w ' 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 G • • 20 -• 80 Graphic• CUT & CAP EX. 6" LINE UPON COMPLETION & TESTING OF NEW 8" LINE 8 GV 1 + �W W \ W I NE _ _ +V ON EX. 8" LWE\ x TEE �� — _ \ w\ ✓ EP 12+00 ON — — — — W LA EX. WA LNE T w 1� W I TRH FRLIN�I / — \ \ \ \ 10' OF CLEARED PAR L INSVTAL� / �0 w —� — T� ROOTE 702 RESERV IR INHI N� - -- _ W W W 6 TS&V ROAD ° ROW WrR'LE - ---- NEW SVC W o _ \ �! \ \ _ _ / / �_� / _ CONNE�7N ✓4' GV GV / / \ \ 0° BEND X. � 1�. FHA TB 4 E APPROXIMATE L W \ x W — U HIMP is o.45183 ��� 2.2 �4 o � 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 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 48(Y+50 30' PRESCRIPTIVE RIGHT—OF—WAY ROAD (TYP) _ W \ \ W �W \ W W � W _ � 1 77 ` _- SIGHT DISTANCE (35 MPH) SDI: 390' %31V1 I I LJ1%7ILLF I L_/\1 IIUI I SIGHT DISTANCE (35 MPH) SDR: 3907 • • 30 •• •• Graphicmossommossoov • - • 10 rn o rn o 0 10 N W U Obi mN OD7 �� Qi if] NUS + - ± + + `� `� `" PVI STA. 17+82.00 > > > > > > PVI ELEV. 547.52 > Nw �w Nw 135.00VC Mw v w va~iw va~iw 155.48SD N LL' U U 17.87K-Val r o- o- PVI STA. 1 2+57.00 0- °- a- a PVI STA. 1 5+65.1 9 0_ a a o- o- a PVI STA. 17+73.86 a �' DWI M M/ FA7 7n 74V _OOV B 1 D6_3,3_SD_ - 8k=idol . --Val Rr!ST Ali _ -- --- CREST ELEV. I _4CZ65_ - ---- --- __ — CREST-ELEV.545.92- ROP. GRADE EX -6RAOE - v 0 N N � N N + •e dam _ n _ ao- m 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 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT Ao� 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U IND 7ic.45183 2.2 �4 ��`rs'IONAL 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 F HORIZONTAL CURVE #7 R=1636' HORIZONTAL CURVE #9 R=1 156' I L J I 42— 40- /--------- —38 -- 0 7+ +0225 P O` �7`+00 21+00 22:00 — — — -- — — - - J -- `1 2 - x 24 00 24+50 25 00\ 26+00 \ - _ z— 20+00 \ \ — ` \ ------23 + 0 0 PI I ROUTE 702 RE RV IR ROAD 30' ROW — — — — _-> 25 5 PI 40� ! \ \ VDOT RIGHT WAY \—W W W 5�W - ✓/ fl / - W �� VDOT RIGHT OF W NEW TREELINEo — _�- - - \ HORIZONTAL - - AW W w CURVE #8 _ \ _ _ -_ ------ �- HORIZONTAL - v \ g \ \ \ \ / / / / ,---t-- -- _w / '- -�- - CURVI= #10 — — — — — — / \ -�530/ 17+50 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT O N lO Lo O o O O O co o N O O N O M o f r N 912 E. HIGH ST. 434.227.5140 Cn� DO U LN Nn N,.� r-i DO N m 0,6 o M + N `+ o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM +� +� +M +M +r'1 +r� PVI STA. 1 7+82.00 DO `n M N o ELEV.54 PVI ELEV. 547.52 w w > ' > 0 1 d w d a w d w d w d w Q wx w ¢ w w o i.-, N� 155.48SD 0 V)w 17.67K—val 15 55 » N' S5 » �5 »> PVI STA. 17+73.86 as as ad tO CO ad as as v� aOa O- PVI STA. 25+10.00 as N PVI STA. 20+00.00 +n PVI STA. 21+47.00 PV_I_ELEV. 547.70 PVI ELEV. 534.70 4'n PVI ELEV. 540.50 wv�i PVI ELEV. 526.90 w A 9.52VVC 1sn nvr an nn it 1 6.33SD 105�'°�^ �;� 120 �8 1QQanen CAU 2 DOK-Vag 30jp o�ii v w 1(33.�VPVuI 9 99K Vel s s 18+00 18+50 PVI STA. 21+56.01 PVI E EV. 539.10 7.15VC 4 U HIMP 7ic.45183 2.2 �4 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 FILE NO. M 18.020 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 ROAD PLAN C13 3.5FT HEIGHT OF C t_ r_ ,• 10+00 10+50 flLi,„ 1 SIGHT DISTANCE RIGHT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 11+W 12+W 12+50 13+00 13+50 �8€3T 550 545 540 535 530 525 5520 14+W5 HORIZONTAL CURVE #11 _R=933' HORIZONTAL CURVE #9 R=1156' �i 60 �I 0 62 v ROUTE 7 RESERV R ROA 30 R0� 6$ 29+ 9 30+ HORI�ONT�L --- 77 IQURV�\ # 1 =34?) P I � I � SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT '? N 912 E. HIGH ST. 434.227.5140 +N + o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM N 3.5FT O oNN HEIGHT OF va~iw 0�rn EYE + 5 5 c+o � o 1111 N y7� tG7 �1C��l�lNil•� Ei! �\�19 �����1 - �)MIiG� r_ r_ ro+5u 11+W 2 SIGHT DISTANCE LEFT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 12+uo 12+5u 13+uu 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 .1 TW 545 is o.45183 wr O 540 ��`rSIONAL 'r�G 535 530 MAJOR SITE PLAN AMENDMENT 525 REGENTS 520 SCHOOL 515 ALBEMARLE COUNTY, VIRGINIA 510 SUBMISSION: 2022.06.28 505 REVISION: 2022.09.07 [CentralSystemsRequest -ACSA] 500 2022.09.27 ]AcsA] 2023.01.04 495 =4 485 30+540 O FILE NO. ROAD PLAN 18.020 LANDSCAPE SCHEDULE Total Plant Planting Type Botanical Name Common Name Min. Quantity Height Canopy SF Total Symbol Cal./Height (ft) in Canopy SF 10 Yrs Large Deciduous Tree Fagus grandifolia American Beech 17"-1d" 21 20 227 4767 ® Large Deciduous Tree Querus bicolor Swamp White Oak 27" 9 31 299 2691 .. "Green Mountain / y Large Deciduous Tree Tilio tomentoso "212" 10 25 276 2760 .�J "Green Mountain" Silver Linden f` Cryptomeria japonica j4 f Screening Evergreen Cryptomeria Yoshino 4'-5' Ht. 44 25 123 5412 "Yoshino" / 0 Ornamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 OOrnamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 / I Ornamental Tree Prunus subhirtello Weeping Cherry 6-7' Ht. 10 15 77 770 / / I Pendula Rosa' / / I Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 / I Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 57 6 23 1311 \ 1 / I I ® rub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 Broadleaved Evergreen Sh divaricatus \ Low Maintenance Ground Cover Wildflower Seed Mix \ \ \\ \ \ SitEENIRG\B F / i I _\\ _ ` " \ \ \ \ \— \. TOTAL SITE CANOPY 22719 ON\\\\ \\ 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. � \ \ \ \ + p. + � �; gyp• e _ — � _ _� i \ I \ b \ \ I G I WALL MAX'2' HEIGHT r: Sri v ELocATED z4 A Av �- S ACCESSA V �� -EASEMENT 98 / LC0.1.,/4 / I I' I it , 'I / I \ \ \ V `\ \ I I I l I' / I GYMNASIUM MAINTENA C / OVER ALL § % ES R 1 0 I �' / / / / / i A / I I b I q II II A I �; _ - - __ •`�,. �.,.:w. E GROUND / / \ N STEEP EXISTING TREELI ---------� ---- 1 ` / 1 III � / / / i / WALL E �� `• VA V A V 'I' - / / / / / i / MAX 8 HEIGHT i' \ / / / � I' s '.. I Y T} Y } Y T} u Y T} Y '} �• Tt � .z 'I I � \\ \\ \ � \ \ WALLIN 98 BW \\\ �.. A A B T89 / l / l I----'�i �� // WALL El l :•� / i ) "�'D\ \ Bq 84 MAX 3�HEIGbYr $ W W W W —W W W W W —W —W —W --\\ \T\ \ \ \ `\ �,- \ \ / WAL 83 / ///I // i ' �// /� r LOCKER/ TW'. _ �\ V v �V • I V / /BW 7$ / / / / / MAXW10jHEIGHT ROOM R�:- / / w GENT Y : <, L — �, \ �' 1:. •, , ' RE S � PL A\ \ @r• :'�' ' % .r.' •✓ . — _may i ✓`1 w TIN 2BL / R \ 8 o \ '[ •� \ \ \ / C SSROOAy BUILDINQ 12 ' �W'T4 \ \ \ — . f i N \-ASVSEMABL\Y\ —BRt1E1LGDIEN�G j (CBLUAIBDINT'62DMS�� VE -CvL— IJALL -Pn SRD M — - C(zAS�R✓00rM '�.g•.. " —\ — _\ \ v V \v \ V \ F �/ � P "' •. s„ `— � AK EIGHT 3.5` � �� -Op_ CLASSROOM- \�WA�IvP GGA �� Gv�— - h \ v l\ ^ V �V Avv /— awLVNc�D.-- 1 \ \ \ — J) W 93 i ' gw\5 \ \ �' \ ` S / CIL �\ - 2 4 8 _ — — ' , ,.� .. A � V •. ' . � i i i G\ OOb ��' \ \ v vS — — USSR 0 �. I / Ywe -7 CLASSROOM G BUILDING_ / 01"PSSeRwO'oM LASSROOM — X — — - G1� d y FENCING PTION \ I \ V _ 6h �� _ �v \ — / — A\V �� V A\ V A �iE GRADE T0� / / _ \\ A 502.5 ON / / /ul DISTORBAN AR v �// \ 1 � N / / LCD ry, ♦ _ — // / / 11 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 HIMP 7ic.45183 23 we .P G s SI E� O L _ NA 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 C15 LANDSCAPING REQUIRED: SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. 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 grondifolia American Beech 1Z"-1j" 21 20 227 4767 Large Deciduous Tree Querus bicolor Swamp White Oak 212" 9 31 299 2691 Large Deciduous Tree Tilia tomentoso "Green "Green Mountain" 2j" 10 25 276 2760 Mountain" Silver Linden Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5 Ht. 44 25 123 5412 j QOrnamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 OOrnamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 Tree Prunus tellsOrnamental Weeping Cherry 6-7' Ht. 10 15 77 770 'Pendula Rosa' Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 57 6 23 1311 ® Broadleaved Evergreen Shrub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 divaricatus i 111 ,I, Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 22719 NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1"ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 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 ih 1992 3.38 FENCING AND I I DRIP LINE BOARD FENCE ORINC CORD FENCE �ttM� -�PLASTIC FENCE CORRECT METHODS OF TREE FENCING TRIANGULAR Source: Va. DSWC CORRECT TRUNK ARMORING FENCE 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 -Constriction Conference: 0 Tree preservation and proteetiop measures sha"e reviewed with the con or� s e. 4. Eauipment Operation and Storage: LI Ileavy equipment, vehicular traffic and storage o constriantion matena7$ a id�� eed hll wrt�'die 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: 0 Fires are not permitted within 100 ee ofihp dripWn� s,o be-iisved. 7. Toxic Materials: 0 Toxic materials shall n-oTheWte&within 100 feet -of the drirtpine—of4ees to a save . 8. Protective Fencimg: 0 'frees to be retained withindilTeet 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 items removed during the final cleanup. 13. Damaged'Irees: 0 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 5/1106 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 IND 7ic.45183 2.2 we o MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request -ACSA] 2022.09.27 [AcsAI 2023.01.04 FILE NO. 18.020 LANDSCAPE DETAILS C16 ba GA 0.3 0.4 J 02 03 / 03 03 03 i /14t05 00.7 0 01 0.1 01 0.1 oa 0.1 0.1 0.1 0.1 0.0 0.0 0.0 Go Do 0.0 0.0 0.0 00 do 0.0 OD do 0.0 0.0 0.0 do 00 00 DA 01 0.1 OA 0.1 0.1 0.1 0.1 0.1 0.1 0.1 p.0 0.0 DA 0.0 0.0 0.0 Do 0.0 0.0 0.o DA 0.0 Do 0.0 0.0 0.0 Do 1 ILI 01 0A 0.1 0.1 0.1 0.2 0.2 02 0.2 O2 I 01 0.1 0.0 D0 0.0 OR 00 00 0A no 0D DO 00 00 Do 0.0 0.0 00 1 01 0.1 0.1 02 0.2 02 03 0.3 0.4 OA 0.3 0.3 e2 0.1 0A 0.1 a.0 0.0 0.0 00 00 0.0 Be eo OA no ao 0.0 clo so 0o d 010A 0.1 0.2 0.2 0.3 0. 07 7 0.5 0.5 03 02 0.1 04 al 0.0 0.0 Cle 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 00 0.1 0.1 0.2 02 0. 0.6 1.0 1.5 1.Is 1.4 / 0.5 0.3 111 0.1 0.1 0.1 0.0 00 0,0 0.0 0.0 DD OA 0.0 0,0 Go 0.0 0.0 00 oil 01 0.2 02 03 5 12 2.7 9.3 .3 "la "1,4 �, AAs an .5 02 02 of 0.1 0A OU 00 00 0.0 0.0 00 00 00 0.0 00 D.o 00 j 01 0.1 0.+ o+ os 03 a5 0,9 +A s+ 1 'SA 'S.7 '%, ZYat 'Ss 'Y.3 - .e 01 oz o.+ at 0-1 00 no Do 00 oa 00 0.0 oa ao o.o oA ,q® + 0.1 ITT 111 0.2 0.3 0 0.9 2A 5.1 R'•4 482 IRA K4.6 % `SA KlA 141A 0s 0.2 0.1 0.1 0.1 0.0 Be OD 00 0.0 OA 0.0 0.0 0.0 00 "6'�07 0.1 0.1 0.1 0.2 0.2 0.3 6 1.3 3.3 4 9 �'rr$ 1x..4 ltsYi �.qi %..0 •��1 �n23 l�[,.0 se. �t 0.3 02 0.1 0.1 0.0 0.0 0.0 laid 0.0 0.0 0.0 0.0 OA 0.0 %01 0.1 0.1 0.2 0.2 0,2 03 OA 1 La 3.2 52 'i18 x7„5 celap q;5 @5 .$ iD.9 M �lA�l Y,1 "ILA 9 .5 0.3 0.1 0.1 0.0 00 O.0 00 0.0 0.0 00 00 0.0 00 '.`41 01 0.1 0.2 02 02 0.3 0.7 1, 1, .D 'S.8 '�A B✓a wa,7 '1 "1 iAr Viz KIA xl m 03 of 0a Do Do ao oO oe o0 00 o.o no !!/ aq,1 0,1 0.1 az 0,2 01 03 s os 1s 2.1 .a 'S.a 's 46 "ae 'L.6 eD is "4Y 'fte2.® 'tuts o. 0}9 02 01 0.0 0.0 0.0 0.0 0.0 00 00 0,0 0,0 Do / % 0.1 0A Ud 0.1 0.2 0.2 03 0.4 a.T IA 3.5 4 'fa,4 - '6J.a " 'S.0 fc 12 e.cjr.+ � fiIA "it la ,®. .5' 0.3 od al an Dc o .o o.D an Do Do do cap 0o •�001 0A 0.1 ail 0.2 0.2 o3 0 0A 12 2.5 5, air4 "r6A .0 .7 '32 ". -- "72 qB A4.2 11.11 x11 e/ .4 0.2 0A 0.1 0.0 Be 0o 0.0 no do DID do OD Co /00 02 0.2 02 02 0.2 O2 04 .6 +.3 30 6.• 9 'SJ,O "7.7 ' .3 'c1.3 6 "4.3 "4A "40 'S2 '13 'S. 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Llr"VIV/A CONTRACTOR Contractor Select' ESX1 IX Area Luminaire fhe P xl Lit) area bmmaue provides thecoribmation of best product, bestit"jimbaen dehve•y and is weal lot eplacing 15OWto 400WHIDfuminavess E$%pr6WdesupigP0lk energPiardngs, long seance life and fast paydatt..'All ESXI luminaires IeaNrtadlustabk light output, providing Ixv light levels from eat h mmmalre. allowing greater Resolidifying tnefieldandondnhihutois she+cel ESXLED,smmpm-Iwely priced and always in stock Ior q,A delivery FEATURES • Replace 150IV to 40OWi HID • 8 000 td 25,0001umens • Adnuraok Light OotprtLALOinchnology(dekauh set to high) • lype3ophcavaltable,n4000Kind S000K • Reversible arm nsounis dint minimum 35'round and square poles Law lYmem Wnlh Einuan 5110E Na00 50dgE �BdO � 11ip00 1sa�� t�3NdyaA� l�pura5m- am w�_eercade�IinI1GF.Eoi- 1�IGwnuia�' iu`es�IuA+' E��!+±�3.olme�ru:,. CatalogSchedule Symbol Label Image CITY Manufacturer Description Lamps Output Power 4 Lithonia Lighting ESX1 LED P3 40K R3 ESX LED Area Luminaire Size 1 P3 Lumen 1 20658 1 146.35 Package 4000K CCT Type R3 Distribution F11334cd 3 Lithonia Lighting ESX1 LED P3 40K R5 ESX LED Area Luminaire Size 1 P3 Lumen 1 21680 1 292.7 Package 4000K CCT Type RS Distribution _ 0 B Max: 8396cd C@uS ® 5> lOEAiIIN" E,LSTED n lA EAIIBP251KR31/ALTINAILSPMM2 '169M OOK4"493= Ighl W 150VIb ILI Ei!_61"971a0"AiLN1gUl"ILSDDB10Ml `� @41Fe♦SMMh I I�, ESELIUDRat50K'paMWk1UPY603bOBXOMI Sfa9PNli OOIRYJ815Ja57D 'a�E gTe2ol�r hAir�wc �ava+a`Ue:KiiLlMieL�W**'xwtjb_' pnds`�ir�,'�id�s�SSlj�, "u_�ti9Yarc p31=Pik.�'`o�nFef9�s`kti'Ra�'Iume4lSi��[i {%i�� ¢+.�is14Y 'ialu�, Pali d'si2J �� L/THL7/V/A CSL/GHT//VG CONTRACTOR Specifications INIENDEO USE: the1S%oHeR a romplelearea IigMmg package Wording ¢veyrnirg needed to mpl"e 15M to400 HID alai luminaires. Adjustable light output provides redo Lunt levels from one producCaLldn0lly1te41esiknDifyWh�k lxlging reduce invnRoy toss. CONSTRUCTION:. TNe ESX IEDar}aR3d3LrTk7flealti�aa"iggaddry �al'� iALn DAdyNdusing ma• uses heat dlssipatiiglintand Rdnedini0ghvenhng Iopepecls pUmalthermal management that both enhances 1EDeffira y, and'.earends rdmpornilife TheimWntii g arm is made of ebuded aluminum and its rtroerSible function allows fdtr3Yunhll9an Nunddnd square polethe lumimires optics are IP66 rated, and sealed agamtlmipigarsarsdenvironmental conlaminisi ThelOw:Woh;e 6rsjgn rewlu m a btu tl'§. [9 d atMfm minimum 15 G ti,biabon load per ANSI Cs 36 31 ELECTRICAL Light engirsesconust of high e"iacy LEDs with LEI)runners maintenance greater than ISN60,000 hours. Color lempeuture;W?ophomof 4001 and 5000K with minimum CRI of 70aveaw11aEAe,EINVOM(dnsen are 0 TOY,, capable of continuous dimming, and ensure system planer hoo,>90% and THD 120% All artnaues have 61 singe protedmn.. Drner input voltage available m MVOLI'L 120717V1 and HI 480y1 INSTALLATION: ESX feature an etmded aluminum arm that a revervble aloonng it to mount on both round andiquarepoks ES%I an be mounted trio minimum 35P square and round poles An YK¢S36ty'sYal mbum Liratket K alid dedlk0l¢. MSTINGS U11iFRd 14an€€tG5 and'(anadidn StdnOards-Suitbbielor,ue[ la{aridns. Raled far 40^C mmrmumimfile4U DeugnlJgh61CanwrtmmK}Bld)Piemium gw1rhed product Not all'.vemorn of this prodnti may 4T O1CP1enlKlinllualdieQ' Pleasethtk me DLC Ouauhed PgOuKts Lis; ai'•vn'a: deLbnlloAft aro10ht6ronhrmwhltfivnsions ate quahhed. WARRAVEyr t=,year limited Wananq. Ibis is the only wananty provided and no other statements inthn specdrution sheel create any xarranly of any kind: All other express and rmpbed Wananlie ase ttlaimed CWnplHewaranyiermsbtated ar Wen .a .1tl.ir�Spl .uLL•i+6'rtaltu!141 rni.d .�'rU:.�!: M41P Actual performance may l as i teauhol end user emngnmenl and applKahon. A1lvakes are designor Wal values, measured under laboratory conditions at25 `C. SPKffUDQns sgbred tg charWWOOLAAQLxe �kl<sk>LI iF�a`r-I�artvs� dz14:.�7721 159403a� Y cwTlin.-rCane-m �' I�r a. 61�+16yL��T+*g;Ere�'L4Ifii9hrL�� �,t�3`o3�ra .;, 7 �.L nHntiiilBStiralfk�t k'LntimEanirF4�, L - r w e •. _ 4!ll=.,,Fe, luminane WufthiW• Nai9M 'M IyrrtrM FpR ADJUSTABLE;eG11I'OUiPLkfj-Akq InlNnitBlidNlr iPbwd�ew;EgkR kveisFergieahLMleiupbiytiaiplin doe prad9d5delau11u1mhgfj, luminarte lummsdugh', Limen, Jeri I, UPA- REVERSIBLE ARM MOUNT. the UPA¢-,rrsibie arm is designed to rnowiontb round and slvarepdes Uwing installahonthe flat end of the arm n placed agaiml the flat surlace on square poles. When using with round pares the arm can be turned around 50 tharmf curved end a placed agaimt thetunatme on found poles. ESX1 an be mounted onto minimum 3.5'square and round poles. eoHLRA.CTOR.SEui ii 3v(iE LBO Reim sit as f FEDEFtATEDLIGF- I IP..1 VIRGINIA I J O Q U (n H Z W C7 W W Designer FLVA BAP Date 09/14/2022 Not to Scale Drawing No. ry 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 a HIMP 7ic.45183 2.2 �4 o � MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [Central Systems Request -ACSAj 2022.09.27 [AcsA[ 2023.01.04 FILE NO. LIGHTING PLAN 18.020 C17 20.00 in (508 MM) T 12.00 in 131)5 mm) o 6.00 in (6Fi0 min) 21.50 in (546 min) Luminaire Data Weight (luminaire) 40lb (18 kg) UL listing number E338094 UL listed for USA/Canada UL1598CSA-C22.2 No250.0 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 rl UL, IEC ambient temperature 50-C (122T) rating, luminaire Photometric Characteristics Projected lumen maintenance per IESTM-21-11 L90 (20k) >120,000 h L80 (20k) >120,000 h L70 (20k) >120,000 h Lumens' 89,600 CIE correlated color temperature 5700 K Color rendering index (CRI) 75 typ, 70 min LED binning tolerance 7-step MacAdam Ellipse Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminaire. VC VV U.S. and foreignpatmtls)Issuedandpending. 0201a2020Musm Sports Ughdr%LIL.TLC-lED-9005]IIdC]5 CRI. M-M6 n046 musco 1 25.00 in (635 in 26.001n (660 ant) 2 0 24.00 in (610 mm) Ills e Luminaire Data Weight (luminaire) 45lb (20 kg) UL listing number E338094 UL listed for USA / Canada UL1598 CSA-C222 No.250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminalre IP65 Impact rating IK07 Material and finish Aluminum, powder -coat painted Wind speed rating (aiming only) 150 mi/h (67 m/s) UL, IEC ambient temperature 500C (1220F) rating, luminaire Photometric Characteristics Proiected lumen maintenance Der IESTM-21-11 L90 (20k) >120,000 h L80 (20k) >120,000 h L70 (20k) >120,000 h Lumens' 136,000 CIE correlated color temperature 5700 K Color rendering index (CRI) 75 typ, 70 min LED binning tolerance 7-step MacAdam Ellipse Footnotes: 1) Incorporates appropriate dirt depreciation factor far life of luminaire. SCALE IN FEET 1 :60 Pole locations) +dlmensiensare relative to 0,0 reference points) 0' 60' 12V ENGINEERED DESIGN By: • File #200947C • 16-Nov-22 _ Luminaires Car tAG1'tlX !� LUPINAIRE OIY nuG OTHER e ENATpa 119•n 60' TYPE TLC -LED -1200 POLE 1 GFio 1 GFIPS .. 2 S3,S3 60' - 60' TLC-LED-900 3 3 _ 0 1 S2 60' 60' LG TLED-900 4 4 0 2 S4-S5 70' 70' 1 TLC-LED-1200 5 5 0 22 22 D SCALE IN FEET 1 : 80 Pole location(t) +dlmenslomare relative Fill= TER to 0,0 reference point(s) 0' an, 160, ENGINEERED DESIGN By: • File #200947C • 16-Nov-22 Regents School Of Charlottesville Atheltic Field Charlottesville,VA GRIDSUMMARY Name: Blanket Grid Spacing: 30.0' x 30.O' Height: 3.0' above grade MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 10.16 Maximum: 38 Minimum: 0 Avg / Min: - Max Min: - UG (adjacent pis): 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 MuscoWarranty 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 (1m) of design locations. mus��I We Make It Happen Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. 01981. 2022 Mi n oo Sports Lighting, LLC. Regents School Of Charlottesville Atheltic Field Charlottesville,VA GRID SUMMARY Name:I Property Line Spacing: 30.0' Height: 3.0' above grade HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 0.0351 Maximum: 0.45 Minimum: 0.00 No. of Points: 180 _ LUMINAIRE INFORMATION Applied Circuits: A No. of Luminaires: 22 Total Load: 22.94 kW Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA 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. occo muse We Make It Happen, Not to be reproduced In whole or pad without the written consent of Musco Sports Lighting, LLC. 01981, 2022 Musco Sports Lighting, LLC. Lighting Plan Notes: 1. Athletic field light poles not to exceed 70'. 2. Outdoor lighting of the athletic field shall not continue past 10 PM. 3. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot candle. 4. All outdoor luminaires emitting 3,000 lumens or greater shall be equipped with a full cut-off fixture. 5. All outdoor lighting, regardless of amount of lumens, shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U HIMP 7ic.45183 2.2 �4 ��`ys'IONAL 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 [AcsAl 2023.01.04 FILE NO. LIGHTING PLAN 18.020 U.S. and foreign patents) Issued and pending .02019,2020 Mutt. Sports Lighting, LLC. TLC-LED-1200 57WK75 CRI. M-2943-en00.5 musco 1 Page 6H-48 Lane Closure Operation with Temporary Traffic Barrier 1 (Figure TTC-20.2) N TE September 2019 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 .2 4. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure should be provided in feet or miles, as appropriate. 5. An emergency pull -off area should be provided per Section 6G.18 and Temporary Traffic Control Figure TTC-8. Standard: 6. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 7. Group 2 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 + 0 35 36 + 0 -35 36 + Transition 20' 40' Travelway 40' 80' Construction Access 80' 1 120' Construction access spacing may be increased to this distance, but shall not exceed one access per''% mile. 8. For taper lengths, see TTC-19.2 9. See Table 611-6 for barrier transition flare rate.z 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). d. 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 on 20' centers along the transition or taper sections and spaced on 80' centers and centered2 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 tvpieal application is an example of one method that may be used to close a 14. 99 paragraph 12 and 13 for installation guidance and spacingz 1: Revision 1-4/112015 2: Revision 2 - 7/12018 September 2019 RIGHT SHOULDER CLOSED RIGHT SHOULDER CLOSED AHEAD ROA WORK AREA 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 Page 6H-15 Stationary Operation on a Shoulder (Figure TTC-4.2) END G ROAD WORK 20-2 (V) 500' + 80' - 120' SHADOW VEHICLE REQUIRED i 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 RIGHT SHOULDER W21-5aR CLOSED SEE NOTE 2 RIGHT SHOULDER ctosrD W21-5bR AHEAD SEE NOTE 2 ROAD WORK W20-1 AHEAD September 2019 Page 6H-49 Lane Closure Operation with Temporary Traffic Barrier t (Figure TTC-20.2) ENO ROAD WORK G20-2 N1 500'± BARRIER PANELS O Z SEE NOTE 11 Y ¢ 2 6" LINE BEGINNING AT ANGLE BREAK OF BARRIER BARRIER DELINEATOR SEE NOTE 11 LL W w; a SEE TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS SEE NOTE 11 O BARRIER DELINEATOR SEE NOTE 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 O_� ERADICATE O 200' OF EXISTING a 11 PAVEMENT MARKING - GUARDRAIL SEE NOTE 11 O SEE NOTE 8 O110 ILLUMINATED FLASHING _ -i� _ r 0 AMBER ARROW TYPE SEE NOTE 11 C O SEE NOTE 3 SEE ()-SHOULDER TAPER ; NOTE 1 00 W4-2R i�-- OPTIONAL LONG-TERM SEE TRANSVERSE NOTE 1 RUMBLE STRIPS KEEP unE Exos SEE NOTE 14 R4-V7L i MERGE W9-2L LEFT SEE LEFT M NGTE1 RIGHT 7 RIGHT LANE i� LANE W9-3R aoseD CLOSED AHEAD SEE Hue NOTE 1 ROAD ROAD .16 i WORK W201 AHEAD l� PCMS - SEE NOTE 3 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 Page 611-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (FigureT�T�C-n3 NOTES Guidance: 1. Sign spacing distance should be 350L500' where the posted speed limit is 45 mph or less, and 500L800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or eater than the values in Table 6H-3. Generally speaking, motorists should have a clear line 9 greater Y P 8• ofsightfrom the graphicflagger symbol sign to theflagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum tim 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.07.1 Standard: 4. Portable Temporary Ronde 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 6H-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. t10n: 8. A SLOW (W21-V 10) sign' may be required in this area to give advance warning of the operation she by slowing W reaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. If the �rreue of traffic reaches the BE PREPARED TO STOP (03-4) sign then the signs, and if used the PTRS should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road Standard:' 14. When usedx, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1- 4/12015 2: Revision 2 - 9/1/2019 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 8', 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)r), 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. tion: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity 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, or' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) shall be at the following: Tape 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=s2wr6o 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=S2W/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 6H.22 Shoulder Taper =%LMinimum 7. Channelizine device spacine shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit m h Location Spacing Speed Limit (mph) Location Spacing Speed Limit m h 0 35 36 + 0 35 1 36 + 0 35 36 + Transi0on 20' 40' Travelwa 40' 11 80' "Construction Access 1 80' 1 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access nerY4 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 attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 September 2019 Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) av3HV MBOM avow 0y3HY avos 3Ny1 3NO BY3Hv sdau - T 3TeRnu d01S Ol 038tld38d- 3e O �m m m m1 • ~R 9NOI_LV_LS L1390VI=l PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED &40 MPH 10 FEE 41-55 MPH 15 FEE > 55 MPH 20 FEE PTRS SEE NOTE 4 + DOS G20-2 (V) 500 ± 0 00 50' - 100' 0 0 0 BUFFER SEE TABLE 6H-3 - so'' - 120' 0 0 w1a 0 o_ 4 ROADWAY 0' CENTER LINE PTRS SEE NOTE 4 1,14 1: Revision 1- 4/12015 2: Revision 2 - 9/12019 SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100, FLAGGER STATION SEE NOTES 2, 3, 5 8 6 SEE NOTE 1 0 W20-7 SEE NOTE 1 BE REPARED W3-4 TO STOP SEE NOTE 10 SEE NOTE 1 RUMBLE STRIPS W20-V26 SEE AHEAD SEE NOTE 15 NOTE1 ONE LANE W20-4 ROAD SEE AHEAD NOTE 1 ROAD WORK W20-1 AHEAD 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 SON -SITE PAVEMENT SECTION C19 Not To Scale 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 76" x 6" Bollard DU EIR 7D91. ' 'Db De DD'D D' De D .D'D CONCRETE PAD'''' CONCRETE PAD' .1i.20° : D 1125 ' z.20P D 1125' U °°D e e 71 375 ZIPS I: 4 a15' 6' RESERVED 425 4R5 PARKING- 1 is D 4•'15 as7s aer, ' .75 2.5 o� - R7$ NO PARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) "Reduce spacing 50%. ee page G31. '"'See page 6-2 for arrow design. ° 0 i ~I ' e V N . ( ACCESSIBL I " I r R7-0B C DNRwr�rwA R74n ,w,JztswE " 1 8 C 0 1 E F G N I J 1 R 1l Lz a ns .LAG J40 b in I'm amG 1G © 18 a N A9 A 2D I Ube 2Rb fines Ib P..GAR CAOW Offs M AWOAIM COLORS LIGM -GREEN IRE1PoIRfPFC1Ap 01 m"Lll m8xs LETam-WFEIRETRORENKT&H RAGRGOOUND-WIRIE IRnPoFEFlElINF1 6tlImFJIM-GLUE CRETROCEFi ECT%E1 4" x 4" Wooden Post 6" Wooden SHIMP Fence Board ENGINEERING 2" x 4" Rail (typ) LANDDPPLLANNNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 4" x 4" Steel CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Columns for Gates 4" x 6" Treated Wooden Gate finish to match buildings ,-6" Wooden Fence Board x 4' Steel Columns for Gates i 6" x 66" Treated Wooden IaXe4fl%.s tp match buildings Concrete Pad s 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 U HIMP 7ic.45183 .2 w �`vs'IONAL ECG 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 ' b 5.48 ACRE \� SWM FOREST & \T OPEN SPACE EASEMENT DB 5658 PC 269 \ 700, v..,gypp �cUF sa o ' FUTURE SCHOOL STRUCTURE 0 1 I I s^ 1 1 A I I"^WIW� I I INI �rT 0. N REGENTS SCHOOL SITE 0 EX. Y FORCE MAIN TO ACSA SANITARY SEWER SYSTEM TRINITY PRESBYTERIAN CHURCH 1IIIIIIIIIU a NOTE: SANITARY LATERAL CONNECTIONS TO BE ADJUSTED AS ON -SITE PLUMBING IS TO BE DETERMINED NEW 60" DIA. PUMP STATION TO SERVE REGENTS SCHOOL ' 0110 i• � i• Graphic • i • EX. ACSA MANHOLE PER APPROVED SDP2020-18 EX. GRAVITY SEWER 45 LF PER APPROVED SDP2020-18 FONrAI NE AVE EXT. EXISTING ACSA MANHOLE 240 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U HIMP 7ic.45183 2.2 �4 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 2022.09.07 [CentralSystemsRequest -ACSA] 2022.09.27 [AcsA] 2023.01.04 FILE NO. CENTRAL SEWER OVERVIEW C20 24 \ \ \ 17 r 1Y, ❑ ❑ `V \ ��F v v ---/ ❑ \ 0 0 1 � \ \ \ \ \ \ � v _ � � � / A � — -�— — Graphic Scale: 1 "=30' —I — — — / TAINING yNA\ MAX �iEIGHT� -- - GEOFAB C T BENOCATEL _W W W W W W 20 W W W W OFACSAEAS ENl\ \ \— — /�--✓�— — \ �� / �\ �M \ 4U, W 7 W \ OTT EXCEED \ \ kt,\\\ \ W W ` — TW 2 a . 12 / — — � — — — — — — Att EIGHT 3.5'� / 1 _ - - — — 10 - - ws \ — 7 ELEVATED ON PPER \ / \ FO NDATIONS / I / " r� / ... � � I �5' �IVATE w ( I / / a.-. —_ — .,��� - V /y CJ �IITARY SWEfEAS EM� T / I / PUMA STA_ 0 B 56511 JPG 39 — — _ y0' A�CE�S E]QSEf�ENTI _ — I DB s511 VPc �39 � r ----- Cr -- -r- T LJ \ — / TIE GRADE TO � to �— -2192L _B,:S _ o r �// / � 'y/ / \ _7�// / // _ // SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I L J ( L I / is o.45183 183 1 0 0 7- I I �rsIONAL Et1G ......kb .. ...:........ ....................::.:.::::.:.:........... \ .......:::...:............... .................... ...... ... .......... ................. w\••••' "' ` - 1 \ 1 1 MAJOR SITE PLAN AMENDMENT �-� .........................:.........:..................... ............ ... .............. .:::.�::::::::: 702 RESERV \ _ / � J � � / / - ......... ROUTE \ \ \ r fREGENTS yp WW R ROAD 30' ROW w - - ' -'- - \ \ \ - - II SCHOOL _ 71�� /\I ALBEMARLE COUNTY, VIRGINIA ROUTE 7 — / SUBMISSION: APPROXIMATE L�EEX. DUMPST�R RESER�I — \ I \ c Q _�IR ROAD0' RO 2O22.OV.2U 1 \ _ \ \ \ /w �. -- — f w REVISION: 2022.09.07 [CentralSystemsRequest -ACSA] \ / — / / F➢/ ;1 \ F F r — \ \ \ \ _ \ I 2022609.27vv ]AcsA] / / i / \ ._ — F 'N. \ \ \ 5' PRIVATE \ \ \ 2023.01.04 \ / r / p.8�' / , • r •� \ 5' \ �� "� F \ �✓ j \ \ SANITARY SEWER EASEMENT �" \ \ 6 39 iD83GT1 -PG \ X / ✓y-____ •�- 1\ p � F \ N \� �F 486 ` \ / G N � _ 66 F �F \ W \ \ o FILE NO. TE \ / / PRIVA- - F \ / ANITARrY SEINE ASS. NT F DB 51611 P� 639 / I —_ F ._—.F F ' F — F F — - F F / / \N /O RPW W�ER�\N \ 2 10p / / \ .020 R`0' , / / w SANITARY SEWER FORCE X ° I / I\ �� /w \ \ i // x SSMH MAIN PLAN \ i wv �w RIM-491.3 Vd co \ / II-482.68 \ / / 10-482.41 �_W FVJQTI�1- C21 / / I / / V:.. A \ �o \ a \ s \ \ \ I I \ \ \ \ s\ \ I \ \� \ k SHIMP \�� - ENGINEERING I LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 \\�< CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \r<\ moo\ \ �P <<� C\t \ <V<< <<V \ \ V A A \ V I \ / V \ / \ Q is 0.45 HIMP << < 0 1,�SSIONAL ECG <fs l I \ I I \\ \\ \\ // /l e < / \\/ / <<% I 1 \ I / / \ I / , MAJOR SITE PLAN AMENDMENT t\< + , II \------/ \\ \� �`FR<ti\/� `o \\ /� \ REGENTS \\ y / �v -----_ _ _ -= I - SCHOOL / _ _ -z CO y 9 / / I I ALBEMARLE COUNTY, VIRGINIA <<` �� FbNTAINE AVE EXT. Co , � / SUBMISSION: 1 / <<1 ' / / Z a << / \ 2022.06.28 _ _ f <�— — ----- ii�REVISION: O l < / ✓ i I'� i / — _ — — _ O s�y 1 \ 2022.09.07 [Central systems Request -ACSA] _ _ — / <<` / / / / — — _ — 6 R p 2022.09.27 [AcsA] \y_—� oy� FILE NO. // i/ <<� / �� //�o I 18.020 SANITARY SEWER \X<\ I I 30 0 30 60 90 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 w J W 5 0 — _ — — TRAIL- GRADE MIN - _ -- _ — •' SCH. 40 PVC- W - OvG 62.7 LF���H. 40 PVC ° EX. RA WATERLINE HYDRANT. ON 3.5' COVER. C A TO UMED FIRE SED NTRAUII — 253.()-LF...- 3" SCH. 4( - ¢ DSCONFIRMA ft 5 �f - INVERTTO TALLATION � OF NEWPFOR- M IN.RIOR w 0 o 0 Z Do m 5 0 � � + w w o 0 x U 5 o�EXG z o 0 � a N � 8SOR-26 -1-i o z 5 > z 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 N W ¢ K o' ¢ i - 3"SC.. 4n — G 1044— —3=SCH. 0-PVC-& R 5 40-PPC_S�t.O ION o',2,. PVC 00.07 @. 87.2 LF - 3" SCH. 40 X. 1 WATERUNE. INVERT ASSUMED BASED COVER: CONTRACTCTOR SHALL POTHOLE AND CONFIRM M T _OG K --Z- �.1 w' PRIOR TO INSTALLATION -OF NEW FORCE MAIP. 4 z \ O-p- a0 4 U 00 Lq In l �aN EEL �. X- L C 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 .N . P1.. DON SNA_L ... A PEYOTE MON' O N' SKMM M DE MONAOED DY A L..A. PP.S..1' MwD PeAn. 91.4p T PAKL CM p Dax.uT \ /—HIGH WAI ALMM JI DAMUP OEXE Aitl ...L PANEL r ILL PIMPS 'Cii' .. - WAY PLMP INLET M£ - W.n' TROY C£ MET MELL .1 W.Cd 22+50 23+00 TOP VIEW CXQIflE PID B1IXIF 6ENEPAICW� CgIPKI PANFL� 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. (}WAY) 1RALER WPE MSi1llE0 ALLY. DISGWAPE£ NNE DISCH"M LNE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U HIMP 7ic.45183 2.2 �4 ��`rs'IONAL 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 Vie" Casing Corrosion Allowance %1. 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(1040 F) continuous operation, 600 C(140* F) intermittent operation Power Cable -Type (See Motor Information forAWG data/size.) 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 7% HP Motor Cover, Bearing Housing, Seal Housing, Casing Gray Cast Iron -ASTM A48, Class 30 Impeller - Standard, Optional Gray Cast Iron - ASTM A48 or Cast Bronze - ASTM B584 C87600 Motor Shaft AISI 300 Series Stainless Steel Motor Design NEMA 56 Frame, oil filled with Class F Insulation Motor Overload Protection Single phase: on winding thermal overload protection auto reset Threephase: requires Class 10 overloads in control panel Extemal 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'h-5 HP single and threephase: 7 quarts 7'%HPthreephase: 6.5 quarts Mechanical Seals - Standard Upper Carbon/Ceramic;Type 21 Lower Silicon Carbide/Silicon Carbide; Type 31 Mechanical Seals -Optional Lower I Silicon Carbide/Tungsten Carbide; Type 31 DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) 3.50" APPLICATIONS 25 k it FLAN E 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 e 60 Hertz • Single row ball bearings • 300 Series stainless steel keyed shaft Single Phase: • 1.5 - 5 HP; 208 and 230 volts • Built-in thermal overloads with automatic reset e Built-in capacitors MODEL AND MOTOR Three 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. HP Phase Volts RPM Impeller Dla. In. Maximum Amps LR. Amps KVA Code Power Cable F.L. Motor Efficient % Resistance wt. (Ibs.) Start Line -Line WS1518D4M 1.5 1 208 1750 5.63 17.2 50.8 B 14/3 80 1.1 0.9 195 WS1512D4M 230 14.7 29.5 E 70 1.4 1.8 WS1538D4M 3 200 11.5 40.9 H 14/4 81 NA 1.7 WS1532D4M WS1534D4M 10.0 40.0 F 83 2.3 460 476 5. 2 .0 F 9.3 WS1537D4M 575 4.0 14.4 H 74 14.8 WS1518D4 WS1512D4 WS1538D4 WS1 S32D4 WS1534D4 1.5 1 208 1750 6.25 17.2 50.8 B 14/3 80 1.1 0.9 195 230 14.7 29.5 E 70 1 1.4 1.8 3 2Do 11.5 40.9 H 14/4 81 �' 1.7 230 10.0 40.0 F 83 2.3 46 5. F 3 9. W51537D4 575 4.0 1 14.4 1 74 14.8 WS20 2 1 208 1750 6.63 20.3 50.8 8 14/3 80 1.1 0.9 200 230 17.3 36.9 D 75 1.4 1.5 EWS20M32D4 WS20 3 200 13.3 40.9 H 14/4 81 NA9.3 1.7 230 11.6 40.0 F 83 2.3 460 5.8 20.0 F 83 575 4.6 14.4 H 74 14.8 WS3018D4 WS3012D4 WS3038D4 W53032D4 3 1. 208 ,1750.7.00 25.5 50.8 B '10/3 80 1.1 0.9 208 1230` ;21.5 46.4; C 79' :1.0 1.0 3 200 16.6 53.8 G 10/4 85 NA 1.3 205 230 14.4 49.5 H 14/4 83 1.9 WS3034D4 WS3037D4 460 7.2 24.8 H 83 7.5 575 5.8 17.3 G 78 11.6 WS5012D4 5 1 230 1750 7.25 26.5 57.7 A 10/3 80 1.0 0.8 213 W55038D4 3 200 19.1 73.9 F 10/4 84 NA 0.9 210 WS503 WS50 WS5037D4 .3 taiaTs 575 6.6 22.8ME 80 7.4 W57532D4 7.5 3 230 1750 7.69 23.0 105.0 83 NA 0.7 225 WS7534D4 460 11.5 52.510/4 83 2.8 WS7537D4 575 9.2 42.0 84 4.4 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: gpd/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 Rararreter Pressure Rpe Length, (ft) Rpe Dia., (in) Hazen WilliarrsCbeff C 1500 3 120 "Piping from purrp basin to discharge point Minor Losses T Kvalues # Fittings Cate Valve 0.19 0 Fluo Valve E/oo 0.86 1 Butte& Valve 0.4 0 cWng Check Valve 2.5 1 W Bend 0.25 1 45' Bend 0.2 3 22.50 Bend 0.12 0 11.25' Bend 0.06 0 Tee (through) 0.6 0 Tee side out 1.8 0 Cross hrough) 0.6 0 Cross Iside out 1.8 0 Reduoeif Increaser 0.1 0 Discharcietoar 1 1 System & Pump Curves - Regents Si 120.00 - ---- 100.00- x v E CL On tko E � m a to o 3 80.00 -- u CL W- - - - - w > to c 3 O o k6 C4 c Y 3 QJ Q. CL m LL O O ut CID N N CL = 60.00 - -- ©... ao CL E o t a p > d > a V w y Q a 40.00 - . - . _ --... ... - - -. -. -. - 20.00 - --- 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 9 Flow (gpm) 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 it 0 0 0 0 2.00 1.00 2.40 1.20 F 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 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 it 2)Pump Inlet 488.29 it 2)AII pumps off 488.47 it 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 :hoof ) 95 100 105 110 115 120 125 130 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 -o-TDH - Max. TDH - Min. -4,-Pump 5 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN(a1SHIMP-ENGINEERING.COM U HIMP 7ic.45183 2.2 �4 ��`rs'IONAL 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 SANITARY SEWER PUMP STATION CALCULATIONS