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HomeMy WebLinkAboutSDP202000052 Plan - Revision 2020-10-19 (2)FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING or NEW ,�11.5 x i2n 311.5 TC x i2 311.5 TWx 311.5 BW x >2- X X _C_ -0- T m CHU CHU UGU UGU 0 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 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 SP201800011 approved on September 18, 2019 permitting a private school use on the site 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). 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 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. 3. 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. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. 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. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. 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). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. 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 832,431.6 SF 100.0% Total= 832,431.6 SF (19.11 ac.) PROPOSED Area % Building 24,722 SF 3.0% Pavement 41,913 SF 5.0% Sidewalk 25,726 SF 3.1% Undeveloped 740,070.6 SF 88.9% Total= 832,431.6 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 95 - 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 P Y 9 Y 9 9 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 an error that may exist. P Y Y Y 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 At 17.1-2009. 14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. Trip Generation Use ITE Code Independent Variable (IV) PM In t Out Total In Out Total Private School (K-12) 536 Students - 322 157 101 258 24 31 55 SDP2020-052 TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=1000' 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 OFF -SITE SEWER CONNECTION C11 UTILITY PROFILES C12 WATER MAIN PROFILE C13 ROAD PLAN C14 ROAD PLAN C15 ROAD PLAN C16 LANDSCAPE PLAN C17 LANDSCAPE DETAILS C18 LIGHTING PLAN C19 LIGHTING PLAN C20 LIGHTING DETAILS C21 SITE DETAILS C22 MAINTENANCE OF TRAFFIC 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 IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM f vOJ a Lic. .45183 SSIONAL 8 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020,01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. COVER 18.020 C1 i 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 CHARLOTTESVILLE — RESERVOIR ROAD . pproper 1Development 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; 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 requite 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 includes sheets C 1 — C6 (the "Concept Plan'), attached hereto, as determined by the Director of Board of Supervisors. 0 to construct and operate a private school on Tax Parcels oilmen of28 0stud and 0750otenti l future located on Reservoir Road, with an initial enrollment students, and potential future Planning and Zoning Administrator. To be in general accord with the Concept Plan, development and 4. The applicant must plan, fund, and complete the transportation improvements to Reservoir Road students, and the application is identified as SP20180001 I The Regents School maximum enrollment of the application ti ed use shall reflect the following major elements within the development essential to the design of the shown on the special use permit application materials titled "Reservoir Road Survey for Regents se468 of Charlottesville —Reservoir Road ("SP 2018-11 "); and development, as shown on the Concept Plan: Schoolprepared b Justin M. Shim P.E.of Shim Engineering, dated Jul 12019 prior to the School," y p' P g g' y ' 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 2018-1 1 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 Plans, a Water Protection Ordinance Plan, and all minor technical revisions and clarifications to Condition #2 (now Condition #3) regarding potential future c. 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.; ands each different "Land Use" area; of five years after the date of approval, the special use permit shall be deemed abandoned and the - • WHEREAS, on September 18, 2019, the Albemarle County Board of Supervisors held a duly Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance. 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 noticed public hearing on SP 2018-1 I . referenced in Condition I 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 than 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 tinan 7:45 A.M. (together, "operational changes"), if at the Supervisors hereby approves SP 2018-1 I, subject to the conditions attached hereto. 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 seconds; and Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by vote of six to zero, 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, 20N. 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; end C. The proposed operational changes would not result in any movements increasing by more than 15 —Clerk, Board of County upprvt ors 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 Aye Na segments. Mr. Dill Y 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. McKee[ 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. Randolph Y 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 "fixture 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 RESOLUTION TO APPROVE SPECIAL EXCEPTION FOR SP 18-11 THE REGENTS SCHOOL OF CHARLOTTESVILLE — RESERVOIR ROAD WHEREAS, the Applicant filed a request in conjunction with SP 2018-1 I for a special exception to modify the maximum allowable height of the light poles as required in County Code § 18-13.3 to be increased from 35 feet to 70 feet fora proposed lighted ball field at the proposed school. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared in conjunction with the application and the attachments thereto, including staff's supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County Code §§ 18-4.17.5, 18-33.43, and 18-33.49, the Albemarle County Board of Supervisors hereby approves the special exception as set forth above, subject to the conditions attached hereto, I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a_ Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero,. as recorded below, at a meeting held on September 18, 2019. Nay Mr. Dill Mr. Gallaway Ms. Mallek Ms. McKee) Ms. Palmer Mr. Randolph Clerk, Board of. County Supe k57s 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. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Gl�,Cr o aJ . Lie. .45183 SSAINAL 8 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS C2 Area S Propo! Acade Tota I ) LEGEND LAND USE PROHIBITED USES PERMITTED USES r---_---, 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 p... ...� Academic Woods Area School Buildings and associated uses, Stream restoration, primitive trails, landscaping, i 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-------1 � I 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. — Any primary and secondary uses associated I School Facility Area None with the proposed school use along with any L — — — — — — — J underlying by —right zoning uses School Use Boundary Limits of disturbance for school use Limits of disturbance for school use ,00 .�� other than for those uses permitted in other than for those uses permitted in �/► the academic woods area (see above) the academic woods area (see above) and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be the portion of the academic woods area that is outside of stream buffers and preserved um number of sites for primitive buildings or primitive structures or similar outdoor five (5). The maximum disturbance area of any individual primitive building or primitive r outdoor amenity shall be 500 square feet. The maximum aggregate disturbance area for ive buildings or primitive structures or outdoor amenities shall be 2,500 square feet. primitive structures, and similar outdoor amenities are intended to serve as an accessory and are not intended for use on a daily basis. ection shall be provided from the site to TMP 76-17. The design and location of the fall be finalized during the site plan process. Right —of —Way reservation area shall be reserved for future dedication upon demand by the le or the Virginia Department of Transportation. 7 of the school campus site, as shown on sheet C5, shall be delineated as open space. 80 0 80 160 240 Graphic Scale: 1 "=80' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM a o aJ Lic. .45183 L,', vo sS'IONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS IW vm � �/�v vAvnv A''1mV♦`v" \ v\nv`vvA`v I�������� �V♦�N���tl 'w�-y v� :� � I I \ tI \ •�Ai`\�`AV,�� STEEP SLOPES - PRESERVED LINE BEARING DISTANCE L7 S 08°3652" W 38.34' L2 S 13°5638" W 86.22' L3 S 84`3324" W 112.13' L4 N 69°13'48" W 74.27' L5 N 82°34'45" W 159.00' L6 S 71 °36'50" W 93.96' L 7 S 72 21 '4 7" E 47. 27' L8 S 61 1941 " E 87.07' L9 S 67 04'41 " E 88.45' L70 S 75°20'41 " E 95.00' L 1 1 S 89°35'4 7" E 17 7.73' L 12 N 78 05 19 ' E 81 47' L 13 N 04 14'75 ' W 75.97' L14 N 46 16'47' E 51.35' L 15 N 51 °5656" E 50.34' L16 N 75°57'56" E 54.88' L17 N 75°17'77" E 55.65' L18 N 69°3427' E 56.39' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 39.46' 252.00' 8'58'15" N 41`4739" E 39.41' C2 729.36' 958.00' 7°44'12" N 41'10'38" E 129.26' C3 72.53' 602.00' 6°547 1 " N 48°29'S0' E 7249 C4 166.97' 400.00' 23°55'07" N 63°5426" E 765.76' C5 29.92' 300.00' 5°42'50" N 72°2552" E 29.91' C6 87.40' 300.00' 16'41 '31 " N 77°55' 13" E 87.09' DAM BREAK INUNDATION ZONE \ M 6j L: FAMILY D €�NSIA�/ N F N GLP FAMILY R�SIp Ntl p._ / =N TI A_ / / I `/F v • C.,- 1 'I it G-_ _ /�I �n / r . d ,/ � <,s / I ' z" 1 6m CECI IZIHNSON N/F `\ \ \ I I I 1 o �mf Ol -1 1;? l 1`'Pfr �� DB. 97�, PG. 722 1 el I / \„ UNIVERSITY OF VIRGINIA FOUNDATION I I \ v / _ �sE slN�l / r�n�r F ILITI:,I r I I ♦ TM ESID 1 D.B. 4170, PG 689 ZQNE R1 RESIDENTIAL \� ��+ _� \= � \\/ ),�' / `- \ \- \ \ ♦ IJ SE SIN61�`EAMILY RESIDENTIAL I TM 76 13S ZONE: R1 RESIDENTIAL 5. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM a o aJ Lic. 45183 �� l 011q�'U� ww SSIONAL ��� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO.. 18.020 EXISTING CONDITIONS i=+ I DAM BREAK INUNDATION ZONE /I N IE I DIAVIDARLGV-_-_ - D.Bi. 2690, PG. 1154 / TM 75-61 I / ZONE. R1 �REStD€INTIAj US�: SINGLE FAMILY R SI ENT7�L j rye/F — 1 P A - RICHARD SHRUM / DiB. 2678;-PG-I--199-_ / N .. TMI75-66 ••N AcadeLmic Z�i1NE: R1 RESIDENTIAL m Woods,SE: SI GCE EAMILY RESIQt=NTIALI 2 I Area I i L �F � 1 TON DIIV f I 1 / Di.B. 4415, PG. 7 F -- I 1 OECIL JOHNSON ��----- / TM E D.B. 936, PG. 722 I �,.. L / U 5--f l A' 1 � ZONE' R1 � � 1 TM 76 14 I D.d. 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S'I'#t1v11' 'a Lic. 83 V°A 101110 w� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL 1 _e %® o✓�i�� r AcW oedsic � � �00®®® NEW TREEUN''®®®® � ALBEMARLE COUNTY, VIRGINIA Area SUBMISSION: Z' �v 20 20.01.21 REVISION:00 4 ®, School 2020.04.20 PRELIMINARY ARE 1®®®o®® Buffer � 2020.06.22 1 L® e®s Area 2020.10.19 TT _,� ``® ® �• � I I FILE NO. '0�� 18.020 I SITE PLAN OVERVIEW 50 rNEW 20 FT SANITA6&SEMENT 100 150 1 ®� �.,® ; Graphic cale 1 "=50' C 5 w,, I G \ l 17.�3' ids �c I,l N /F DAVID HARLOW / D.B. 2690, PG. 154 TM 75-61 ZONE: R1 RESIDENTIAL/ USE: SINGLE FAMILY R SI ENTIAL / N /F RICHARD SHRUM / D.B. 2678, PG. 194 / TM 75-60 / ZONE: R1 RESIDENTIAL / JSE: SINGLE FAMILY RESIDENTIAL / N /F / TON DINH D.B. 4415, PG. 7 / TM 75-61 A ZONE: R1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL OHU _ 0HD —Pi20P0 RIGHT OF WAY DEAD CA�+BN\ GHD— DHD -T - _ SHIMP ENGINEERING2 LAND PLANNING -PROJECT MANAGEMENT R-i r�==� School Buffer Area I r r � N � �r N � FT minim( +�+ setback fro preserved slc 0 SrFF,o moo`+ +` 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o a�J Lic. 45183 � I�'�Iw w� `S'SIONAL E�� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. SITE PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 "=30' C6 H 3G. 7 1A IDENTIAL RESIDENTIAL �- OHU - OHU v 70 1 32 E Doi Buffer Area OHU-- OH USL. - OHU - OHU- OHU - OHU OHU OHU - OHU - OHU -� I I I I I 1 1 N A ♦ A � I Academic STEEP SLOPES —.PRESERVED 1 1 N 45002144" E 264.31 ' 00 00 � 7 / ,` i /` . 000' 30 0 30 60 90 Graphic Scale: 1 "=30' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o U J Y Lic. .45183 SSIONAL E� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. SITE PLAN 18.020 C7 1 \ -77 -3 - _ � � �� 1 X / ----- DAM BREAK INUNDATION ZONE I �- rrr I-- 1 � I --I— J� -A' - i F \ — � 1 / I , I _ / I I I I t _ � 'PRO WAY DEDITCATiQN -V - - __ ` _ -3 SHIM I-'�-��ENGINEERING2. LAND PLANNING -PROJECT MANAGEMENT - I 912 E. 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N O z dd 'oo kDcD _q_ � z` -> X�GEi.AD 15" HOPE lg-2-007-r� Z)v - — o> -> _z Z 1�+00 10+50 11+00 11+50 5 STORM SEWER PROFILE BO—B4 C11 HORZ: 1"=30' VERT: 1 "=10' A3a 12+UQ 0 - ❑s `o X. GRADE _- 1 a U o o— — — — — — — i — — — — — — — — — — — 0 + N --ROP. ao GRADE z F- yr z r- to -- 204.85LF - 5" HOPE (c 1507 - m Lo N N tf] r N ,n o z 0 - > z 10+50 11+00 11+50 Z 7 STORM SEWER PROFILE A3—A3a C11 HORZ:1"=30' VERT: 1 "=10' I LTVV, 12+ 535 530 525 520 515 510 5585 12+50 510 50 50 ri 505 500 495 490 485 480 475 470 465 4660 13+04Q 5 22+00 22+50 23+00 23+50 AO Al A2 53 530 525 520 515 510 505 500 495 490 485 480 47 24+00 A3 510 505 500 495 490 485 480 4475 17+50 18+o070 A4 51 51 S Z O � Q N 505w wjTm zN� 125. C GL 49 535 530 525 520 515 510 2 STORM PROFILE A4—A4a C11 HORZ: 1"=30' VERT: 1 "=10' F�1 . 0 N S r Qv- OLF— f �_ oF z - v) Lo rn F — - z - 10+50 11+00 W m STORM PROFILE Al —A1 x Z z \ C11 /HORZ: 1"=30' VERT: 1"=10' m ADE _ - X_ G _ 30 _ o » + �f - o tO n + N N. _ �GRADEz m.� 3 w�. CL - D-v�-I I N o W z wo¢� O Q -z _ 5 DID / @ 3.45% Nov n — I- — �_ o> F yr - E ® 5.857- m N �n. -- - 53:40LF - l5l' @. 2.00 HOPE r7 rh z 3 = �� � � o -o+- �n z u') o - > - _ - wow z� - - _... 1-4 IN E 0% mn >z z >_ z So 0 o ao 69.710 0 - 7p n z_ > -o >a Z - b8.27LF - 24" HOPE K➢ 1 507 ©7 co ro_ Pr' m - -_.-1 a r- o z .- - z- 10+00 10+50 11+00 6 STORM SEWER PROFILE AO—A5 lkQC11 HORZ: 1"=30' VERT: 1"=10' 11+50 12+00 12+50 13+00 535 530 525 520 515 510 505 500 495 490 485 480 4 5 1 A10 A.I D. HI C A10 Saw+ _ 3 Z 0 roai oa �> >z -- o m 51 �+ o.N. d z��a -- — —� EX,RAL3 51 Z o_ \ / m o �C o n o - .- o \ - n �`" 50 v1F r n+ \ r ^+ r n-+ I -mN _-- �. o= a A o= a a 50 wol wol- wo z H In z ti V) z F--u) G 49 — -- - 88.01 LF 15" HOPE 1...9 — - La 1+DPE of of - 88.OLLF - 15" HOPE : 1. 00% t� oa h o� rri. PE ® 1.00% ,.�.,..�-- m ,143LF ® 0.99% � 49 185.60LF - 15" H o m m rn.�-°� F. 0 a� 0 - pp 10+50 11+00 11+50 zo 12+00 O 13+00 13+50 14+00 14+54Q >12+50 z z STORM SEWER PROFILE Al—A1d Zz zz z Z - \C11 HORZ: 1"-30' 515 510 505 500 495 0 1+5e SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u J STttIVI-l' a Lic. .45183 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. UTILITY PROFILES C11 555 550 545 540 535 530 525 520 515 all WATER MAIN PROFILE C12 HORZ: 1"=30' VERT: 1 "=10' 555 550 545 540 535 530 525 520 515 �d 30 0 30 60 90 Graphic Scale: 1 "=30' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I JJTs/ Lic.A� ss FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. WATER MAIN PROFILE CT2 I I N/E I CECIL JOHNSON D.B. 936, PG, 722 1 � IAL TM 76-14 ZQZNE: R1 RESIDENTIAL. SE: IN-G<E FAMILY RESIDENTIAL //RI�Hy--�' F W Y RESERW Pd L 1 \ 1 � 9 i / 1+ 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 48�'+50 \ \ \ (71 \ C) � I I � I / BETA G / MAX HEI i j HORIZONTAL CURVE #2 N /F R=4148. UNIVERSITY OF VIRGINIA FOUNDATI D.B. 4170, PG, 689 TM 76-13B voOr &,� R1 RESIDENTIAL tSCRIPTIVE SE: SINGLE F,�`�MH7 t�p F'i-wixESIDENTIA ROAD (TYP) \ BU \ \ I 0 (SHOULDER \ +0 0 MA 2:1 SLOPE 11 II HORIZONTAL �� \ HORIZONTAL \ CURVE # 1 I I ( I / \ \ \ CURVE 2A I R=1264' 1 I I "NO ARK(0 FI E �� \ \\ \\ \ R_7 #3 SIGHT DISTANCE (35 MPH) SDR: 390' p LAN SIG S OR YELLOW _� \ \ 9' - � \ \ 1 I I I •,PAI ON URB % // 24 \\ \�\ \� \\ 26 \\ ��� ���\\ \ \ 50; V A\� \\� \� - -- S \� 'A00 \� / I FF ^ 51 s 70 '19 �' ; I I , 22 \ \ o II I I I II I �8 I II i I 'PARK( FIRE- \ - 7 18 I LA �" SIGN R YELLOW, - - L / PA NT ON C R 20 \ UTCD R7-8 SIGN W/ 22 I I R7-8a PLACARD (TYP) III / z16 °� n6 m I 2 •RISF, S e I I I \ �_ 0 7 f fj t SER a re 7 yORi , 1 \ OAR o y; \ C \ \ 00 \VC1 \v �V �\ yVA� / / --_� — v ` NN L —SIGHT DISTANCE (35 MPH) SDL: 390 \\ — v �\ v vv• v \ v 'E� • • 30 •• 90 Graphic• • NW .-O) 005 a�N pni 7� a�«1 - PVI STA. 17+82.00 f w L d>il > > PVI ELEV. 547.52 > d a a N w J w 1 35-ODVC - w v� w w w 1 55.485D u; w UU UU UU > > = > > >> > > o_ > > > > "- 2 PVI STA. 12+57.00 a °- PVI STA. 15+65.19 a d d PVI STA. 17+73.86 ovA ri ry 4A 7 7n _ I487.4VCV V .-25L1 GOVC 24.52VC - 47 .BSK=V.ot -fro-#BME-Vv1 1 2 6.33SD II .00K-Val CREST !77�. C�-.ES�_L. ... 4-5-- — CRIES STA. CREST ELEV.545.92 - - ROP. GRADE I _ fX GRADE 1 I: — j - — - a I - - — N .I.— 4 ] o s v Lf) - z L0 I l u 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 U J STttIVI-l' a L1C. 45183 SSIONAL E� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. ROAD PLAN 30 0 30 60 90 Graphic Scale: 1 "=30' Ct3 4 In O PVI STA. 1 7+82.00 N PVI ELEV. 547.52 135.00VC a 155.48SD vow vow > a cnw 1 7e�l<-,1,1 ss PVI STA. 17+73.86 55 PVI ELEV. 547.70 -52VC-- — — 1 6.33SD 2 .00K—Wol — LEV, h6..65 2 If —ROP. GRADE - R g0yy EX: G - s N 17+50 18+00 18+50 19+00 PVI STA. 20+00.00 m 19+50 20+00 20+50 O O 0 Otp ON ON +° N N N t~/lw INw Nw ss » ss n a s a s PVI STA. 21+47.00 a s PV1 ELEV. 540.50 9Q.DD .0 w - 70.25K Vo+ -a PVI STA. 21+56.01. PVI ELEV. 539.10 87.15VC 1 s6.s7s _ 2 9.03K-Val X. GRADE - _ CRES.TSTA21+42.4 - — €ST-€L-EV-5-39.52 CREST STA.21+32.5 CREST F1 51537-%— --- ----- ROP.-GRADE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT O M n 912 E. HIGH ST. 434.227.5140 + N + o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM N N N W Q Q W O r] m `R a L'iL'' a PVI STA. 25+10.00 a s N N �n PVI El FV. 526.90 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+5025+00 25+50 26+00 26+50 30 0 30 60 90 Graphic Scale: 1 "=30' U jmmTSTtt1V1-l' a L1C. .45I83 sstoxAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. 18.020 ROAD PLAN C14 JJJ 550 545 540 535 530 525 520 s1 s I _ 3.5FT - 390. HEIGHT OF OBJECT - F1- S1GH SDR — 4W . EX- .GRAD 90 FT 51GHj - - -- - — - - �NGE_ SFT Ex — — GRADE - - BRAD - _ - 0F 4-44 Ew ----GRADE 10+00 10+50 11+00 11+50 1 SIGHT DISTANCE RIGHT PROFILE C15 HORZ:1"=30' VERT: 1 "=10' 10+00 10+50 11+00 2 SIGHT DISTANCE LEFT PROFILE C15 HORZ: 1"=30' VERT: 1 "=10' 11+50 12+00 12+00 12+50 12+50 13+00 13+00 13+50 13+50 555 550 545 540 535 530 525 520 s15 14+00 540 530 w4i 520 515 510 505 500 495 490 485 480 14+00 cWIRAID ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 N CHARLOTTESVILLE VA, 22992 JUSTIN@SHIMP-ENGINEERING.COM + iv �n �n 0 o Icn W N (f? O1 I— 00 h N + O N 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 555 W4 545 540 535 530 525 520 515 510 505 500 495 490 485 30+54b0 U J7V,vlox 5T )V, a 13 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. ROAD PLAN ■■■■■ 51. 0 / D.B. TM 75-60 ZONE: R1 RESIDENTIAL / USE: SINGLE FAMILY RESIDENTIAL / e y i I ' I N /F I TON DINH I I LANDSCAPE SCHEDULE Total Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Height (ft) Canopy Total Canopy SF in 10 Yrs Large Shade Tree Fagus grandifolia American Beech 1°-14" 23 20 227 4994 Large Shade Tree Querus bicolor Swamp White Oak 2j" 9 31 299 2691 F Large Shade Tree Tilia tomentoso "Green Mountain" 2�" 10 25 276 2760 "Green Mountain" Silver Linden Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4`-5' Ht. 44 25 123 5412 Q Ornamental Tree Cornus florido Flowering Dogwood 6-7' Ht. 16 17 124 1984 OOrnamental Tree Cercis canadensis. Eastern Redbud 6-7' Ht. 14 17 124 1736 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" 34 6 23 782 Broadleaved Evergreen Shrub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 divaricatus " II I Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPYI 22,665 SF NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy N/F D.B. 4415, PG. 7 1 CECIL JOHNSON TM 75-61A D.B. 936, PG. 722 I UNIVER51 ZONE: R1 RESIDENTIAL I TM 76-14 I D.B. 41 / USE: SINGLE FAMILY RESIDENTIAL ZQiNE R1 RESIDENTIAL TM 76-1.5b I USE: SIN'G<E FAMILY RESIDENTIAL I ZONE: R1 RESIDENTIAL_ �� `�\\\ \ \� \ / \ \\\\ ✓ i I ` _ \ \ \ ► USE: SINGLE FAMILY RESIDENTIAL S�REEf INIG a _ 6� —— a, I — \v\ vV A \\ \ a SHouLDER 2:1 SLOPE ,71� ..�� +' \ / / \ ss o - v..�4B / C5GYMNASIUIM v v v , d / i / I 22 �1z„\ LOW MAINTENANCE cl : sY v v GROUNb COVER AL I, ,I v. I �.� i i/ / A I o 0 1 I I _/ 1 / ® V _ EX SLOES 3:1 / / /� \ STEEP R — \ ® \ k \ ✓ \\ \r \ \\ IAPLE i / ♦ \` . s EXIST W \ y THE E v I \ P IN / 20 --i LL I LOCK 98 — — v A zo —�W v y. w w --w mow- w —w —w —w w w —w —w - LOCKER`------ L\— ' : ! PLAZA \ . , `..' .. � � ` ' Li' ✓; ./" . \ \ "` .: ..:. " .,.,, �� ♦ / o / s De o LOCKER — \ — — — — ) � ROOM � -� � \ - C SR!)i 1 ASS HOM ��i � I __ \C2 \ _ -_ ADMINISTRATIVE \ = = REGENTS - - / / - }` % K \ \ ` \ \ \ \ �J ` ♦; - `� - - �'. o h ARE PaOTETION FENCI (T, �v-_-_JLDING _ - _ / - T _ --- �- P INE— �� ---- `_ �— ♦ - OAE. �_�_�_� — �p R� �c+ �000 �� li-. 'NI i; � V �� �• `•-_ V // -- -- / '•Y�yM/ �OPL . C� PL��MAPLfV 2" / F I — — � 2\^- -T-t MAPLE l s1ERR� A,. �. MA Le� ioAA \ / S / - - cLn�SSRooM / \ - - ,e..A I I � fr. ---�.,s' :✓ —/V �y-H - x. is B,.A\ l V `x- x 1. — _` �� ---\. I— I �1 1 �Ju{L.. 15" _AR ICK@♦?" �. - _ A ♦ - - ' - ECH \` MAPLE K \ - \ UqK P 1�' `- Cl // \ \ -_- - ) ♦ _ ---- � \ � \ o ,s x \ � p — — � SSRp'OM `�,:. hEE PRO, `FY � � \ x \ \ 6" x,: M E HICKOk 'X \ \� - PSSR M \ \ \ - - - - `// - - \1� � i i \. \ ABLE-:.., i. x. 6" K Vow -�LEI ppM � / / � �Y \ �� - - - - - 4\ � _ ��� � -♦� K .1z" O ` \ i c� / `per / r \ — -- ------ �� E \ I / M � E TECTION FENCING ) EX, 12" E x. 1 oA \ I cvp55 // / -- \\\-------- -- \+----aewAR 6,. L ELAS5B0 --M / / // \ \ — — <_ — / PL \ \ POPLA — — — — `- &� �— +�-------` �� — ,. / 1 \ \. �,-airy/KORr 1 'IU-PSSR� /Iy�`A/)/Itll / �/ — — _`�\�Q. `=— \ X. 8:. €;: IAK /'1x I .- I__y^---�/ � APLE \ oA / — ` —\ M nm / ..-)A.11 1 \ — — — — _— — — ` ` — \ +\.++ 1 \ e4 \ X. d' \ 2"/ — \ \ \ \ \ OLASSRO i / oM / % / / / / \ — \ \AK \ \OAK �\ POPLAR f\ xE 12 42,. r\ /` \ \ \ \ / SSRppM i / l / / / \ \ \ -- / - H M PLEA — M PL� \ \ / ----_ — evP / / / \ 9Q _ - f�_ \ \I �A_K� OAK �� v v A V vv \ v A �- �EXISTINGSREES TO -REM' IRF-v ��� / / -- _ 000� v , _-- T \ \ I �+ �� Ex- AK� \ \ \ \ \ \\+� _+` PINE `.�\ \ HICK°:: ---- \ I \ \ \ \\-- — — ` / �� / \ NEW TRZEUNE \ / � / 04, or 00 000 \00, \zzS \ \ \ \ A \ / f ax -- — — ��//1000- 00 �r'b'-�L_ ��_ A A-A�. ��A � A V 1 �'.C4i ••V��v _ "l _�v � -- � '1 �. A \ ��� •/\ __ _-/ / ------ �. �-�� _- / � /, i i /..��a3/ , F� 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 Y J Lic. 45183 `S'SIONAL E� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. LANDSCAPE PLAN 18.020 C16 LANDSCAPE SCHEDULE Total Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Height (ft) Canopy Total Canopy SE in 10 Yrs d Large Shade Tree Fagus grandifolia American Beech 12"-14" 23 20 227 4994 Large Shade Tree Querus bicolor Swamp White Oak 22" 9 31 299 2691 r •.e Large Shade Tree Tilia tomentosa "Green Mountain" 1= 2z 10 25 276 2760 Green Mountain Silver Linden Screening Evergreen Cryptomeria japonica Cryptomeria Yoshino 4'— 5Ht. 44 25 123 5412 Yoshino Ornamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 16 17 124 1984 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 14 17 124 1736 Ornamental Tree Prunus tella Weeping Cherry 6-7' Ht. 10 15 77 770 la Rosa' Pendula Rosa Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24-36 6 7 16 96 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 34 6 23 782 Broadleaved Evergreen Shrub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 divaricatus 1 ,I, Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 22,665 SF NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy 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. SET SHRUB PLUMB. TOP OF ROOTBAI SHALL NOT BE MORE THAN V ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 113 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE muningres r_i_1SHRUB PLANTING DETAIL C� Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIN 1-1/2" SQ. OAK ST SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, PLA SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL CD Ln CD i� im 3.38 FENCING AND A BOARD FENCE ORINC CORD FENCE POW PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING ." 00 TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8) SITE AREA: SITE AREA: CANOPY REQUIRED: CANOPY PROVIDED: ACADEMIC WOODS AREA: 10% CANOPY REQUIRED. 832431.6 SF 832431.6 SF x 10% = 83,243.2 SF 83,243.2 SF 22665 SF +260924.4 SF 366,832.6 SF PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (W-1 j" MIN. CAL.) 50' O.C. PARALLEL TO ROAD REQUIRED: RESERVOIR ROAD — 999 LF/ 50 = 19 TREES PROVIDED: 22 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. Comity of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-294-111-297 for complete specifications) 1. The followinel l.Isball be shown on the plan: ❑ Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); LI Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. :Maritimes: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators_. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: m Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauinment Operation and Storage: ® Ileavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the ftlines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: LI Such devices shall not adversely affect trees to he saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Id Toxic materials shaD not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® 'Frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Id Fencing shall be in place and shall be inspected and approved by aCounty Inspector prior to grading or construction. 9. Tree Wells: LJ When the ground level must be raised within the dripline of atree'to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling; ❑ When trenching is required within the limits of clearing; it shall be done as far awayfrom the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees, ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. :FT IS THE, DEVELOPF,:SPONSIVILI TOQCOiJ ERR WITH THE CONTRACTOR ON TREE CONSERVATION_ n (DATE) 5/1/06 Page 1 of 1 NSERVATION PLAN CHECKLIST SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O U J Y Lic. 45183 101 SSIONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. 18.020 LANDSCAPE DETAILS 2 TREE PLANTING DETAIL C17 Not To Scale C17 r_i_1SHRUB PLANTING DETAIL C� Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIN 1-1/2" SQ. OAK ST SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, PLA SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL CD Ln CD i� im 3.38 FENCING AND A BOARD FENCE ORINC CORD FENCE POW PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING ." 00 TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8) SITE AREA: SITE AREA: CANOPY REQUIRED: CANOPY PROVIDED: ACADEMIC WOODS AREA: 10% CANOPY REQUIRED. 832431.6 SF 832431.6 SF x 10% = 83,243.2 SF 83,243.2 SF 22665 SF +260924.4 SF 366,832.6 SF PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (W-1 j" MIN. CAL.) 50' O.C. PARALLEL TO ROAD REQUIRED: RESERVOIR ROAD — 999 LF/ 50 = 19 TREES PROVIDED: 22 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. Comity of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-294-111-297 for complete specifications) 1. The followinel l.Isball be shown on the plan: ❑ Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); LI Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. :Maritimes: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators_. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: m Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauinment Operation and Storage: ® Ileavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the ftlines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: LI Such devices shall not adversely affect trees to he saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Id Toxic materials shaD not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® 'Frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Id Fencing shall be in place and shall be inspected and approved by aCounty Inspector prior to grading or construction. 9. Tree Wells: LJ When the ground level must be raised within the dripline of atree'to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling; ❑ When trenching is required within the limits of clearing; it shall be done as far awayfrom the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees, ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. :FT IS THE, DEVELOPF,:SPONSIVILI TOQCOiJ ERR WITH THE CONTRACTOR ON TREE CONSERVATION_ n (DATE) 5/1/06 Page 1 of 1 NSERVATION PLAN CHECKLIST SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O U J Y Lic. 45183 101 SSIONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. 18.020 LANDSCAPE DETAILS 2 TREE PLANTING DETAIL C17 Not To Scale C17 Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number Lamps Lumens Per Lamp Light Loss Factor Wattage ❑ A 12 BEGA Converted by LUMCat V 10.06.2015/H.R. 99523 LED 927 4W 99523_BEGA IES.IES 1 Absolute 1 106 ❑ Notes: 1. Parking lot lights to be mounted at 20 ft. 2. The maximum permissible height of the poles supporting outdoor luminaires at the athletic field (not shown) is 70 feet. 3. Outdoor lighting of the athletic field shall not continue past 10:00 p.m. RIGHT ! LINE LED pole -top luminaires - Asymmetrical light distribution Application LED pole -top luminaire with asymmetrical light distribution designed for the Illumination of parking areas and roadways. Tool -less entry with hinged door for ease of maintenance. Provided with slip fitter to fit 3" O.D. poles. Materials Luminaire housing and pole fitter constructed of die-cast marine grade, copper free (s 0.3% copper content) A360.0 aluminum alloy Clear safety glass wlth anti -reflective coating for increased transmission Reflector made of pure anodized aluminum Silicone applied roboticaly to casting, plasma treated for Increased adhesion High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for wet locations Protection class IP66 Weight: 19.0 lbs. EPA (Effective projection area): 0.75 sq. ft. Electrical Operating voltage 120-277VAG Minimum start temperature -300 C LED module wattage 92A W System wattage 106.0 W Controllability 0-10V dimmable Color rendering index Ra> 80 Luminaire lumens 9,454 lumens (3000K) Lifetime at Ta=150C >500.000 h(L70) L[Wime at Ta=3500 308,000 h (L70) LED color temperature 4000K - Product number + K4 3500K - Product number + K35 3000K - Product number + K3 2700K - Product number+ K27 BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see webslte for details Finish All BEGA standard finishes are matte, textured polyester powder coat with minimum 3 mil thickness. Available colors Black (BLK) White (WI-M RAL: Bronze (BRZ) Silver (SLV) CUS: Ret a rrierMed for use with 30' W 35' poles BEGA Type: BEGA Product: 99523K3 Project: Modified: SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u Lic. 45183 -sSIlIATAT. �'l Available Accessories Oil Internal motion sensor - 8' mouting height Oil Internal motion sensor - 20' mouting height Hill Internal motion sensor - 40' mouting height - narrow 111i Internal motion sensor - 40' mouting height - wide FSIR-100 Configuration tool FINAL SITE DEVELOPMENT PLAN See individual accessory spec sheet for details. BEGA 1000 BEGA Way, Carpinteria, CA 93013 (8DS) 684-0533 infoGbega-us.com D. to tivdynemic r.N 01 i9Ml,p Wg WA,t gftpe atetl rWit.obyKf, W.Irske aeb on W, OM Is wbitWt to aM1e,pe st We alxnllm o1 BEGOk NaM Pmerbe. For Ma moel current w,Wm1 l aWt, piwoW Wtorw beer-us.t,om ompyri,ld BED 2018 Update 01A Me REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. LIGHTING PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 r'= Regents School Of Charlottesville Atheltic Field O altaltmadl hVA Lighting System Pole I Fixture Summary IIIIII�IIIIIII�IIIIII�© Ill�lll� II_-0' © II,�IIIIIIILtl1 Circuit Summary I11�7tI111� Light Level Summary Cal<ula0on Gria Summary m�m000�oo mllnlln®moo �000®" I�IIIIIIILti0' Om�011l€2i®�00 ENGINEEREDDESIGN By: Brayton Carter File R200947A- 03-Sep-20 EQUIPMENT LIST FOR AREAS SHOWN ®Illllllll,llllg)♦' III1�' III®III' 'r scut'_INFEFTt he, Ftlemmn(51 �BmenYlwx«Iatlw 1 pp«ban« 120' na ENGINEEREDDESIGN By: Brayton Carter File R200947A- 03-Sep-20 From Hometown to Professional CCXDO murmcm We Make It Happen swmilpwy.uc ®+eainsozo momupure; ui. wM� Regents School Of Charlottesville Atheltic Field Gedotteev111e,VA Name: temperature b .ena: W.G NeIBNn 3damvepeae NOeIat.LfO 00M � ErNre dd Son Average:=92 Mwmum: 0.4G Minimum: aW No. dl Polnea:' 33D WraNAmEimoaealaN APVIIea Cmulr:. A "wall 011 Toraltwm' 23.36MN Gua«meta Mmmanm: hx luuMIWRN)x aemlmtl above IL gua«nttttl per anu[ Mram Vhmme amYment. Ndtl Meamrel intex: Ieaddernmklam wM erlhmrywryfiom e0mmeer�pl[ukted preal[IblrcaMshauM berkn In aumaenn wlu IESXn gps-1s. ElectN l tLrm Nepul«m Mn Rehrto Ammrage Oraw CFer antl)prihe "Motto Wnbnl s¢aem$ummary" keelearl[al YtlnO mar.- on 'aUmmu:.....a hart eun Iwl 1.1" ct,mnm) at nma I., ant atmnoraa IOmIM wIMIn3 hN(]ml oldeygn m[mlran . 0000 murmcin We Make It Happen Ma m o-.Nam,me N wire. m e, A3Ewe or— ae^, m nme� ¢Yikleaq LLG®e001.AA M®epr urn"i ! LC EQUIPMENT LIST FOR AREAS SHOWN ®®IIIII�IIII�III�®®III sl 1 — Sr —. .S2 �R 30 35 35 37 36 , 36 37 35 35 37 .33 33 37 35 30 32I 29 29, 32 30 30 32 2 29 32 30 35 37 33 33 37 35 35 37 36 3 37 35 35 130 33 37 49 33 o 9 3 33 3 7 37 33 33 37 33 on 29 33 .30 35 35 30 R� SCAIEINFEETt:]0 —M��— p ee ENGINEEREDDESIGN By: Brayton Carter -File 920D947A- 03-Sep-20 _y � piwtlanb ®IYmeroiamm«bW. OA mhtmmmmdal QD Regents School Of Charlottesville Atheltic Field CriaaoMFvllle,VA Name: Seer Aa: 30a Ior xo0r sparing: 309'300' HeIgM'. 3d abm2gratle rin« Gak GWMn 3Y 5[an Ave. a,..r.rage: 33.09 Maximum. 37 Minimum'. 29 Avg/ Min'. 1,14 Llvanreea Min: r.I Man/Min', 111 OG ImPant GCU 01 O.JB Ho. of Points: Ee [YMix.remi e!Crmun,IraN Applletl C-I— A Ne. etWMiulm: M GUMenkea Pened,no, The ILL11MINATON en[TEM abovelndoemeee per ypur Mr¢m Wmdriaamra, vMInNutles a099 de, eeweganonrarem aMe M(Eu2mated ed NtlWl fkkmKfuRmeMn may wry hem mnp don. .'.rated p.MorLant aneuW bevaen m arrow ant wun IEsxA gas.ss. ElMriml Sryhm geeulmmeme: Refer to Ampenae Draw CFart and/or the -Mu a Common Salim summary' for elecolral stong_ IMaIbNYn NpYlremama: Rea te...me 3 3% marn Mal voltage m 11 ne title a the d war and sL.. In[atea w mwI afeet (1ml of dame, Matane. 0000 musfs We Make It Happpann,l m men.ImwY o. wan . a Nmm Bpak l ]nLLq. LL4 ®+%1, 3p]p Mmo.. L }Mp LLG Regents School Of0wola ourville Athelte Field Charlo newille,VA INCLUDES: soon, E4urbl sypem Rqulremema: Paler to Amperage Draw Chort end/orthe 'Mrsw Control start Eumm ory" for ekeWnl...a,. IMellaxon Mamma. P.aults aawme e3% rominal -harm n II to date of be truer aM awttures lounet wIMln 3ke, far of dawn beaNana Pok aWmlruim on Lam+.n e:a Et[vapap YF9!n LD,1 ma a ss H a0 -m' .. ni-teax0 '3_ r. salleaasmtlauNat WeAmprege.Mwminrin Sn81e PFa eVelrage Be � st $ I, Soccer _ 7 ]W'n 1g0 84� S3 8 occo mus V [' SCAIEINEEETt: 200 emmmnNl. ®IpmerNlat,re«Xpw OA mhmnmmMdal We Make It Happen. 11 300' tar ENGINEEREDDESIGN By: Brayton Carter -File 4200947A- 03-Sep-20 mpm1mmy�u`�.11.1 e1.1t msoomignmp.uc. aMmm EQUIPMENTa SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM cIN Q U J 9 L'c. 45183 SSIONAL E� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. LIGHTING PLAN 18.020 C19 25A0 M f (has 0 in 26.001n (660 mm) F , , OD 24.00In (610 Man h Luminaire Data Weight (luminaire) 45lb (20 kg) UL listing number E338094 ULlisted for USA /Canada UL1598CSA-C222 No250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminaire IP65 Material and finish Aluminum, powder -coat Wind speed rating (aiming only) 150 mVh (67 m/s) UL, IEC ambient temperature 500C (1220F) rating, luminaire Photometric Characteristics Projected lumen maintenance per IESTM-21-11 L90 (135k) >81,000 h L80 (135k) >81,000 h L70 (13.5k) >81,000 h CIE correlated color temperature 5700 K Color rendering index (CRI) 75 typ, 70 min Lumens' 136,000 Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminalre. US. and foreign parends) Issued and pending • 02019 Musro Sports UgMin4 LLC • RC-LED-1200 5700K 75 CRI • M-2943 an04-3 musco 1 20.00 in (5D8 mm) o 12.00 in (305 mm) 26.00 in (880 mm) 21.50 in (546 mm) _L Luminaire Data Weight (luminaire) 40lb (18 kg) UL listing number E338094 UL listed for USA/Canada UL1598 CSA-C22.2 No250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminaire IP65 Material and finish Aluminum, powder -coat painted Wind speed rating (aiming only) 150 mdh (67 m/s) UL, IEC ambient temperature rating, luminaire 50-C (122eF) Photometric Characteristics Projected lumen maintenance per IESTM-21-11 L90 (13.5k) >81,000 h L80 (135k) >81,000 h L70 (13.5k) >81,000 h CIE correlated color temperature 5700 K Color rendering index (CRI) 75 typ, 70 min Lumens' 89,600 Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminaire. Driver Data Electrical Data Rated wattage' Per driver Per luminaire Number of luminaires per driver Starting (inrush) current Fuse rating UL, IEC ambient temperature rating, electrical components enclosure Ingress protection, electrical components enclosure 1170 W 1170 W 1 <40 A, 256 ps 15A 50-C (122-F) IP54 Efficiency 95% Dimming mode optional Range, energy consumption 14-100% Range, light output 19 —100% Typical Wiring Surge' protection Controller Disconnect , 0l preselrt) I Lt ,-ram Fuse Driver � I _*�L — Luminaire L2* Fuse * If L2 (com) is neutral then not switched or fused. t Not present if Indoor installation. Max operating current per luminaire' 1,26 A 6,98 A 6.60 A 6.31 A 6.05 A 5,24 A 4,18 A 3.82 A 3,63 A 1500 A 3,03 A Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, at stabilized operation in 25"C ambient temperature environment 2) Operating current includes allowance for 0.90 minimum power factor, operating temperature, and LED light source manufacturing tolerances. Notes 1. Use thermal magnetic HID -rated or D-curve circuit breakers. 2. See Musco Control5ystem Summary for circuit information. US. and foreign patents) Issued and pending • 02019 Musro Sports Ughdng. LLC • TLC-LED-12005700K 75 CRI • M-2943-en04-3 musco 2 Driver Data Electrical Data Rated wattage' Per driver 890 W _ Per luminaire 890 W Number of luminaires per driver 1 Starting (inrush) current <40 A, 256 ps Fuse rating 15 A UL IEC ambient temperature rating, electrical components enclosure 500C(1220F) Ingress protection, electrical components enclosure IP54 Efficiency 95% Dimming mode optional Range, energy consumption Range, light output 25 —100% 30 —100% Typical Wiring Surge' protection ------------- Controller j Lt Disconnect Fuse , 1-_saeM) Driver ._ - _ —• I *J� — Luminaire �* Fuse * If L2 (com) Is neutral then not switched or fused. t Not present If indoor installation. Max operating current per 5.50A 5.29A 5.00A 4.78A 4.58A 3.97A 3.17A 2.90A 2.75A 2.65A 2.29A luminaire' Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, at stabilized operation in 25`C ambient temperature environment. 2) Operating current includes allowance for 0.90 minimum power factor, operating temperature, and LED light source manufacturing tolerances. Notes 1. Use thermal magnetic HID -rated or D-curve circuit breakers. 2. See Musco Control System Summary for circuit information. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTrESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O G J Y Lic. .45183 sstoxAL 1� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. 18.020 LIGHTING DETAILS 0000 musco US. and foreign patents) Issued andpending • 02018 Musro Sports Ughting, LLC • RC-LED-900 5700K 75 CRI • M-2628-en044 1 0000 musco 2 US. and foreign patents) Issued and pending • 02018 Musro 5ports Ughtlng, LlC • RC-LED4K05700K 75 CRI • M-2628cnd C20 71/e" 'A SPECIFICATION REFERENCE 105 502 [A. WTE4 4„ 1 '2" RADIUS ' SURF. .a .d BASE .A - CG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE SOTTO OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. R 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREAS SHO APPENDIXEATOF FTHE OR CDOT ROAD 6'ESIIGN MANUAL. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12", EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/y INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT DOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 I/t INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. �� ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC 315 SHEET 1 OF 1 REVISION DATE 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 375 a75 1.5 4E__ 2 RESERVED 2D PARKING_ 2D , ,e 4 6. ae75 3,Mae75 ' t5 .,. 76 25 r012 R7-8 NOPARKING LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) ° Reduce spacing 500/6. **See page 6.31. * **See page 6-2 for arrow design. C 0 1 E VAN F L9ACCCESSIBI. _ N IE A RTM VAN A(]SSSANF VAN ACCESSIBLE R78b VANAfCEy'SNN1 A B C 1 D 1 E E G H J K L 12 5 375 xie 15 15 0 5 ID 1.87I Base 15 18 9 -175 AS225 2D I 150 2![I fi)B( 15 PARKINGAMrATION DIRECTIONAL APPLFA7KN COLORS LEGEND-GREEN(RETROREFECMOR MACK COLORS LECBO -WERE IHETROREFECTNEI BACKGROUND-WHRE (REMOREFTECTNE) BACKGROUND -GLUE (RETROREFLECMEI CO-6 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 4" 2" R ; � OF THE VDOT ROAD DESIGN MANUAL. ' I D T-1„ THE BOTTOM OF THE CURB MID GUTTER MAY BE CONSTRUCTED PARALLEL THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV.9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 - 3 '�AUTOTURN EXHIBIT C21 SCALE: 1 "=30' 4 PRIMITIVE TRAIL DETAIL C21 SCALE: 1 "=5' CTAMn ADn 01Ic An EARTH, MULCH, OR STONE DUST I�5'� PRIMITIVE TRAIL Zp£ NOIIVIHOdSNV81 30 1N3r(18Vd3a VINIDBIA • 01/90 60'401 ££2 .9 • (H) H1d30 Wf1WIXUW :3dld ..O£ - .. K/1 31Va NOISIA3a Z 30 l 133H5 30N3B3d321 13-INI dOz10 e8no OWGNViS S021VONV15 3D01218 ON/ Otl0i1 NOI1tl0131D3d5 10a/�� 8311f)J 1ftOH11M lVDIN13WWA5 3SOVS N9 01 33ISnHaOd eum Ol 1N30Vf 0V S30V80 NO 3sn aoe 03Sf1 N3HM 1M13O I I I ,.0-A ,•. MOl3 � MOIl x MOIL x x 1N3W3Atld 03diNM •- T DC-10 I l I e£-10 T tl£-IO 1N3W3AVd -NddV-_ -•� Sl1b 130 3SON y 'D-O.Z IV 31V1d 1N38 01 03013M ilV3HS on15 .�i X,./ Him a38OHONV 38 Ol SI Oro/ S60103NN00 'O-O,Z IV N081 31ONV 01 ,O£.99 .40 MNV NV NO 1N39 38 01 V 3dAl 803 31V1d 03ZINVAIVO 03013M 80103NNOO LV3H5 ani5 „4 X "y/ 8 3dA1 V 3dA1 'Sa2NONVIS 9-DO I Z-00 H11M 03Sn 3e INHS 1rV13G 3SON a 3dA1 GJZ"E/1 a /I� %Zl a " N 'SOWONV'1S L-03 R £-03 Him a3Sn 38 7-WHS 11V13a 3SON V 3dA1 8-8 N01103S \ 3•IVId IN38.'IXS F n- c H "E/IL - - - 8 3 8OV/ V sdme_y HDV1Idd. 31.29 8311nD a3dWM „ 01 INIOP '1SNOO 03A3)1 � V-V N011335 310N 6S ,'Sd31S I I c +c S'_aV N z 1 .. Lzo we D we '• a SEWS ' I iNior SNO.9 fo3A031 a3il IN0 SN08 NOI1VA313 1NOZI3 3lOH 'D "2 I 8313WVIO ..f 4k N 8 3 SWI3 d swe - - { -------------------- -( t>' NOISNVdX3 O£'8£ Y£-XI 1.5" OF SM-9.5A 2" OF BM-25 - 6" - VDOT #21A BASESTONE ;OMPACTED SUBGRADE 1 SON -SITE PAVEMENT SECTION C21 Not To Scale - 0 - 0 - 0 - 0 - 0 - 0 - 0 - 0 x 6" Bollard 511 - 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 4" Wooden Post 6" Wooden P e, e ' Fence Board e ' 2" x 4" Rail (typ) 4" x 4" Steel Columns for Gates 4" x 6" Treated Wooden Gate finish to match buildings "e ° 0 CONCRETE PAD`e 24' ° . . 7 11 °a ' " ° ' All 1[4'x 6" Wooden Fence Board 4' Steel Columns for Gates " x 6'6" Treated Wooden jr aF�tQ rRatch buildings ncrete Pad 2 )DUMPSTER PAD DETAIL C21 Not To Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM cIN 0 9 U J Lic. .45183 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE NO. SITE DETAILS 18.020 C21 Page 61448 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 (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. I nen 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: 8. For taper lengths, see TTC-19' 9. See Table 6H-6 for barrier transition flare rate.' When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A-4 of Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type 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. Option: 13. The barrier shown in this typical application is an example of one method that may be used to close a shoulder and lane2 on a long-term project 14. ILona-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- 4/1/2015 2: Revision 2 - 7/1/2018 Group 2 channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0.35 36+ 0.Y5 36+ 0-35 36+ Transition Travelway 40' 80' ConsiructionAccess 80' 120' Construction access spacing may be increased to this distance, but shall not exceed one access per Y< mile. September 2019 RIGHT SHOULDER IJ6 CLOSED RIGHT sHouLDER i CLOSED AHEAD ROAD WORK _J6 AHEAD 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 Stationary Operation on a Shoulder (Figure TTC-4.2) September 2019 Lane Closure Operation with Temporary Traffic Barrier (Figure TTC-20.2) mil 0 z } y 6" LINE BEGINNING ¢ AT ANGLE BREAK 2 z w OF BARRIER LuCl. w > 8" LINE a \ SEE NOTE 9 SEE NOTE 8 Page 6H-49 G20-2 (V) 7T7^ 500' - 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 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 O� ® ERADICATE O 200' OF EXISTING PAVEMENT MARKING © - GUARDRAIL SEE NOTE 11 O O Oa ILLUMINATED FLASHING SEE NOTE 11 AMBER ARROW TYPE C SEE NOTE 3 T SEE NOTE 1 I SEE _ NOTE 1 R4-V7L KEEP LEFT SEE _ NOTE RIGHT LANE CLOSED AHEAD SEE NOTE 1 ROAD WORK AHEAD 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 Page 6H-15 END G20-2 (V) ROAD WO 500' + 80'- 120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 9 TYPE B OR C 0 it O SEE NOTE 6 O CHANNELIZING �^ DEVICES SPACING SEE NOTE 7 SEE NOTE 2 RIGHT 1 ♦ SHOULDER W21-5aR TCLOSED SEE NOTE 2 RIGHT SHOOLDER aasro W21-5bR AHEAD SEE NOTE 2 ROAD WORK is W20-1 AHEAD SHOULDER TAPER �® W4-2R OPTIONAL LONG-TERM TRANSVERSE RUMBLE STRIPS! LANE ENDS SEE NOTE 14 i W9-2L MERGE LEFT RIGHT if. LANE W9-3R CLOSED 1_7<g>W20-1 4- PCMS - SEE NOTE 3� Page 6H-14 September 2019 Typical Traffic Control Stadonat Operation on a Shoulder (Figure TTC-4.2) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 81, sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 130W--1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers ewer, ig np from that roadway will encounter another advance warning silo' mior 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: 7. Channelizin device spacing shall be at the following: 11 8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 9. The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 10. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 Taper Length L Speed Limit (mph) Lane Width Feet Remarks Speed Limit (mph) Lane Wldtlt Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=S'W/60 50 450 500 550 600 L=SW 30 135 150 165 180 L=STW/60 55 495 550 605 660 L= SW 35 185 205 225 245 L=S'Vv/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=SZ1N/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.2z Shoulder Taper = Y3 L Minimum Channelizin Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (Mph) Location Spacing Speed Limit m h 0 -35 36 + 0 35 36 + 0 35 36 + Transition 20' 40' Trevelwa 40' 80' 'Construction Access 80' 120' 'Construction access spacing maybe increased to this distance, but shall not exceed one access per Y. mile. Page 6H-54 September 2019 Typical Traffic Control Lune Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flogger symbol sign to the flogger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flogger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of I2 minutes for low volume roadways (less than. 500 vehicles per day). For additional information see Section 6E.07.2 Standard: 4. Portable Temporary Rumle Strips (PTRS) shaft be used as noted in Section 6F.99. 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 6. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6H-0 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. lion: 8. A SLOW (W21-V I0) sign'' may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flogger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the PTRS'should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure 77C-56 for additional information on highway -rail crossings). Standard: 11. At night, flogger stations shall be illuminated, except in emergencies (see Section 6E.08). lion: 12. Cones maybe eliminated when using�ilot 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 flogger is visible to road users approaching from both directions, a single flogger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E� Standard:' 14. When used, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (Rr3-4) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary daring the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (R'20- V26) sign shall also be utilized. 1: Revision 1- 4/1/2015 2: Revision 2 - 911/2019 September 2019 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. Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) 80'- Otl3Htl � AaoM -T atl Dtl3Htl atloa ,T 3NYI 3N0 ar3xr salsa - -- _ �T rrenns dO1S Ol__ _--�T� 038yd3ild 38 ON -1Tm m my • PTRS SPACING - (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT S40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET PTRS SEE NOTE' %aDN Otlaa DNa ROADWAY CENTER LINE mi PTRS SEE NOTE 4 & 14 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 END G20-2 (V) � ROAD WORK 500 ± 0 00 50' - 100' 0 0 o BUFFER SEE TABLE 6H-3 0 0 0 l t 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100' FLAGGER STATION SEE NOTES 2, 3, 5 & 6 T SEE � NOTE 1 z W 20-7 w SEE y NOTE 1 L W3-4 SEE NOTE 10 SEE NOTES W20-V26 SEE AHEAD SEE NOTE 15 NOTE 1 ONE LANE W20-4 ROAD SEE AHEAD NOTE 1 ROAD � WORK W20-1 AHEAD SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN(a?SHIMP-ENGINEERING.COM O YU J Lic. 45183 `S'SIONAL E�� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 2020.10.19 FILE N0. MAINTENANCE OF TRAFFIC 18.020 C22