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SDP202200048 Plan - Submittal (First) 2022-06-29
MAJOR SITE PLAN AMENDMENT LEGEND EXISTING 10 NEW E 311.5 x >�'n 311.5 TC x' 311.5 TW x 311.5 BW x a X X -0- -0- CD 0 CHU CHU UGU UGU 0 q q DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN o A nuTA nv 0 SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 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 SP201800011 approved on September 18, 2019 permitting a private school use on the site 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 The building height shall be limited to 2 stories, per conditions of SP201800011. 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 FEMA flood zones "X" and "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. 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 DOT . This Ian as drawn may not accurate) reflect the requirements of the 9 P (V ) P Y Y q 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). ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 4. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 5. Datum for all elevations shown in National Geodetic Survey. 6. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 10. Trees are not permitted in the ACSA easement. 11. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 12. The sewer lateral beyond the connection at the sewer main shall be private. The sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy County testing requirements. Visual inspection of the sewer lateral stub=out shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the contractor. 13. The sewer lateral beyond the connection at a manhole shall be private. Visual inspection and pressure testing of the sewer lateral shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtanied by the contractor. 14. The fire sprinkler main downstream of the gate valve is private. Visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the contractor. 15. All flushing of fire sprinklre mains shall not occur until approval is given by the ACSA. 16. Prior to backflow prevention device testing and the establishment of water service, all backflow prevention device installations shall meet the ACSA backflow requirements as detailed in Section 8 of the most recent revision of the ACSA Rules and Regulations. 17. A deed of easement and easement plat for the utility easements, approved by the ACSA, shall be recorded prior to any water and/or sewer service being established. FIRE MARSHAL'S 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 2,125 gpm. EXISTING USE Vacant Land PROPOSED USE Private School (Grades K-12) LAND USE SCHEDULE EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Undeveloped 832,432 SF 100.0% Total= 832,432 SF (19.11 ac.) PROPOSED Area % Building 35,920 SF 4.3% Pavement 40,025 SF 4.8% Sidewalk 30,811 SF 3.7% Undeveloped 725,676 SF 87.2% 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 confirmingthe accuracy of the data for locating all underground utilities for coordination of the work with Y 9 9 owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible routes and features must be provided throughout the site in accordance with VCC and ICC A117.1-2009. 14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. RIVANNA WATER & SEWER AUTHORITY GENERAL NOTES 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. 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. The scope of this major site plan amendment incorporates a larger athletic field and the addition of the Upper School Campus, as conceptually shown on approved SDP2020-00052, located adjacent to the athletic field. The approved Lower School Campus, located adjacent to the parking area, has only been revised to shift 30' north, to accommodate the larger field area. This major site plan amendment proposes a new central water supply for one water meter to serve the school use and the expansion of the approved central sewerage system. S D P2020-52 TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1 "= 1000' mf Ragged Mountain Hnme 11 IT 'r�, t_ SHEETINDEX C1 COVER C2 SIP APPLICATION PLAN & CONDITIONS C3 SIP 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 SITE DETAILS & MAINTENANCE OF TRAFFIC C19 CENTRAL SEWER OVERVIEW C20 SANITARY SEWER GRAVITY FLOW PLAN C21 SANITARY SEWER FORCE MAIN PLAN C22 SANITARY SEWER PROFILE & PUMP STATION DETAILS C23 SANITARY SEWER PUMP STATION CALCULATIONS APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date BUCKINGHAM BALMORAL HEIGHTS RESERVOIR ROAD QUmversdy MoMession School V Fontaine Research Park V i ndyPresbyterian -arch Arn1145 crh• Q and cite,wo n r-. IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 Jl1STIN@SHIMP-ENGINEERING.COM �014 �6 '2��Zw� �`sSIONAL ��op MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBM SSION: 2022.06.28 REVISION: FILE NO. COVER 18.020 C1 RESOLUTION TO APPROVE SP.2018-1I Tl1E. REGENTS SCiIOOL OF COARLOTTESVILLE . RESERVOIR ROAD :onimissidn recommend meal `revisions tind clari to sRident enrollment ii titer than 17A_5n n..;,,and SP 2018 J l with staff reconuriended conditions,,as well as nditiou n (noW Condition 43) regarding potential' future I stude`ift`s up to a maximum, of468 students and/or' a school t public hearing on SP 2618=L1. - .MMDII Y�. 1W.Talme r Y IvlivRandalpi YY. 5 4` a SP f' a' true, correct copy of a -- r, by:a vote ofsixto iero; Clark- Board of Couiity 9upprvjt ors' MULE'- RESERVOIR ROAD` NO-W;TRERErl=,,Br,,I RES6LVEDIttl4f,-t00e ton-sfdi tiotsoftlte-"oregoing;Tiestaff 1, Clau&tte'K Borgersen; do.hereby, cedify -that-the fbregoutg writing rs'a-true, ccnec't copy of,a Res'olutioti duly- adopled by the Alber Board oCStfpervisors of itar�l`e ourffy,' irgiuia, byar vote o£sto reed,. A' forded below, ova ttteefing held of Septbmber s Clerk, Board of:E ounty Supe rs 'Ado a SP-2018-11 The Regents School of Charlottesville - Reservoir Road Special Use Permit Conditions 1. Development of the subject property shall be in general accord with the concept plan entitled "Special Use Permit Concept Plan and Engineering Study for Regents School of Charlottesville" prepared by Justin Shimp, P.E. of Shimp Engineering, dated July 16, 2018 and revised August 23, 2019, which includes sheets C I - C6 (the "Concept Plan"), attached hereto, as determined by the Director of Planning and Zoning Administrator. To be in general accord with the Concept Plan, development and use shall reflect the following major elements within the development essential to the design of the development, as shown on the Concept Plan: a. the location of the "School Facilities Area," "School Recreation Area," and other major school improvements within the 13.12-acre area designated "School Campus Site" on Sheet C3; b. the location of the "Lighted Ball Field" within the "School Recreation Area" on Sheet C3; c. the location and configuration of 5.99-acre area designated "Undeveloped Residue" on Sheet C3; d. the land use chart on Sheets C4 and CS specifying "Prohibited Uses" and "Permitted Uses" for each different "Land Use" area; Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance. 2. Except as otherwise provided herein, initial student enrollment shall be limited to 280 students, and the start time of the school shall be no later than 7:45 A.M. 3. Notwithstanding Condition 2, student enrollment may exceed 280 students up to a maximum of 468 students and/or the start time may be shifted to a time later than 7:45 A.M. (together, "operational changes"), if at the time of any such proposed operational changes the applicant submits a formal request that includes a Traffic impact Assessment (TIA) which demonstrates the following to the satisfaction of the Director of Community Development and his/her designees: a. The proposed operational changes would not result in any movements with a delay greater than 50 seconds; and b. The proposed operational changes would not result in any movements with a delay greater than 35 seconds, runless 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. The proposed operational changes would not result in any movements increasing by more than 15 seconds between the future build and no build conditions; and d. Operations at the US 29 Bypass interchange at Fontaine Avenue Extended may not result in it being placed on the VDOT Top 100 Potential for Safety Improvement (PSI) locations for intersections or segments. For the purposes of this Condition: e. The Traffic Impact Assessment (TIA) dated October 12, 2018 and associated supplemental TIA's submitted with SP20180001 I may be used for baseline traffic data until August 2021. If any request for any such proposed operational change(s) is made any time after August 2021, a new TIA and traffic counts will be required to establish a new baseline. f. The scope of any such new TIA and traffic counts prepared in conjunction with a formal request for any such proposed operational change(s) must be determined in consultation with the Director of Community Development's designee(s), and 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 seeping process; and SDP 2018-11 The Regents School of Charlottesville - Reservoir Road Special Exception Conditions 1. The maximum permissible height of the poles supporting outdoor luminaries at The Regents School of Charlottesville's athletic field is 70 feet. 2. Outdoor lighting of The Regents School of Charlottesville's athletic field shall not continue past 10:00 P.m. ii. "Future build conditions" will only include the traffic generated by the proposed increase in number of students over the number of vehicle trips associated with the private school use at a student enrollment of 280 and the traffic generated by any other operational changes; h. Proposed operational changes which do not conform with and adhere to the conditions listed above would require the submittal of an application for a special rise permit amendment and approval by the Board of Supervisors. 4. The applicant must plan, fund, and complete the transportation improvements to Reservoir Road shown on the special use permit application materials titled "Reservoir Road Survey for Regents School," prepared by Justin M. Shimp, P.E. of Shimp Engineering, dated July 1, 2019, prior to the issuance of a Certificate of Occupancy. The proposed improvements are subject to review and approval by VDOT, the County Engineer, and other applicable Site Review Committee members, and are subject to required County approvals of Road Plans, a Water Protection Ordinance Plan, and all other applicable permitting requirements. 5. If the use, structure or activity authorized by this special use permit does not commence within a period of five years after the date of approval, the special use permit shall be deemed abandoned and the authority granted hereunder shall terminate. For the purposes of this condition, the term "commence" means starting the lawful physical construction of any structure shown on the Conceptual Plan referenced in Condition 1 above, and this construction shall commence by September 18, 2024. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM J S S a o.4 3 �o � I2��2'-w4 �Ass'IONAL ��G MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: o FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS n C2_ F �FF F /FF F" F F Acadel woo( ` Ares Area Summary: Proposed School Site........ Academic Woods Area..... Total Acreage ................... s r d✓ s w ,d V F�+ LEGEND LAND USE PROHIBITED USES PERMITTED USES -------1 Right —of —Way Reservation School Buildings and associated uses, Ingress/Egress, grading, landscaping, Parking and travel ways utilities, along with any other uses L_______J typically permitted within VDOT ROW Academic Woods Area School Buildings and associated uses, Stream restoration, primitive trails, landscaping, Parking and travel ways gardens, utilities (which cannot be reasonably located outside of tree preservation area), and primitive buildings (see note 1 below) r — — — — — — — i School Recreation Area Primary school buildings and associated Ballfields, outdoor recreation, and associated uses, parking and travel ways associated facilities such as bleachers, dugouts, storage sheds, with parking spaces concession stands, lighting, etc. School Buffer Area Parking and travel ways associated with Signage, grading, retaining walls, landscaping, utilities, 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. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 14A01% F`SSIONAL MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBIVIISSION: 2022.06.28 REVISION: FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS NO L WINA v v'v'v'v v A tYyeq$gbA�w iqF \v �< A v v v v v v $Ilyltiall+yl„krl+Ml�i; \. N/F �',•\. IN,\ `1\ \\\\1\,\\`\ \ \`\`\ \ \ ! WILLIAM HURTT a �, A„ v v A vv v`\ v v v` v v v A D.B. 4110, P650 N A 1 TM 15-59 \ Al I I\ �o vI vIA A1v��� v v A l 111 ZONE R7 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL ACE AREA DEDICA7,�d7 TO ALBEMARLE / COUNTY PER B 660, PG 774 / I �•'�\; / / I\1 V A V r V ' A Q0N x I �X / IN, \ A\ �_ V A IN,A A ' I I I A N I I / DAVID H \ / / D.B. 2690, P154 I TM 61C, ZONE: R1 RESIDENTIAL / \\.• \ \ ,� / , a I / , / USE SINGLE FAMILY R I ENTIAL V'. N F / / / / I \ \ TA/ '/ w/ RICHAR8 SHRUM / D.B. 2678, PG. 194 / TM 75-60 ZONE: R1 RESIDENTIAL 1 USE: SINGLE FAMILY RESIDENTIAL 1 /'jj /a : IN N/E I I TON C�JH < 1 D.B.4151>PG. 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T�B / :- _ \ \ ,` -5 A _ _ LINE BEARING DISTANCE L 1 S 08°3652" W 38.34' L2 S 13°5638" W 86.22' L3 S 84°3324" W 112.13' L4 N 69°1348" W 74.27' L5 N 82°3445" W 159.00' L6 S 71 °36'50" W 93.96' L7 IS 72*21 '41 " E 47.27' L8 S 61 ° 19'41 " E 81.07' L9 S 67°04'41 " E 88.45' L 10 S 75°20'41 " E 95.00' LII S 89°35'41 " E 1 1 1.73' L 12 N 78*05' 19 " E 81. 47' L13 N 04°14'15" W 15.97' L 14 N 46° 16'47" E 51.35' L15 N 51-56.56- E 50.34' L 16 N 75*51 '56" E 54.88' L17 N 75°17'17" E 5565' L 18 N 69-427" E 6 \!- - - T3" -0_`L2�I00®�37 '� _'" _ _ �.26 _ CA wV-1' as \\\ -/' SS..y�� _DQ-4-7"��_ •I -I ES- ILLE_Ij`1C _ _ C 4Yfi V \\ \ 76---------------- - > �\ \ \ \ \ (�C � \ - - •\ `,\ � ---�_ _-- -__`� '1 I _��\ - � '-� , ��__/ // % r��' //ram �-.. __ _ -_ -_. __-- `/I ------------- ____ -,_- 9� t 11I I\ ``.- \ \ �` _��__ 1\\\\`\ \\ -�, \ �, / ! 1/%/% /' '/ �```,_\I _ _ _ - I I , ,\ ,�\, ,, 111 \ ` �:` as �\ - I\ I \\\`__-- \ ` - 'S0� - . 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM A`SSIONAL MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: \ ` - \ �I tt Nt FILE NO. 18.020 EXISTING CONDITIONS R \v v` s v v v vv v `v , v v v I vv I /// 1 - 80 0 80 160 240 ---------------- Graphic Scale: 1 "=80' 6.39' I TMNITY PRESIRYTERIA<Jv CHURCH - v/ D. B. 7'30, PG. 4591 1 r4M 76-17C C4 r, / / / / / / NH / DAVID / D.B. 2690, PG. PG. 154 TM 75-61 / ZONE: R1 RESIDENTIA1 / USE: SINGLE FAMILY R ENTIAL / N /F / RICHARD SHRUM / D.B. 2678, PG. 194 TM 75-60 ZONE: R1 RESIDENTIAL / USE: SINGLE FAMILY RESIDENTIAL / N /F <c\ / TON DINH `?<-�,, / D.B. 4415, PG. / TM 75-61A k< / / r A / / / A / A / LIMITS OF MAJOR SITE PLAN AMENDMENT N /F I CECIL JOHNSON u . D.B. 936, PG. 722 TM 76-14 ZONE: R1 RESIDENTIAL I TM 76-1 u� U E: SINGLE FAMILY RESIDENTIAL 7nr\IF• R1 RFCInFNITIAi <25 � '<$4<f`� o® 4< < oe � s< i 50 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM %mT a -6o "w4 "�'ssIONAL BAG MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. 18.020 SITE PLAN OVERVIEW \F raphic Scale: 1 "=50' C5-'i 0 / \ \ N /F \\ DAVID HARLOW / o D.B. 2690, PG. 154 / TM 75-61 / ZONE: R1 RESIDENTIAL / USE: SINGLE FAMILY RE I ENTIAL / \ \ N /F I \ / RICHARD SHRUM / D.B. 2678, PG. 194 / I V \\ \ TM \ 75-60 ZONE: R1 RESIDENTIAL \\ USE: SINGLE FAMILY RESIDENTIAL \ N /T I \ \ \� ACADEMIC / TON DINH� N/F AREA D.B. 4415, PG. 7 CECIL JOHNSO \ \ TM 75-61 A D.B. 936, PG. 7 ZONE: R1 RESIDENTIAL TM 7614 \ \ / USE: SINGLE FAMILY RESIDENTIAL ZONE: R1 RESIDES USE: SINGLE FAMILY RE OHIJ OHU IOHU \ \ OHUOHUOHU OHUOHU OHU OHUOH \ 0 958'R \ - - 20.42' \ O 252'R �DDL BUFFER AREA SHIMP D o ENGINEERING � LAND PLANNING - PROJECT MANAGEMENT Z 912 E. HIGH ST. 434.227.5140 m CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1 T � \o O O ACADEMIC WOODS / \ AREA V v g g a � \ / ` / 0.4 3 \ / 330'x198' FIELD (110 YD x 66 YD) Lis f7 tyG \ \ 4 a MAJOR SITE PLAN AMENDMENT 3ON� \ �R � \ .. gRFq � � REGENTS 8.00' BUIL \\ LSCHOOL R \y 1 4 ALBEMARLE COUNTY, VIRGINIA 5./ \�G 48ACRE � .. a SUBMISSION: SWM0REST & T 'OPEN SPACE EASEMENT 2022.06.28 \ \ DB 5658 PG 269 �350 REVISION: 1 5.00'1448 SF p p <O 0 Drn BLDG J.',n \QQ AWOODSc �. o 00 oo ASSEMBLY HALLq. AREA 90'x60' WARM-UP FIELD oa XO ow <Q Q (30 YD x 20 YD) BLDG D4 �O ° 6p ♦♦ Rp � C�'n- 5 po Soots pA8 s\ FILE NO. \ ♦♦ g ap g G6PSSR 1 gPp RppM 1 8.020 55 oj Epp ROpM 06 G \ \ P g`p)pp SF00 SITE PLAN \ + gp SRO 30 0 30 60 90 � � �1 �/6 Graphic Scale: 1 "=30' H DG. 7 1A DENTAL RESIDENTIAL SCHOOL BUFFER AREA o RpoM G�P55 g�0 G py boo R0pM G\-PS i I USE: Jliv I �OHU — OHU — OHU — OHU — OHU — OHU� HANDRAIL O1 1448 SF BLDG J ASSEMBLY HALL Of 0o wo OUI ON �0 BLDG D4 K: Q6 60 00 G\-PS r Z m 9 R 9 RI RISE Me OHU — OHU — OHU — OHU — OHU� �S- P SCHOOL BUFFER AREA ELOCATED 15 ACSA ACCESS IS) EASEMENT "NO PARKING FIRE n LANE" SIGNS OR YELLOW a 13750 SF PAINT ON CURB o GYMNASIUM O m O ❑ A -oor O 32 20.00' 1"N1 PA KING FIR 2p:p0' LANE" SIGNS OR YELLOW PAINT ON CURB ro DuµasnR'. PAD.'... 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SITE PLAN 30 0 30 60 90 Graphic Scale: 1 "=30' C7 1� \\ N/F DAVID HARLOW D.B. 2690, PG. 154 \ \ I I / I1 \\/ / / / TM 75-61 / ZONE: R1 RESIDENTIAL / USE: SINGLE FAMILY RE I ENTIAL N /F \ I / RICHARD SHRUM / D.B. 2678, PG. 194 TM 75-60 / ZONE: R1 RESIDENTIAL I USE. SINGLE FAMILY RESIDENTIAL N/F TON DINH I N/F MFA � \`� _� 1 / D.B. 4415, PG. 7 CECIL JOHNSO TM 75-61 A D.B. 936, PG. 7 ZONE. R1 RESIDENTIAL TM 7614 USE: SINGLE FAMILY RESIDENTIAL I Z\IE: R1 RESIDES \ \ USE: SI\L� FAMILY RE OHU 1 J OHU �HU I OHU—\OHU\ OHU \ OH U� OHU \ aNU �-- OH 'N58'R ` \� \ \ \ eu AREA \ \ SHIMP to , ENGINEERING- U 1 \ \ 7 I LAND PLANNING - PROJECT MANAGEMENT DI- 32 \ \ \ \ \ \ \ \ \ \ 1 912 E. 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AREA (+� ( 90'x60' WARM-UP FIELD _ ro O �� I 0o \FFE 508 .e .,.`' o � \ o Q Q \ I (30 YD x 20_YD)- ' — 7 a O .a BL G D4 \ \ c — A -•�• � \ F I1- 117 off- r U' rn _ �v _ v \ \ � — — w — FE � F � � \ FILE N0. 96 — � 7 F 5F \ � S x � , �. g.a�� Os�Soa ,A s � o� oOM o 4 `v ` \ 18.020 GA-PS� � _ ` A 600 ROpltL Fp6 A A v 0- A �S O6 L NEW" ti \ v 5 e SF M v MH GRADING & UTILITY PLAN 6� 00 ��pv S� R6l�V OWNSPO�TS OJAITH \ / 30 0 30 60 90 Graphic Scale: 1 "=30' 8 602� v \ \ \ \ \ \ I I \ I I I SHOULDER \ \ \ \\ \ \ \ \ 7 \\ \\ \ \ \ \ \ 1 I ( I I . ° •.. � MAX 12:1 SLOPE I \ Q ?4 \ \ \ \ \ \ I I \ 1 I I I 15' ACSAACCESS - -EASEMENTg \p90 \\ \\ \\ \\ 1 \\ I I I I I II I I I 20 —/ _� \ \\\\ \\\ \\\ \ \\\ ?6 3750 I °� ' r �:. 1 °° � \ ` —\ — — _ \ � \ \� \ •< I F�E s,9'SD A4 22 = — — —fJ, \ \ \ � o..'.apl a , rDl D \ I I I I I•x w 2 24.\ hfie'` .r° ° 1 r¢ nlxl$'� °3.01 1$,IND \\ \\ \ \T��` RETAINING WALK ^' •, I. " °, • m E °° °° \ \ \ \ .— — — a MAX HEIGHT 8:0' ) I x1 _ � ,�.•. • o A o - p o p 1 \ \ \ \ \ \ �54p \ \ 3��• f / fr o so \ — i x17 / / EW FHA II m' 2184 SF� .;17° (.. '.'. r:..,: :. BUILDING C\ 17m"I:.e. — — N A LOCKER 1 \1. \ 6" GV END ROOM \ x EE 6" WL \ \ _ �FE 517.1 % 2� N yy W W W W W W —W20 W W W W W— / \ \° — \ \ ` \ — TREELINE TO-BE-CLE_AREDSI^1T — / / �'GAINING WALL.. 1 �° �' ( 'e. 7°D x CG-6 NO T — . ..—.. .—.. ..—.. — — _ —WATERLINE— — — — - 6x6 TEE \ \ �x6lRED. RF \' EXCE 5� S OPE \ \ �` '-QF NEW ACSA MAX HEIGHT S.Q' DI/ • .. ,a:%'R'AMP �' 6" NY L PLAST \ x.e... v lg YARD D IN \' ij'? rn AT G-12 9 / ..HDIRE P� w v , ; TYP.) \ ` >s :, O E GRAT UILDING H SF — \ w CLAP�SSSROOM o \ \ ° •.: \,6..:''�..p a ':�.� y ./ /.. _ _ —� \ „ —W W / x.,.. FFE` 512 5 ,Q REGENTS _ . -`' �C F — �' W io \PLAZA ° �° — — — \ _ ...h" l //y1^' is w \// 4 .. — \ \ — TATNIIVG�ALL MAX -HEIGHT\ `� — — — — .r::.. •,.'.. b. 600 SF \ \' •° LASSROOM RD DRAIN \ 1' SF--\ ���: :.. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM AL !Y O1C' I s .s a rICIA 3 p � I Z � Is-L-or �`ssIONAL B� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. GRADING & UTILITY PLAN Q 9 A2 530 525 520 515 510 51 $0 z 10+55565 STORM PROFILE A3—A3a C10 HORZ: 1"=30' VERT: 1 "=10' 53 A3 A3a 535 530 m M I 0 525 3 520 51 m 51C 0 0 M.'li�fiC�i■ �a A2a BO B1 B2 oN 50 500 495 490 485 480 475 470 465 460 4 B3 N rmp. Ion h M O r r - I n - - N dQ O H N .ao< w z - N N M N rn � F 0 o 3a �00 u) N H as — — z _ z d z - o_ o - 15" HDP %M O W j � z_ >> 0z >- z 10+00 10+50 11+00 11+50 2 STORM SEWER PROFILE BO—B4 C1 HORZ: 1"=30' VERT: 1 "=10' 3 30 m X. JFKAL o m U - '0o 2r o GRADF 2(w ft 0 515.87 1 h E. N h o 09 > z 10+50 11+00 Z 4 STORM SEWER PROFILE A2—A2a C10 HORZ: 1"=30' VERT: 1 "=10' I iTJv 535 530 525 520 515 55510 12+50 5 IZ+UU IZ+DU 505 500 495 490 485 480 475 470 465 460 3+04055 53: 531 52 5i 51 511 50! 501 aoi Al A2 A3 A4 M m I HPARATION 0 _ 15' 1 a o - qV70 —0 i 10+00 10+50 11+00 11+50 12+00 3 STORM SEWER PROFILE Al —A5 C10 HORZ: 1"=30' VERT: 1"=10' AO 0 0 0 0 51 515 ' 510 510 — r O _ �'— _ _ — — — _ 505 o� 505 500 a a 500 0 495 495 _ - _ IF 8- W LF- . ^ O1 °1 490 N 490 59.3 LF - - - 485 ^ 485 7 0 0 o O 480 480 0. d7S z 4 5 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 5 STORM SEWER PROFILE Al—A1 d C10 HORZ: 1"=30' VERT: 1"=10' S1 S2 S3 S4 51 505 500 495 490 510 485 z 505 48(A N 500 a 475 495 470 540 0 4 6 STORM PROFILE Cl—C2 C10 HORZ: 1"=30' VERT: 1"=10' a sow ,p N = ry o v + W01 zry ------� z�=�� — \ \ M 174.53� 2• / / �D z �> _ m 120.64 zo _ z o> z 1D+00 10+50 11+00 11+50 SANITARY SEWER PROFILE S1—S4 C1 0 HORZ: 1"=30' VERT: 1 "=10' 12+00 12+50 13+00 13+50 14+00 14+50 15+00 510 505 500 495 490 485 480 475 470 15+54u5 14+5a 124 535 530 525 520 515 510 505 500 54095 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM s s a 0.4 3 612vI27 �`ssIONAL ��G MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. UTILITY PROFILES C10 545 540 535 530 525 520 515 510 L.� C C + C a v (MATCH LINE GRAIDIF i Q W \ \ co - INVERT ASSUMED \ M BASED ON 5' COVER _CONMACTOR SHALL H H — Q INSTALLAMN OF WATERLINE. O X W Wu oliNEW rn cc — p p w w ta to Q 3 p p F O O Z O Z M H M Z M Z _ Q J �J X 00 (n W N V7 U) V1 fN N 0 (n m Cl) m 00 10+50 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 X W W Z O J H K > W GSI ~ Q V) 3 DO Do ' MATCH LINE i GRADE \ ERPROP. INVERT ASSUMED GRADE BASED ON 5COVER N IKANALL _ ✓ NEW WATERLINE. O ED In Q p U H p p + _ Q hZ hZ Ep r m m W co cn vl Mi x 10 Ul a 0 � V) UJ U) N VI N 15+50 16+00 16+50 17+00 17+50 N M 00 + NDO WATER MAIN PROFILE of 18+00 18+50 19+00 19+50 20+00 20450 W Q W = pW O w Of r O o� p + W x O H Q 21+00 21H C11 HORZ: 1"=30' VERT: 1 "=10' 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 515 510 s85 • 40 80 Graphic0 N1 X LINEW INS ZL — � 42 I IVdA CAP I THE EAST & ABANDON 40 — — — �— �l CE N 38 ' I UT & CAP EX. 6" LINE / p0'R "CAP — — — UPON COMPLETION & W W 3_ GV \ TESTING OF NEW 8" LINE BEND w w I/ I \\ _ — W W �� W W I +V 8>, LIME . / / / — — x6� IJE \ \ �� NEW SVC \ / W\ �W ECTION — LA�SE EX. � � 1 � \ \ TREES IN�ITH PgRq / W 7� ' OR / / / \ \ \ 10' OF NEW ACSAEARED SHIN L INSTgLL / i W _cam — �9L T� R UTE 702 _ R l Wr�LINE / / W WW 6�V ESERVOIR R� q NEW SVC » 91 CONNE�T40N 4" GV SEND �0° B f�D\ \ \ \ \ \ \ \ /� �� aav X. FHA TBR / / — — APPROXIMATE LOCATION F 1p V612v�21w4 "i ANONAL 0 MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. 18.020 WATER MAIN REPLACEMENT & PROFILE Cil I \ 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 30' PRESCRIPTIVE RIGHT—OF_wgy R04D (TYP) SIGHT DISTANCE (35 MPH) SDI: 390'- %71V1 I I LJ1%7 1 P'%IVI,oL. LLr I L/\I IIUI I SIGHT DISTANCE (35 MPH) SDR: 390' • • 30 .• •• Graphic• - • n O m O o IC! m o N00 om MN om +N�j +� +- +� +a +� +� PVI STA. 17+82.00 d w d ¢ > d aJ �¢w 135.00VCNw J> Nw Nw Nw > PVI ELEV. 547.52 155.48SID U U u U u C) c� c� 17.87K—Val t >> 55 >> >> 55 >> d a PVI STA. 12+57.00 a s d a PVI STA. 15+65.1 9 d a a s d a PVI STA. 17+73.86 a PVI ELEV. 526.80 PVI ELEV. 543.90 PVI ELEV. 547.70 CREST ELEV. D46.65 r — 45.92 RARE o N N �n N r N 50 10+00 10+50 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 18+50 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT -- 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM s s a I0.4 3 Is �`ssIONAL ��G MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. ROAD PLAN C12 HORIZONTAL CURVE #7 R=1636' HORIZONTAL CURVE #9 R=1 156' ONN (NO Lo O� Opp ON 00N O N Off— r MN rn 000 Sri uj cD N r Nn NCO N DO N O n OSV O> + p + + + + i'1 + °2 DO "' `� m�N �' "' "' N N PVI STA. 17+82.00 N"' N N N N PVI ELEV. 547.52w WQ 135.00VC w Q W w 0 N � 155.48SD N vw 17.87K-Val 55 55 > j N00 5� »ain »> 55 c+o� PVI STA. 17+73.86 as as as �°6 PVI STA. 20+00.00 as as PVI STA. 21+47.00 as aui a°aa PVI STA. 25+10.00 as N +n PVI ELEV. 547.70 PVI ELLV. 4.7 �'� PVI V. 4 PVI ELEV. 526.90 w 1 6.33 .. .. PVI STA. 21+56.01 PVI EILEV. 539.10 — 1 B7.15VC SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM s, s a I0.4 3 �'0 61Zv(ZZw� ssIONAL ' MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: 0 M r r + a FILE NO. N N 18.020 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 ROAD PLAN C13 OF 1 SIGHT DISTANCE RIGHT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 2 SIGHT DISTANCE LEFT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' HORIZONTAL CURVE #9 R=1156' � IX \ I ... / 25;05 PI � 4 0 HORIZONTAL' CURVE #11 _R=933' / 00 129+7 Pf ..� 29+25. PI 304�@0 30+ .Pi \ \ \ \ HOO\F�ZONTAL CURVE #10 F i —F _F -R=12 � F F. HORI2ONT L QURV�\ #1 �N 4 \�+ lN� RS2s lNV 0 48 8.66 / RIM-491.3 482.68 I / / 10-482.41 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT �'? N 912 E. HIGH ST. 434.227.5140 N + o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u� �n N > O o aJ q o— I~llW NN WOl +06 + O dd 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 555 550 s s a 545 ID 4 3 �0 612vI'L 540 `sSIpNAL BAG 535 530 MAJOR SITE PLAN AMENDMENT 525 REGENTS 520 SCHOOL 515 ALBEMARLE COUNTY, VIRGINIA 510 SUBMISSION: 2022.06.28 505 REVISION: 61914" 495 490 485 30+5'(Y FILE NO. ROAD PLAN 18.020 C14 � I I ' I I I 1 I I I I I I \ I \\\ SEENING L LANDSCAPE SCHEDULE Total Plant Min. Height Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity (ft) in Canopy SF Canopy SF 10 Yrs Large Deciduous Tree Fogus grandifolio American Beech 112'-1�q" 21 20 227 4767 ® Large Deciduous Tree Querus bicolor Swamp White Oak 22 9 31 299 2691 y' •'r Large Deciduous Tree Tilio tomentoso "Green "Green Mountain" 2z 10 25 276 2760 Mountain" Silver Linden f" 1 Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5' Ht. 44 25 123 5412 j 0 Ornamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 OOrnamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 Ornamental Tree Prunus subhirtella Weeping Cherry 6-7' Ht. 10 15 77 770 Pendula Rosa' ( Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 f; 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, 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 \ I \ ', 2$2'R-..',— /'— — / / \ \ \ \ I,"1 ,I e\ \ \ I \ — — — — — e02 \\ \ \ za L v A �UcrR. tj ACCESS / / / / � I it I' I ,I I i i I• I' \ I \ \\ \ \ \ \ \ \ \ 1 \ I I I ' ' I I I I EASEMENT •.� � \ \ \ \ \ \ �6 � ' � � � \ \ \ \� 98GNWNASI `1 //LOW�MAINTENANCE / q q / / / / / / / / / _ _ 1 \ I / 1 I I I I II , � I I I I I 1 /.' I : _. _ . h::=° .,,. ,. _ — �.�„• ...r .� ,.-�•� � � � ' I, � \ \ / GROUNb COVER ALL SLOES 3: 1 STEEP R 'ICI 1 � S X7\ EXISTING \ \ / I l ' \ \\ �\ EEIItNE \\\ ,.; \ \ \ \ ,li �I I' / / / / / /-- i�/ i----� I I' 'i'1' v ,' v� � � 1..•jo t 111 \ --'� \\ \i / --� v A v v P " / / � / // -- �\ L, t ,.L' �..,• �it -' 1' � vv v v � v / �� 1 i ri b 'i b 'i u b Sri b �• o 'I \ \ \ \� _.98_ _ / // v \ y v C Bw sD gUILDINc — V / LOCKER \ v 6- ny 83 / // ---- i� i / —1 r 1 ROOM 1 I (y / / / \ -- \ l I 1 I / A rtW CLASSROOM :, / .: / 6, / / / I .. \ L < ` ` ...�•°.. `C\ a (n. \ A \ —.+'.'; '�'. l': / 'o- i•°. /'- y..L. CL SSROOM EGENTS\RA LASSROOM _ 1 \ a�� ° •F� — —' • / / / / _ i — — — 1 \ \ \ \� \ \ ..�\.,\ — �__ __ .'c�� 0OO�C�02 I ' l\\ I\ \ \1 \ 4�I\/�\/ I (� i' _ -- \ ..A\''.•. _¢rco ' B G D4 \ \ \ i zp'A�0 c, '„<:` \ —\ A\ -- I `\ LONGi1 n EB IS —a` - _—— — BUfLDILN/LG/ B// / y �• /./.• C /SRO BCUUAILSDSINRfOd O1M-2 „' --— •j—. ��" }, Vv \ V - A � vv — �i��_'-`c O -- _- — -_- — — — w — — — — — — — — — �SSMBLY1ALL p UB/0) U�DING C SROOM — _ — r yi CLASS (SM \ m h 4DE TO OPSS 5 �� ��—_nia B--� 502. I` UIL /G�fl/ ��LDIN ,�- % ly v r� 5R — CLUUM_ — --_ p50 L CLASSROOM G \/ OUA-O _ - v _ BUILDING c�PssRpO� / J v` A �� — —n,— — — \ CLASSROOM / / _ \ / \ —� / ---- � I / / r / _ v v , - _ 500 / -- v v v esv°. EXISTING TREES -TO REMAIN`, GRADE To TREE PR�TEGALO` FENJIWI P \ vv---------- s2 \ \ v V / 17 4EW T f v A \V �.0 v ��.�A Vv \\ �M 6� A. �•, y v vv A — — — — — — — — .K 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 AL n OF /J' S, S a o.4 3 4111111111�151s,'ONAL SSG MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. LANDSCAPE PLAN 18.020 C15 LANDSCAPING REQUIRED: SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL 1 SHRUB PLANTING DETAIL C16 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIM 1-1/2" SQ. OAK ST, SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, PLAI SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL C16 Not To Scale LANDSCAPE SCHEDULE Total Plant Min. Height Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity (ft) in Canopy SF Canopy SF 10 Yrs Large Deciduous Tree Fagus grandifolia American Beech 12"-14" 21 20 227 4767 �+ Large Deciduous Tree Querus bicolor Swamp White Oak 212" 9 31 299 2691 y' • r Large Deciduous Tree Tilia tomentosa "Green "Green Mountain" 2j" 10 25 276 2760 } Mountain" Silver Linden {� Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5' Ht. 44 25 123 5412 j�7 QOrnamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 OOrnamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 Ornamental Tree Prunus Weeping Cherry 6-7' Ht. 10 15 77 770 la Rosa' Pendula Rosa' Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 0 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 57 6 23 1311 ® Broadleaved Evergreen Shrub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 divaricatus Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 22719 NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1"ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 0 I in 0 ih FENCING AND I I DRIP LINE SNOW FENCE BOARD FENCE CORD FENCE .11,11 r1 --' PLASMC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING aw+ 00 TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING SITE REQUIREMENT (32.7.9.8) SITE AREA: SITE AREA: CANOPY REQUIRED: CANOPY PROVIDED: ACADEMIC WOODS AREA: 10% CANOPY REQUIRED. 832,432 SF 832,432 SF x 10% = 83,243 SF 83,243.2 SF 22,719 SF +260,924 SF 283,643 SF PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (1z"-14" MIN. CAL.) 50' O.C. PARALLEL TO ROAD REQUIRED: RESERVOIR ROAD — 999 LF/ 50 = 19 TREES PROVIDED: 20 LARGE SHADE TREES INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKED PAVED AREA. 43,761.2 SF x 5% = 2,188.1 SF REQUIRED: 2,188.1 SF PROVIDED: 3,286 SF INTERIOR/PARKING LANDSCAPE (32.7.9.6) 95 PARKING SPACES (95/10 = 9.5) REQUIRED: 10 LARGE SHADE TREES PROVIDED: 19 LARGE SHADE TREES LARGE SHADE TREES (1"-14" MIN. CAL.) NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 4. Visibility of all mechanical equipment from the entrance corridor must be eliminated. Cb fiiAlbemarle Conservation Plan Chec -To be placed on Landscape Plans (Handbook, pp HIS-297 for complete specifications) 1. The following Items shall be shown on the plan: ❑ Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has beep erected and approved by a County Inspector. 3. Pre-Constr31on -Conference: 0 Tree preservation and pmtec i(m pteaasures OidoieendView b contractor on site: 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic andstorage 61 construction materials 1u id�� soil sell note i is tfle mea oitrees e saved. SZ Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6 LE Fires are no tied within 100 feet-oftholiripjint ~s obe s eij . 7. Toxic Nlaterialsi 0 Toxic materials shall do3bie-stokeUwithi MD feet -of the dripline of trees to be saw'. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected andapproved by a County Inspector prior to grading or fencing n, 9. TreelVolla: 'f❑W og�wd level must be raised within the line of sit eert"esaverdJ, a tree w4shall be �l �d n paris$iic(iro� �d � suh�tt� for approval `d0 ee Walid: ❑ Ghent nwtmimd eve stlbe lowered within the dripline a tree to be save I wall sbatl beptovial-Jamda FoTiru on detsai] submitted for approval. It. trenching and 'funneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as posst6lI TmmeY under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder root$. 12. Cleanup: 0 Protective fencing shall be the last items removedduringth ie final cleanup. 13. Damaged'Irees: Id Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a $ee spbcia$st ITIS THE DEVELOPER'Sli✓G7ONS171LITY TO CONM1� WITH THE CONTRACTOR ON TREE CONSERVATION REQU 0 /06 Pagll1-bf 2 CONSERVATION PLAN CHECKLIST SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �o I/612v�21w4 �`ssIONAL B�G� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. 18.020 LANDSCAPE DETAILS C16 • // 5,8 5.2 39 3.0 15 1.9 1.4 \ 77 74 5.9 5.3 5.5 .5 fiA 6.6 3,3 2.3 1.5 5.8 5,7 5.1 5 2 1 ] 3 7.] 6.1 4.2 2.9 1.9 / 2 3A 14.34s 70 .7 74 AJ)453.0201: J3 3 3 44 ] 7 ds71"5p8 3.9 27 18 67 5.2 2. 5 2,8 4. .5 6.6 5.8 4,3 3,1 2.2 • A6.42a,95.53.8 2.2 . 2. .2 3.84.33.93.22.41, 02 7A 6.6 5.2 4.0 .0 5 2.3 2.7 3.0 2A 2.3 1.7 .1 5.4 8.0 71 5.7 5.0 4. 3.6 8 1.8 1, 1.9 2.1 2.0 1,6 A 9486.0 5.9 5.6 5. 5.5 72. 1.71. 1.51.4 1 2.9 3. 3.33. 4.2 8 7. ]. 6.1 4.1 2.92.0141 sis 3. J.9 5.1 7. .] A60 42 29 28 1. 0 so 38 3311 23.] 3. J.5 d3 .9 .66.8511.3362517 .1 4220i8 8.2 .3 3. 2.9 A 6.2 5.2 3.9 2.9 2.0 142.2 3. 608.1 65 5.0 3.7 2.3 2 3. 3.74.03.62.9 2.2 3.05.06.7 • 486.05S 4.63.7 8 1. .32.72.8262A 1 4871 77 020, T.13.64.648 4.7 .1 3. .7 .8 1.920 /91. 1. Ile o 64 8.0 5. 2.3 3.2 4.1 4. .5 5.4 .3 2 2. 6 5 1.4 1..1 85.85.0 3. 3.42.5 2.6 3.44.4 5.8 7.4 .3 4. 78241.8 I. 1.82.22.83.75.17.3 74 .83,92.82.01.4 Q• \7 • le .7 1.9 2.3 2.9 3.9 6.4 7 7. 8 0 40 2.8 1.9 1 1.7 2.1 2. 3.5 6A 7.4 8.9 50 3.5 24 1. .61.72.2 2. .74.8 5sfr 5.23.E 282. .3 17 2.1 28 IS 4.0 4.2 3J 30 22 .4 i t6'20252A 3.02] 2 Dal 6842Z22428624,621318716.915.5 4111 aa1�35'.1'33 229.726.022720.318.717 516 61 a �32 229. i M,QM.321v3 N, l l9.L19.0187 5325 333.132130.52862Y�2 25.225 532.532. 31.030.1N,220,02fi526326, 327228.730. 830730.1 228.42192742] 026.827, 127 829 731. .929.428.52]27.026.82fi826927328229430832.53. .628.927]26. 26 226.126,326 727 520 030.3 . 8737234932. 530,5n128.328.027 438.83 .0J 1.129.628]IB.428 628 234.833.23r 329. .628.228.329.030 732.330.929428,427.827 8429.531 Q29.628 627.727.227. 327928. .332 6621.521.321.221.421,822 623.825.627 018 18.31&S18.819.620 421,723.526.028 11 15 716.116.617.518.920,622.725.528 13.Sy4 114815.017319. 121424.427 �' 12 116 215 717 720.123228 727. 7 726128629230331 732 331.7 926.9 929.129.129. In 1 832.430 030.6 30.530.2 729.931.132.2M. 0 03.332. 2231731, 131. 031.4314 033. .5 233733,032.3315 8 233 535.3 13 735234.633. 3 328 40 437. 6 35.3348 W 4 135. 5.23 5 131 .2 0 533,131. S. 5. 83 . .925. 1 nl / 632. an. Cliff'' d2B 40,F r 1 204 f f' 1 5a5.1371Y 839.39 39. 4> Symbol Label Image QuantitySchedule Lamps Per Lamp Factor 4 Lithonia Lighting ESX1 LED P3 40K R3 ESX LED Area Luminaire Size 1 P3 Lumen 1 20658 0.95 146.35 Package 4000K CCT Type R3 Distribution A G� Max: 11334cd 3 Uthonia Lighting ESX1 LED P3 40K RS ESX LED Area Luminaire Size 1 P3 Lumen 1 21680 0.95 292.7 Package 4000K CCT Type RS Distribution ❑ B 0 Max: 8396cd 40 Spitzer SLASSOA-SOK-4 1 82674 0.95 552.208 °` 0 Max: 15352Dcd LED minaire bui IIe 'Oaa / 51 r 'rr Irmo ....., Introduction The ESX LED area luminalre provides the combination of best product, best price and best delivery. ESX is ideal for one -for -one replacement of HID area lighting and provides up to 76% energy savings, long service life and fast payback. W The ESX1 delivers 8,000 to 25,000lumens allowing it to replace 15M to 40OW HID luminaires. All ESX luminaires feature adjustable light output, providing Height: 2.9'(7.4cm) two light levels from one product, allowing greater flexibility in the field and on distributors' shelves. Weight: 11.2lbs (S.t kg) H All luminaires feature a reversible arm that allows for mounting on both round and square poles. Eight configurations of ESX1 luminaires are stocked in Acuity Brands distribution centers. Ordering Information FINE few 14R m Netn /NIB 150W to 2saw FII11®h 11rRle no 111.100 $in 1103 T IA -ism ESn3®0240BR3MVKTWAMSMOW -Mill 00194111411393112 110277V (5XI U014409 AS M1000 UPAMSODn) M2 '269P66 D0144994818140 type 3 3R-0Oy MI1OF4 MR3MOITIN MS DODD M2 '749P6k 00t91994136364 4" ES111IDN am little Jt 000 146W 110277V ESX7IEDPA40K R561YDLIUPABtSDOIX0 M2 '267W4 0l)1W"JSL8418 TraS W480Y [SKI III) All 40K AS INIAT UPA N50DIDD MJ '216" 0019499483IM3 SIII{ 150W[OPAN em to 1/JD0 "Wa.ADO SOW ira7 I70-7/7Y fSXI IED PI SOK A3MYglUPA IISDDIKO Nl '7M7PUY 0019499/8M555 Ira3 120277Y ESXILLOP4SOKA3MYOL1UPA6L5DDBXOAI2 '269PKI 9N 0019481853I allow E9d 1IDN JSmO I90W JI,000 146W - . type 120171Y f5X1 LEDWSOK AS MYOII UPA Il5 DDB70 N2 '215011111 0019K9M365M Note. Luminera ships aet on hph IawndreDla Io IOWI All luminufea feature adlusilaW. I,phl ohtPut a revertible arm for mourdmD on round and a9uere pores {dnPn9 template 1201 amt deal lin.. rmrah The lumen..t, ul end input are la timem are nommal values Refer to the rurnem tame on page S lot apnnhr values Aru4oMoc OMemIrPONIXYrwP3 AMIM. (4134 Waste, Deunlaron (I(0& UP( IS(WBA ODBXDU I51(w6Awallinalkrl. dplkhfollmfindf,-27OS57 0019499W92826 (5X116U ISXI Morass vdeltridd. sari Maus '27NM 00194995602926 Nofe Ac,lelso les arc om. ed, am shipped saMralely from lh• linewaife. f(/TNON/A One Larro,.. Way • Convera. cavI.9•s 3W4 • Phone 180070SSERJ 03783 A L147H"NO 0 ]021 AcoW B,srvla %.,teeny hr All n,01 evs,wd CONMOICI4 CAJTD<XOB L4hb Van AaRI L® Mir OIW42 Pap 1 014 ALL STAR SERIES as . �tzer COYYERCIAL 1 1wDVE7R14L Tvpr' fixture., TECHNICAL DATA PRODUCT AS -UK AS-700L AS-8501. AS-IML WATTAGE 30OW 45OW 55OW 75OW LUMENS 50.00DLM 70.000LM 85,000LM 100,000LM EFFICACY UP TO 160 LM/W CCT 4000K,SDOOK,5700K VOLTAGE 120-277Vr277.480V RATING IP66 CONTROL 0-10V,WIRELESS CONTROL CRI 70 L70 LIFESPAN OVER 150.000 HRS DISTRIBUTION NEMA 2. NEMA 3, NEMA 4, NEMA 5 EPA- - 1.56 SO/FT SURGE PROTECTION 20 KV / W KA WORKINGTEMP 411 f-122'F DESCRIPTION N TEMM USE Superior high output, high efficiency sports and recreational I. ED area Multiple types of outdoor and nldoor sport venues, ball fields, general and floodlight with a variety of light distribution pattern for dlftererll lighting security lighting applications Cast aluminum housing with thermally Isolated long Ice time driver, 5050 high power LED package engine and deep precision optic delivers law glare and uniformed dlumlnabon unto the target area. ��CTT�tt1r„ NETWORK K((� Y� R%HS f (,,t M,rt:' p READY n`` L14,.1 /IYAOMA.4n ORDERING INFORMATION STANDARDITEM AS-50OL-U-50K-N3-BK OR CUSTOMIZE BL L AS SOOL U 40K N2 DK (Black) Del-IDnrO1f1 AS -SE $kp 411++1 ,.. ., 1001 '_u r.... N .l 50K N3 l.0,' .� 014-(0-10V) AS -MIL 1Almng Lasen Recte=nal D60L-185.WUL, 75JWI 57K --UUKi N4 INLMA41 MC IWxelesscontmll FlnooOghll IOM.•1100,000L 750W1 Nf iNEMA51 -Additional cost and of 1-ad lime an wslonnind fixtures may apply WR • wow xpu'lls ruq cmn 7071mefTNp. Blvd, reveres, of 19711 Sp Polk tlm is avow to pr4np wuhom airs, 4 ' FEDERATED LIGHTING VIRGINIA J Q Q U Fn H Z W 1, W IY Designer FLVA BAP Date 05/6/2022 Scale Not to Scale Drawing No. Summary SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM y�Jo , II�aH S� �'0 612v�21w4 �`ssIONAL ��G MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBNIISSION: 2022.06.28 REVISION: FILE NO. LIGHTING PLAN 18.020 C17 Page 61148 September 2019 Lane Closure Operation with Temporary Traffic Barrier' (Figure_ TTC_-20.2) NOTES Guidance: 1. See Table 6H-5, page 6H-6, for recommended spacing of advance warning signs. 2. SHOULDER CLOSED MI-5a) signs should be used on Limited -Access Highways where there is no opportunity for disabled vehicles to pull off the roadway (see Figure TTC-6). 3. When closing a lane, a PCMS_ should be used in advance of the first warning sign if all of the left side signs cannot be installed.' 4. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure should be provided in feet or miles, as appropriate. 5. An emergency pull -off area should be provided per Section 6G.18 and Temporary Trafflc Control Figure TTC-8. Standard: 6. On divided highways having a median wider than 81, right and left sign assemblies shall be required. 7. Group 2 channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing 0 -35 36 + Speed Limit (mph) 0 -35 36 + 0 -35 1 36 + Transition 20' 1 40' 1 Tmvelway 40' 80' Construction Access 80' 120' Construction access spacing may be increased to this distance, but shall not exceed one access per'/4 mile. 8. For taper lengths, see TTC-19.' 9. See Table 611-6 for barrier transition flare rate.2 When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A4 of Appendix A for clear zone values). 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 centered' in- between the barrier panels along the parallel or tangent sections' approximately 24 inches up from the roadway surface. Guidance: 12. Eradication of existing pavement markings should be as shown in Figure TTC-55. Opton: 13. The barrier shown in this typical application is an example of one method that may be used to close a shoulder and lane' on a long-term project. 14. Lone -term transvere rumble strips may be installed to enhance the work zone see Chapter 6F, Section 6F- 99 paragraph 12 and 13 for installation guidance and spacing.' 1: Revision 1- 41JU2015 2: Revision 2 - 7/1/2018 September 2019 Stationary Operation on a Shoulder (Figure TTC-4.2) Page 6H-15 G20,2 () SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 9 TYPE B OR C NOTE 6 CHANNELIZING - DEVICES SPACING SEE NOTE 7 SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 W21-5aR W21-5bR September 2019 Lane Closure Operation with Temporary Traffic Barrier 1 (Figure TTC-2" O 2 } y 6" LINE BEGINNING m ¢ AT ANGLE BREAK pF OF BARRIER Lu 2 w w w 8" LINE a \ SEE Page 6H-49 500' + G20-2 (V) BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS SEE NOTE 11 O BARRIER DELINEATOR SEE NOTE 11 O GROUP 2 CHANNELIZING DEVICES SEE NOTE 7 O_� , ERADICATE O 200' OF EXISTING PAVEMENT MARKING - GUARDRAIL SEE NOTE 11 % GO SEE NOTE 8 I a Oa ILLUMINATED FLASHING SEE NOTE 11 _ - O AMBES ERNO E 3YPE C SEE EV I�- SHOULDER TAPER I l NOTE 1 tad W4-2R , i OPTIONAL LONG-TERM SEE TRANSVERSE NOTE 1 RUMBLE STRIPS SEE NOTE 14 R4-v7L KEEP i iLAMEEND W9-2L LEFT sEE NOTE1 RIGHT RIGHT uNE y� EAHE W9-3R CLOSED ttosrG HEAD SEE HEAD NOTE 1 ROAD ROAD WORK W20-1 WORK 1 i AHEAD AHEAD PCMS - SEE NOTE 3 -� 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 Page 6H-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES Guidance: 1. Sign spacing distance should be 350L500' where the posted speed limit is 45 mph or less, and 50OL800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of theflagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line ofsight from the graphic flagger symbol sign to the flagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum 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 in of 11 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E.07.' Standard: 4. Portable Temporary Runde Strips (PTRS) shall be used as noted in Section 617.99. 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 6H-5). 6. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.' 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. lion: 8. A SLOW (W21-V 1 O) sign, may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. If the reue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the VMS 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 7TC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). lion: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road Standard:' 14. When used2; three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1- 4n/2015 2: Revision 2 - 911/2019 Page 6H-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-0 Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 81, sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)1), 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 130T-1500'for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. lion: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers ewer ig<ng 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: Taper Length L Speed Limit (mph) Lane Width Feet I Remarks Speed Limit (mph) Lane Width Feet Remarks y 10 11 12 y 10 11 12 25 95 105 115 125 L=S'VJI60 50 450 500 550 600 L=SW 30 135 150 165 180 L=Slw/6o 55 495 550 605 660 L= SW 35 185 205 225 245 L=S'W/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=S'W/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 1770 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 =''/3 L Minimum 7. Channelizing device spacing shall be at the followine: Channelizing Device Spacing Location Spacing peed Limit in LO Location Spacing Speed Limit (mph) Location Spacing Speed Limit mph -35 36 + 0 J5 36 + 0 -35 36 + Transition 20' 40' Trdvelwa An' 1 80' *ConsVudion Access1 80' 1 120' *Construction access spacing may be increased to this distance, but shall not exceed one access er'/. mile. 8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 9. The buffer space length shall be as shown in Table 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- 411/2015 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 xaoa �T avow atl3Htl aoa -- 3NY1 3NO WIN s,sus 319HU ais 01 Vd38d - s Z Ou �Tm m B • 9 S 9'C'Z S310N 336 NOuv1_S a3E1evT=l PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LI'. S40 MPH 10 FEET 41- 55 MPH 15 FEET > 55 MPH 20 FEET PTRS SEE NOTE 4 aaaaa o 0 0 e r + OOS MONSOONu G20-2 (V) 500 ± a 50' - 100' 0 © BUFFER SEE TABLE 6H-3 - 801-420� ROADWAY CENTER LINE PTRS WE NOTE 4 & 14 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100' FLAGGER STATION -SEE NOTES 2, 3, 5 & 6 SEE NOTE 1 wzo-7 L*k -ym SEE / NOTE 1 W3-4 SEE NOTE 10 - SEE NOTE 1 wzo-vzs SEE SEE NOTE 15 NOTE 1 W20-4 SEE NOTE 1 wzo-, 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 PRIMITIVE TRAIL DETAIL C18 SCALE: 1 "=5' 1.5" OF SM-9.5A 2" OF BM-25 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE 2 )ON -SITE PAVEMENT SECTION C18 Not To Scale 6" - 31000 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 375 � l 2 'Lim. 5. RESERVED 425 4R5 PARKING_ I IN 4" 6 15 UQ 11 117-8 NO PARKING LEGEND- GREEN (RETRORER-), WHITE SYMBOL ON BLUE (REfROREFL) BACKGROUND - WHITE (RETROREFL) 'Reduce spacing 50%. **See page 6.31. '**See page 6-2 for arrow design. G a V N AC EC SSIBL _ a F * " R78a G YW If04YlF R7Ab Y/N/SOH. WF A B C 0 E F G H J a I I, 6 ID5 Ay IS Iso S IG Ila1 311® 1G o, la 9 35 d PE ,D I t5G 2® fia Ib I'U,,GAR CAM GPECfgIILN VCN [MG0.S IF6FM1 -GUM IRWORB_MX MNS LEGEND -'MIME IPEIPpIEFI FfINEi GEGBO M0-'MALE IF1PpaAFCIREINFfgECINEI 61IX611JVM-aIIE (PEiPMFFI E61NFi x 4" Wooden Post 6„ Wooden Fence Board DU E DU ER 2" x 4" Rail (typ) X X A. 4" x 4" Steel Columns for Gates e e' 4" x 6" Treated Wooden ° Gate finish to match a •. P . ^ p , buildings e A e CONCRETE PADo CONCRETE PAD''. 11.25' z.20° : ° ° 1 i.25' z.20° eD .. .. a °. � ° .: e•. °. °'. ° e 71 ,-6" Wooden Fence Board x 4' Steel Columns for Gates i 6" x 66" Treated Wooden 1aXefl%sa tp match buildings Concrete Pad s DUMPSTER PAD DETAIL C18 Not To Scale Virginia Department of Transportation Details 201.01 Standard 6" Curb (CG-2) 201.03 Combination 6" Curb & Gutter (CG-6) 203.04 Method of Treatment 303.02 Asphalt Pavement Widening The Standard Drawings contained in the VDOT Road & Bridge Standards are signed and sealed engineering drawings that are copyrighted materials of VDOT and the Commonwealth of Virginia. VDOT's policy is to offer the Standard Drawings in a secure electronic format and each Standard is available on this website. http://www.virginiadot.org/business/locdes/vdot_road_and_bridge_standards.asp SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ssIONAL '5`�Y MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. 18.020 SITE DETAILS & MANTENANCE OF TRAFFIC CJQ i V-] 19, O \ ,a17 30 0 30 60 90 Lt Graphic Scale: 1 "=30' W +W W W TW W W W VV20 W TW W W —W. EXCE 57 S OPE .717 a \ — \ \ •. \ \ TAINTNG—WA-CC MA HEIGHT 6'\ \ \ \ _ — �� 41- TO BE LOCATED OUTSIDE OF—A6SAEMENT u— \ MAX HEIGkiS3.5 ar — \ _ --- / //19 �STlIE GRADE To 502.5-;ONE\ WS Da.TUR4 \ SGHboLv _ % /�/ _ -'�-3UILl�i ING — 11 S 60DiCM ... — \ I / / / / / / / / / 1 I \.A PU#P STATI �5 UILDNGFL ELEVA I P ON PIER \ \® ,\ �iE 1 FOUNDATIONS"/ / 9 \ / }kOo GRADE T0/ 502�NT--W / -- ------ $.. 0 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JY 53 53 52 52 51 51 50 50 49 49 48 48 47 10+00 V W N Q W J W 5 0 5 — _ — — - — W F SCH. 40 PVC — 0 - EX. 6" WATERLINE TO E%. FIRE 53.0 LF Q i - 3" SCH. 4C _ VC 62.7 LF — ANT. W— ASSUMED BASED R. C NTR 5 Q SHALL POTHOLE A D CONFIRM IIL INVERT PRIOR TO NSTALLATON MIN. ly w ®5.8% 0 � w au rn 5 � � w + 0 x x s w N N W 5 0 o z 0 BID 8" SD - 5 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 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 FORCE MAIN PROFILE C22 HORIZ: 1 "=30' VERT: 1 "=10' CENTIM PANEL BN SMALL W TMN A FEMDTE MONITOFING SYSTEM TO BE MONAGED BY A CCNTPACTED PFOFEEEU.AL MIPD 1.1 CtlITRCL PAK1 SUPPORT PME� e GaxouT \ Ipl AIXWATEM ALMM LIGHT BUP 6]6PATOR1 CCHIMIL PANEL ALL PUMPS 'OFF' ELEV. - b 4V jz LTE.. - ..OFT.ABB.ar ... ,--,-- r IMET .1 - MBB... TOP VIEW D]IIOiEIE PID B1 p 6FNEFA— BBBma PAIEL� 0 FRONT VIEW SIDE VIEW 2 SANITARY SEWER PUMP STATION DETAILS 609" 6%V, lisle" 61w, 6944 61N 01i. AIR AIR WeV 490 485 4880 25+040 5 CONTRACTOR SHALL OBTAIN SHOP DRAWINGS FROM VENDOR FOR PUMP ASSEMBLY, GENERATOR, AND CONTROL PANELS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW OF ANY PROPOSED CHANGES AND FINAL APPROVAL OF DRAWINGS PRIOR TO PURCHASE OF PUMP -RELATED EQUIPMENT. (3-WAY) MAC£R MRE IMEFUlEO AILNG DISCFME£ LINE DISCHARGE UNE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM s .s a 3 0.4 12 61Zv(ZGZw� �`ssIONAL �� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. FORCE MAIN PROFILE & SANITARY SEWER PUMP STATION DETAILS C22 Scale: 1 "=5' C22 10+50 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 FORCE MAIN PROFILE C22 HORIZ: 1 "=30' VERT: 1 "=10' CENTIM PANEL BN SMALL W TMN A FEMDTE MONITOFING SYSTEM TO BE MONAGED BY A CCNTPACTED PFOFEEEU.AL MIPD 1.1 CtlITRCL PAK1 SUPPORT PME� e GaxouT \ Ipl AIXWATEM ALMM LIGHT BUP 6]6PATOR1 CCHIMIL PANEL ALL PUMPS 'OFF' ELEV. - b 4V jz LTE.. - ..OFT.ABB.ar ... ,--,-- r IMET .1 - MBB... TOP VIEW D]IIOiEIE PID B1 p 6FNEFA— BBBma PAIEL� 0 FRONT VIEW SIDE VIEW 2 SANITARY SEWER PUMP STATION DETAILS 609" 6%V, lisle" 61w, 6944 61N 01i. AIR AIR WeV 490 485 4880 25+040 5 CONTRACTOR SHALL OBTAIN SHOP DRAWINGS FROM VENDOR FOR PUMP ASSEMBLY, GENERATOR, AND CONTROL PANELS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW OF ANY PROPOSED CHANGES AND FINAL APPROVAL OF DRAWINGS PRIOR TO PURCHASE OF PUMP -RELATED EQUIPMENT. (3-WAY) MAC£R MRE IMEFUlEO AILNG DISCFME£ LINE DISCHARGE UNE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM s .s a 3 0.4 12 61Zv(ZGZw� �`ssIONAL �� MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.06.28 REVISION: FILE NO. FORCE MAIN PROFILE & SANITARY SEWER PUMP STATION DETAILS C22 Scale: 1 "=5' C22 2 PUMP SPECIFICATIONS C23 Scale: N/A Discharge Pipe Information Pipe 1 3" force main Pipe 1 Pipe length (feet) 1500 ft Pipe diameter (inches) 3 in Pipe C-factor 120 Portion of Flow 1 Cross -sectional area (feet) 0.049 ft Hydraulic radius 0.063 ft Suction water surface elevation (A) Suction water surface elevation (B) Discharge water surface elevation Static head (A) Static head (B) 488.00 feet 489.00 feet 490.00 feet 2.0 feet 1.0 feet Daily Average Flowrates Type: Unit: Number of Units: gpd/unit Total(gpd) Grade School w/ Showers per student / staff 468 16 7,488 `day assumed to be 12-hrfor purpose of this analysis. Total 7,488 Daily Peak Flowrates Type: Un it: Number of Units: Daily Average Flow gpd (12-hr) 7,486 Daily Average Flow gpm 10.40 Peaking Factor n/a 2.5 Peak Daily Flow gpm 26.01 Wet Well Sizing Type: Un it: Number of Units: Diameter ft 5 Volume per foot gallons 100 Wet Working Depth It 5.24 Wet Working Volume gallons 5.95 Total Storage gallons 1,422 Pumping Rate gpm 75 Time to Empy minutes 19 Duplex Pump (2 Pumps) I Parameter Ftessure Poe Length, (ft) Poe Dia., (in) Hazen WilliarrsCl-e4f C 1500 3 120 "Piping from pump basin to discharge point Minor Losses Typg Kvalues # Fittings Cate Valve 0.19 0 Flua Valve a/oo 0.86 1 Butterfly Valve 0.4 0 Soving Check Valve 2.5 1 W Bend 0.25 1 45' Bend 0.2 3 22.50 Bend 0.12 0 11.25' Bend 0.06 0 Tee (through) 0.6 0 Tee side out 1.8 0 Qoss hrcu h 0.6 0 Orbs Iside cut 1.8 0 Heduoedlncreaser 0.1 0 Discharoetoar 1 1 System Curve - Head Loss Calculations Flowrake Water Velocity In: Dynamic Losses, It Total Dynamic Head Total Dynamic Head (+20%) gpm cfs Velocity ft/s Minor Losses Pipe Friction Max. Lift ft Min. Lift fk Max. Lift ft Min. Lift ft 0 0 0 0 0 2.00 1.00 2.40 1.20 5 0.01 0.23 0.00 0.21 2.21 1.21 2.66 1.46 10 0.02 0.45 0.01 0.75 2-77 1.77 3.32 2.12 15 0.03 0.68 0.03 1.60 3.63 2.63 4.35 3.15 20 0.04 0.91 0.06 2.72 4.78 3.70 5.73 4.53 25 0.06 1.13 0.09 4.11 6.20 5.20 7.44 6.24 30 0.07 1.36 0.13 5.75 7.09 6.09 9.46 0.26 35 0.08 1.59 0.18 7.65 9.83 8.83 11.80 10.60 40 0.09 1.02 0.24 9.00 12.03 11.03 14.44 13.24 45 0.10 2.04 0.30 12.10 14.40 13.48 17.37 16.17 50 0.11 2.27 0.37 14.80 17.17 16.17 20.60 19.40 55 0.12 2.50 0.45 17.66 20.10 19.10 24.12 22.92 60 0.13 2.72 0.53 20.74 23.27 22.27 27.92 26.72 65 0.14 2.95 0.62 24.05 26.67 25.67 3201. 30.81 70 0.16 3.10 0.72 27.58 30.31 29.31 36.37 35.17 75 0.17 3.40 0.03 31.34 34.17 33.17 41.00 39.80 80 0.18 3.63 0.94 35.31 38.26 37.26 45.91 44.71 85 0.19 3.86 1.07 39.50 42.57 41.57 51.08 49.88 90 0.20 4.08 1.19 43.91 47.10 46.10 56.53 55.33 95 0.21 4.31 1.33 48.53 51.86 50.86 62.23 61.03 100 0.22 1 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) Min oflminute pump rate time 75 gallons 2) 10 minutes pump cycle time ( 3 cycles/hr/pump) 187.5 gallons Dimensions ofsloped portion around base ofwetwell (ft): height= 1.00 width = 1.00 Volume perfootof depth ofwetwell : Volume of storage per ftofheight Depth (ft) Volume (gal) 147 gal/ft 0 0 1 100 2 247 3 394 4 540 5 687 6 834 7 981 8 1128 9 1275 10 1 1422 3 PUMP STATION CALCULATIONS C23 Scale: N/A flow rate into Wet Well Qin= scharge Flow Out of WetWell Qout= imum cycle time between starts Tmin= Storage Volume of Well ghtto start pump ime storage at pump start e to StartPum p from empty e to Empty From Start imum cycle time between starts al Cycle Time les per Day (12 Hours) les per hour cCycles per hour Wet Well 26.01 gpm 75.00 gpm Omin Vmin= I 93.751gal 5.24 ft 723 gal 25.39 min 9.65 min 5.00 min 14.65 min 23.70 cycles/12hr 1.97 cycl/hr 4.10 cycl/hr Minimum Submergence Hx Fd= 0.020 Hx= 0.175 ft Hmin= 4.775 ft 0.058 cfs 0.167 cfs 0.42 hr 0.16 hr 0.08 hr 0.24 hr Pum p settings 1)Bottom ofwet well 488.00 ft 2)Pump Inlet 488.29 ft 2)AII pumps off 488.47 ft 3) Lead pump on 493.24 ft (Condition A) 4) Lag pump on 494.24 ft (Condition B) 5)High Water Alarm 495.24 ft 6)Top ofwet well 498.00 ft SYSTEM & PUMP CURVES C23 Scale: N/A Pump Selection Pump 5 Goulds WS_D4 Series Model: 3888D4 WS30D4 Oder No. WS3012D4 3 " (Solids) 4"Discharge Flange 1-Phase 230V 1750 RPM Max Amps: 21.5 Flow Pump 5 TDH (gpm) TDH (ft) 0 46.00 5 45.50 10 45.00 15 44.50 20 44.00 25 43.75 30 43.50 35 42.88 40 42.25 45 42.13 50 4200. 55 41.50 60 41.00 65 40.63 70 40.25 75 40.13 80 40.00 85 39.50 90 39.00 95 38.75 100 38.50 105 38.25 110 38.00 115 37.75 120 37.50 125 37.00 130 36.50 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1� w� �`ssIONAL ECG MAJOR SITE PLAN AMENDMENT REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMESION: 2022.06.28 REVISION: FILE NO. 18.020 SANITARY SEWER PUMP STATION CALCULATIONS C23