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Home My WebLink AboutARB202000053 Plan - Approved 2020-07-29FINAL 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- CH CH 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 0 0 SANITARY MANHOLE r_ SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O O WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. REGENTS SCHOOL OF CHARLOTTESVILLE OWNER/DEVELOPER Regents School of Charlottesville Inc. 3045 Ivy Road Charlottesville, Virginia 22903 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING EC - Entrance Corridor R1 - Residential 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 (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 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 [orate 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 resultingfrom 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 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) AM PM In Out In Out Private School (K-12) * Students - 328 142 91 91 142 'Peak hour trips provided by traffic study by EPR, P.C. on December 19, 2019. f,ffrIL i A lit Khristoph er Tagg art. D igital Sign ature App rov e d P la n July 28- 202 0 S D P2020-010 TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=1000' ® RaWed Mountain Hnme It 1.0 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 ROAD PLAN C13 ROAD PLAN C14 ROAD PLAN C15 LANDSCAPE PLAN C16 LANDSCAPE DETAILS C17 LIGHTING PLAN C18 SITE DETAILS C19 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 a BUCKINGHAM BALMORAL HEIGHTS jRESERVOIR READ OUniversfty Momesson Sr:hool Fontaine Rrsearcn ?:1,, � - �.ndy Presbytertan ,Hoch Arl ntl, GafP and Cutwkria Mi Cr IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JHSTIV@SHINP-ENGIJEERIVG.COM P O .p O � , U SxIMP a Lic. .41183 F�SS701VAL V' FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELMNARY ARB 2020.06.22 111130111 COVER 18.020 C1 " SP-2018-11 The Regents School of Charlottesville -Reservoir Road ii. "Future build conditions" will only include the traffic generated by the proposed increase in number RESOLUTION To APPROVE Special Use Permit Conditions of students over the number of vehicle trips associated with the private school use at a student SP 2018-11 Tilt'. REGENTS SCHOOL OF Cl ARLO'i"i'1sSVILLE - RESERVOIR ROAD 1. Development of the subject property shall be in general accord with the concept plan entitled "Special enrollment of 280 and the traffic generated by any otter 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 require the submittal of an application for a special use permit amendment and approval by the . -___ _ - _ - r r - - . _ _ WiiERFAS, the Regents School of Charlottesville subrl'iltteil'ati a TI—diatrtsn f6i special-u' s i eYmit Justin Shimp, P.E. of Shimp Engineering, dated July 16, 2018 and revised August 23, 2019, which "Concept Board of Supervisors. to construct andoperatea -pi ivate school on 'fax Parcels 07600 00-00-61700 and 07500- 6 00-06600 i located on Reservoir itoad, with all initial maxinumt enrollment of'280 students and potential future includes sheets C1 - C6 (the Plan"), attached hereto, as determined by the Director of Planning and Zoning Administrator. To be in general accord with the Concept Plan, development and g g g P P 4. The applicant must tan fund and complete the transportation improvements to Reservoir Road pP P P P P maximum enrollment of 468 students, and the application is identified as SP2.018000_1 I The Regents-S-0i6_0T 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 of Charlottesville -- Itcsci voir Road'(°,SP 2018-1 1 "); anti development, as shown on the Concept Plan: School," prepared by Justin M. Shimp, P.E. of Shimp Engineering, dated July 1, 2019, prior to the a. the location of the "School Facilities Area," "School Recreation Area," and other major school issuance of a Certificate of Occupancy. The proposed improvements are subject to review and WHEREAS, oil 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 l 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 technicalrevisions and clarifications to Condition 112 (now Condition #3) regarding potential future c. the location and configuration of 5.99-acre area designated "Undeveloped Residue" of 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 CS 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 tlani7:45 airr ; and each different "Land Use" area; of five years after the date of approval, the special use permit shalt be deemed abandoned and the WHEREAS an �_ 'member 18, 20itS, the Albemarle oC __only board' us pet visors held a duly Minor modifications to the plea 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 i,notced public hearin on`SP 2018-Li. referenced in Condition 1 above, and this construction shall commence by September 18, 2024. - - 2. Except as otherwise provided herein, initial student enrollment shall be limited to 280 students and the start NOW, THEREFORE, BE IT RESOLVED that, upon-cotsideratiorrof tli� foregoing, the -staff' time of the school shall be no later than 7:45 A.M. �reltort prepared for SP 2018-I I and all of its attachments; the utfoinnauon presented at the -public hearing, iitywritten comments receive , ar�i the a�srilevanitto a special -use permit in Albcmar Ic�County Codc 3. Notwithstanding Condition 2, student enrollment may exceed 280 students up to a maximum of 468 students 18=1.5; 18-13.1, 18-13.2.2.5, 18-30 7.1, 18-33.39, and 18-33.40,'fiie Albemarle County Board of and/or the start time may be shifted to a time later than 7:45 A.M. (together, "operational changes"), if at the u1I i0ig& s hereby approves SP-2018-1 1, 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 M Development and his/her designees: - I, Claudet�`Inlgi=tsen, do hereby certify that the foregoing writing is a roc 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 Count; 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, 2019. seconds, unless it will have a delay greater than 35 seconds in the future no -build, provided that if the future no -build shows a delay greater than 35 seconds the fixture build cannot increase by more than 10 - - -- seconds;and ---- - - c. Tile proposed operational changes would not result in any movements increasing by more than 15 Clerk,; Board of Couiny uptrr'vi ors seconds between the future build and no build conditions; and C// d. Operations at the US 29 Bypass interchange at Fontaine Avenue Extended may not result in it being ,1WgI NW placed on the VDOT Top 100 Potential for Safety Improvement (PSI) locations for intersections or -Mr. bill Y. segments. ivtr. Gallaway Y For the purposes of this Condition: Ms._Mallck Y e. The Traffic Impact Assessment (TIA) dated October 12, 2018 and associated supplemental TIA's Ms; McKeel Y _ submitted with SP201800011 may be used for baseline traffic data until August 2021. If any request fir Ms. Pallier 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. £ 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 RESOLUTION TO APPROVE SPECIAL -EXCEPTION -FOR SP 18-11 THE( REGENTS SCHOOL OF CHARLOTTESVILLE RESERVOIR ROAD WHEREAS, the Applicant filed arequest ill conjunctionwith SP 2018-11 for a special exception to modify the maxintrmn allowable height of -the right poles as required in County Code § 18-13.3 to be increased from-35 feet to 70 feet for a proposed lighted ball field at the proposed school.. NOW, THFRCFORE, BEiT RESOLVED that, upon-dMsuTi=t`alram of tlte-fot'egoing, the staff report prepared in conjunction with the application and the attachments thereto, including staffs supporting analysis, and all ofthe-factors relevant to the special exceptions in AlbemarleCounty Code §§ 18-4.17.5, 18-33.43, and 18-33.49, the Albemarle_ County Board of Supervisors hereby approve_ s'tbg special exception as set forth above, subject to. the conditions attached hereto, 1, Claudette K. 11orgersen 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 vote of ix to zero,:: as recorded, at a meeting held on-Septeimber 18. 2019. Clerk, of County Super rs - Aye I� W Mr. Dill y Mr. Gallaway Y 'Ms. Mallek Y. Ms. McKeel Y Ms. Palmer' 'Y _ Mr: Randolph y SDP 2018-I1 The Regents School of Charlottesville -Reservoir Road Special Exception Conditions 1. The maximum permissible height of the poles supporting outdoor luminarie s 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. rr Khristoph er Ta gg art. D igital Sigil antra Ap r ro-le, e d P la n July 2 .20.2 0 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHW-ENGAIEERING.COM O'Sti f?� t, u SHIMP Y Ac. .4 183 ��sSIONAL ti�G FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REWSION: 2020.04.20 PRELUVENNARY ARB 2020.06.22 FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS C2 Ihristoph er Tia gg art App ro'91, e d Area Summary: Proposed School Site...................13.12 acres (68.7 % Academic Woods Area..................5.99 acres (31.3 %) Total Acreage...................................19.11 acres igil attire LEGEND LAND USE PROHIBITED USES PERMITTED USES r — — — — — — — I Right —of —Way Reservation School Buildings and associated uses, Ingress/Egress, grading, landscaping, Parking and travel ways utilities, along with any other uses L_______J typically permitted within VDOT ROW Academic Woods Area School Buildings and associated uses, Stream restoration, primitive trails, landscaping, 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). -- " i School Recreation Area Primary school buildings and associated Ballfields, outdoor recreation, and associated I uses, parking and travel ways associated facilities such as bleachers, dugouts, storage sheds, L-------J with parking spaces concession stands, lighting, etc. r — — — — — — — I I School Buffer Area Parking and travel ways associated with Si na e, grading, retaining walls, landscaping, utilities, parking spaces. ingress/egress to the site, etc. L-------J — School Facility Area None Any primary and secondary uses associated I with the proposed school use along with any L — — — — — — — J underlying by —right zoning uses ,00 School Use Boundary Limits of disturbance for school use than for those in Limits of disturbance for school use .�� other uses permitted other than for those uses permitted in �/► the academic woods area (see above) the academic woods area (see above) Primitive buildings and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be constructed within the portion of the academic woods area that is outside of stream buffers and preserved slopes. The maximum number of sites for primitive buildings or primitive structures or similar outdoor amenities shall be five (5). The maximum disturbance area of any individual primitive building or primitive structure or similar outdoor amenity shall be 500 square feet. The maximum aggregate disturbance area for all sites for primitive buildings or primitive structures or outdoor amenities shall be 2,500 square feet. Primitive buildings, primitive structures, and similar outdoor amenities are intended to serve as an accessory use to the school and are not intended for use on a daily basis. A pedestrian connection shall be provided from the site to TMP 76-17. The design and location of the pedestrian path shall be finalized during the site plan process. Area depicted as Right —of —Way reservation area shall be reserved for future dedication upon demand by the County of Albemarle or the Virginia Department of Transportation. A minimum of 25% of the school campus site, as shown on sheet C5, shall be delineated as open space. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. E1GH ST. CRARLOTTESVUE VA, 22902 O v . SHIMP a it .0183 G b"L126 w� o FFssIONAL ECG 434.227.5140 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 RMSION: 2020.04.20 PRELUVENARY ARB 2020.06.22 FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS C3 STEEP SLOPES - PRESERVED LINE BEARING DISTANCE 11 S 08°36'52" W 38.34' L2 S 13°5638" W 86.22' L3 S 84`3324" W 172.13' L4 N 69°13'48" W 74.27' L5 N 82°34'45" W 159.00' L6 S 71 °36'50" W 93.96' L7 S 72*2 1'41 " E 47.27' L8 S 61'1941 " E 87.07' L9 S 6704'41 " E 88.45' L 10 S 75'20'41 " E 95.00' L71 S 89°35'47" E 177.73' L12 N 78'05'79" E 87.47' L73 N 0414'15' W 15.97' L14 N 46 76'47' E 51.35' L 15 N 51'5656 ' E 50.34' L 16 N 75'5 1'56 " E 54.88' L17 N 75°17'17" E 55.65' L 18 N 69°3427" E 66.39' \ I j I I I I I r - __ I - I _ / y \4 \\I ______{ I I j v I V v v I N,� E � -_• IAM'-EIURTT I 1 4110 scn I' 1n 5 I F f I I 4 r I I DAM BREAK INUNDATION ZONE / 1 / N/F 0 / AVID HA1`LGW. ' y / D H. T1I-7 PG. I [I TM 75 C / ZONE: R1 MILY RL'1- NET E SINGLE P:MILY RGL4TI 11 / _ N DINH ' D B. 415, PG. 7 / ILHARD S 1 �iAd 7 75 61P / \ / ONE: 1 RESIDEN7I AL N/F I .,� L B. TM778, G. 194 / '\ / US_ 'SINGL FAMILY RESIDENTIAL 60 D6 IL JO GO ONE:. R1 RESIDENTIAL / TM -14 / USE: SIN °_E FAMII RFSIDENTIAL 1 ZONE: R1 RESIDENTIAL 1 / USE: SINGLE FAMILY RESIDENTIAL I / I N /F / 1 UNIVERSITY OF VIRGINIA FOUNDATION D.B. 4170, PG. 689 TM 76-13B ZONE: R1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL V A ` \\ - -_ T `-•� \ . \\ \�- .. lA \ _- 'i �''\''�\-�- 2La, ��„ 5\ / 2.52 a u, ; 1' ,l LIMITS OF DISTURBANCE REGENTS SCHOOL OF CH ARLOTtESVILLE I�\IC `% D B 5237 PG. 2 1 \ `\ `\ \ - \ \ `\ \\ , \ ` _ _-`\ ` �� \ \\ \ ` \ T`\ `\ \ ''\---�+•e`i ='$�� ' `/.`_ 1 _ TM 75-66 T 1 I cP b' A v A =v \ V 1 1 A V 1 I I 1 I r A A l A Y \ , 9� ' � / .. •. v / y. .� __ I v I � / I II I II � I I I i I1 I 1 'i :' '' \ � _ - -='�; � � A �'., r �fv` �ii� � \��,� / ,' •�'1, ,v �� I i �� '�� /�/ "- / �,�,;\ � �� l i 1 II J i � Ii Ii i 11 � I� `I v\� - _ --= ;_;_�__'--- -'y v7 �� > 4k ', � � - � -- _ - /' / /'. , _ � 1 \� v ✓ I A t II � I v �� -ice- � v � �� ♦ _ �V v � ` � / - � _.�. � � 1 � // � / i� l ,/ /' /� i / �- - � � i T , � I� �Il Ir � � i' �% � \I �� Il I I AV A� `\ \v ��r� •� � v �� Ali yt \ � � I I ♦ I I 1�. ,,.. �� - _ _� ., �I i I f / , / / / __ __ _,__ - j 1_ 1 1 I I 1 j I I 1 1 A v� �\ �\ � ♦♦ \ , q _ a � ♦ I I I r i / / , / -- , , •t \ y \ A / p/ / r.. I\ / j ('/ \ \\ - - - --------- �w - ^t^_ �^'� \, �000 21. 11 I. i i / � , i ♦I \ _-_r I I\ \ \` \\` \ \ � _ __�� i�/�_�=1'='��`�L��S�i' __ _ �__� ``1 AT •x fill 11 4 t' I , / / �'� I- . \ - \` _-''' /� __-' �,�-`_` _�--�.�,��_ �\v _ - r NT$ LTTESVlIE,-- ♦ \RErES6k9aL NU-LIINC_-__ _, - _ _ - _-'� ♦�♦ _ � � `� ♦ , - -- CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 39.46' 252.00' 8'58'15" N 41`4739" E 39.41' C2 129.36' 958.00' 7°44'12" N 41`10'38" E 129.26' C3 72.53' 602.00 6°54'7 7 " N 48'29'50' E 72.49 C4 766.97' 400.00 23'55'01 " N 63°5426" E 765.76' C5 29.92' 300.00 5°42'50" N 72'25°52" E 29.91' C6 87. 40' 300.00' 16'4 1'31 " N 77'55' 13' E 87.09' Khristoph er Ta 00 art. D i0ital Sign shire Approved P la n J Lily 28. 202 0 . \ 62, \ - ``. / I` : FM 17s\rz _ `\\ :`_ \ ; ,- '-- - - „ \ \\ _ _ ' ♦; \ i 66, �q _ _ _ �Vv c 1 -_ P.- � -� `,�v` vv�- v _ `w--vv• ,vv- �'`; I - _-v, ''II//' 'il -- �♦ r//�1� I I,rl E v _ _ - IMITS-O-DSTEIR$RfCC�- / �v I - - - _ _ ii/ /' Wy �� A\ �j r i'i�/ llll II �I 'oA♦♦ \ -- �,\ \\ - -i !%i/ l� /'� ;-�-_ _ -\ - ♦ ♦ ,, i `I I\ I\ i i /i i i l Ir �'\ ♦� <>- • \ \ � \ \-. \ -, - '� \ � _ 1 1 � v `_ 'SOB- - i � / / _ -_ _ / i / I I I I \♦ ter, \ ''1"' _ w �.>♦ A V \�11 'q,, �A � � __ __ __ - •' v,v _ ��,�>��c� -- _ __ � ,; ''-a / � � '/ I / '// /''�/ /' j� `\ ��V'�1 � - \ '"Y: tiY< �` ti.•1111 9��: , \�_.- `-�-_-- _--_ _ , \,\`I `\ --'�/------_�J�--- I �/l r i./i /'' //�/�� / i / ' l ( I\ `� \ � \�\\� S ----- --- '� / ,' �/; /' / / /' r I �� v� P S OPEV`? ��V�'AAZ'iE`D v _ T - - - - _ _ - I \ - l „ ------------ -47 _ y 'x.i' �1 .� \ \ , \ \ I r \ � \ a _ _ _ i -- 1 I /• /� / / �0 I I 1 ` 1. .' L _ _- - _ \ `� � `\�_ .. _ � `` `\ \\ \£ \ I 0- 76-_1 � � \♦ ♦... -_ �� \\\ `\ \`�� \\ __ Y �. k,. n _ _ a . \. � -:.>, \. , � .. I I 1 1 11 �' \ -.-- _' �' � _ �'�-__ l r r ' ` ` 1 _ __ _ ,-_ L-,_`` ♦ ♦ ` 1- .\ \ � ` \ \ \ a `q ` I _ -- _ - 1 - _- __ � \ _ � ` > \♦� �O tl I v �L �� v. .A� - - ..�`, �. '\ ♦� ', �c- _�. - � .v _-_--450---_____• �\ I l / I c / _ v\`IYIu� ?v�v� wv w v v �,,�� /,' ' \ -- 80 0 80 60 240 h sq\ \ \ 1 �`\ `Vy A v v V. v v ` „1 1' i \ ` �- Graphic Scale: 1'=80' r I SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. IDGH ST. CRARLOTTESVR.I.E VA 22902 �f O � u sI a Lic. .41183 L2jib we o `VSIONAL 434.227.5140 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REWSION: 2020.04.20 PRELUVE VARY ARB 2020.06.22 FILE NO. 18.020 EXISTING CONDITIONS C4 DAM BREAK INUNDATION ZONE N/F )N DINH W 5, PG. 7 75-61 A 1 RESIDENTIAL FAMILY RESIDE N 45`02'44" E � 264.31' 25 Right s _..,=Qf W School duffer �lti--mod__ ArPn I hristoph er Ta gg art- D igital Sign attire m) rov e d P la n July 28- 202 0 SHIMP ENGINEERING3 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVH.LE VA. 22902 JUSTIN@SHUAP-ENGINEERING.COM o�' F Grp cr o U SxLM? a Lic. .45183 G L2l2v w� o FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELMENARY ARB 2020.06.22 FILE NO. 18.020 SITE PLAN OVERVIEW 20 FT SANITA6@ASEMENT Acaderr Wood" Area Academ. Woods Area / / / / / N /F DAVID HARLOW D.B. 2690, PG. 154 TM 75-61 ZONE: R1 RESIDENTIAL/ USE: SINGLE FAMILY RESIDENTIAL / N /F RICHARD SHRUM / D.B. 2678, PG. 194 / US TM 75-60 / ZONE: R1 RESIDENTIAL USE. SINGLE FAMILY RESIDENTIAL )OSQ RIGHT OF WAY ft / / / / / / N /F q N DINH 415, PG. 7 75-61 A 1 RESIDENTIAL AMILY RESIDENTIAL �k -- OHD — OHD I I I I I I _r SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST 4342275140 CHARLOTTESVRIE VA, 22902 JUSTW@SHMiP-ENGINEERWG.COM School Buffer Area I S 9 I - I SHIMP Y 300.00' [00, Lic. 4 183 to I �o � L2�2� w� F 1 FINAL SITE DEVELOPMENT PLAN S c h o r REGENTS -�� `� Recre tion 5 FT minimum 12 SCHOOL \ o m .� `� ++ setback from Ar a preserved slope RETAINI WA ALBEMARLE COUNTY, VIRGINIA + MAX HEIGI 1e SUBMISSION: 2020.01.21 � �� ^-♦ 4%*♦ 1 REVISION: \ ♦ ♦ +♦ I 2020.04.20 PRELUVI NARY ARB STFFp S `-��♦♦ +� 2020.06.22 ; FS r 0 FILE N0. I�Iritof�r Taartiital in atur ` ��_____________ 18.020 � I 7M App rod" e d P U n SITE PLAN July 28., 202 0 30 0 30 60 90 � n Graphic Scale: 1 `30' NV i OHU - OH i- -Q�RU - OHU - OHU - OHU - OHU 45°02'44" N 7°1 '32 L 1 -- I OIR R0AD A 204.31 222.52 J Dol Buffer I I I I I 1 1 N Academic STEEP SLOPES -PRESERVED I I I o} Ali. Khristoph er Ta gg art. D igital Sign ature pp roar e d P la n J Lila 28.202 0 f/ f 00 f � f � /�� 30 0 30 60 90 Graphic Scale: 1 "=30' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. HIGH Sr- CHARLOTrESVUX VA, 22902 f� H SHED a Lic. 4 183 L2�2� 4 SIM, AT 434.227.5140 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELEVENARY ARB 2020.06.22 FILE NO. SITE PLAN 18.020 C7 --- hristoph er Tag-g art_ Digital Sign attire -' 1 1 � 9 111 17 -3 Approved Plan t — � 1 /J 202 0 In - DAM BREAK INUNDATION ZONE ,\ IJ Z-0IN-E• R ' Kt-SILII)L - - /U'SE: SINGLE FRM y rL-� I'- t- t - I 4-v� i I I I SHIM oPoc�RICH WAY DEDICATfOP_ LAND PLANNING -PROJECT MANAGEME NTENGINEERING 912 E. HIGH ST 434 227 5140 CHARLOTTESVILLE VA, 22002 JUSTMC@SHW-ENGINEERWG.COM j / v _ L __ r SHIMP a — — Lic. . 4 183 es ��. SIONAL ti 711 i `I 7 r i X _ FINAL SITE DEVELOPMENT PLAN REGENTS 47 / _ _ ��_`. ♦ 3. x 7 I sa- SCHOOL 61 - -- ALBEMARLE COUNTY VIRGINIA RETAI-Nfl NA + 2020 01 21 y , �\ � � I —t— � �, ♦ � � i i _ / — REVLSION: ss _ 2020.04.20 PRELMENARY ARB 2020.06.22 F I, A y _.._---------------- --- - - ------ --- �97 g� . FILE NO. 06 18.020 - _ —t-- _ A �I I , - -__.I _c - Boa I T GRADING & UTILITY PLAN 30 0 30 60 90 � (� Graphic Scale: 1 "-30' 8 �z C un I � I � I � OHU THU OHU — )nu� ,� i s f� 1 2' 24.5 I r,\'O�AD qD \ \ _ -TB� \ \ A 9 \ \ 20 I 1,4' OR - -, - — — I MA 2 10SLOPE\61 a I hristoph er Ta gg art. Digital S1g11 shire Approved P Ia n J Lily- 28. 202 0 \� I �I —/ 24 v v 4,9 CP gg8IASI00 S% -19 as I DI — -Tm I I V 2 — _ / RETA bL W TW— ` . \ \ MAX -HEI T 1 .0\ a \ o �- aSHIMP 6 ENGINEERING \ { I NEWT I A' - 1 '0 i ^ 5 LAND PLANNING - PROJECT MANAGEMENT / ✓ / "y 'r" 6 eo 11pr.. _9'•:' y I21 ��c a\ �., y \ 7- —�/ � \ \ � \/y ( —TREE PRO ECTI-E)QI - V W /.I v \ v FEM-aNQ 13'a m e ,� 912 F. HIGH ST. 434.227.5140 198 LOCK ROO RF \1 17N \ — — 8„ WL 2 W _ W W W — — —�' , \ \ \ \ \ I'� ` _ / CHARLOTrESVH.LH VA, 22902 JUSTIN@SHW-ENGRiMING.COM FFE 1 16 \ W W —W ��W �W W W —W ��— / �_ — _ — y d.. 17 �.1-6 NOT T — — \- / / b +9 1 EXCEED '� SLOPE j ` / \ _ r_ 7 �_ V — _ x I- R ✓/ 74 "YARD ` _ ' �- 1 A \ A -- /'1& x DRAIN ` ,}7°" AT C 12 12 x P�u\ / pp /+cRp E LOCKER eA a til- C 6` . \ 34 �.:... •'e I ' —. — >.- \`♦�- / ' — — ' "Sl F ROOM \ REGENTS ° e ° q. \ 5/ WM ', y ✓' — / _ — - - — _ — 1 FFE -12.5 .Q � ems' — W ', / ,. i _ __ �♦Y i 0 �, RETAINING ALL � 1. � . \ PLAZA � , . � -�, � ... - .. / p2 06 HEIGHT 4�0'\ , e '...a.' / / __ \ - -- ♦ - i f 10 ' \ \ . .p _ 600 SF — • — — / 6 R F C�A 0— ii�� f^�� _ A G x 1 HEIG��6' \ \ �� -- ` -- 1 - '' �' O a _ _ LOCKER 1 ARD DRAIN \ �� \ \ �� _ S V- A — C S 0 SSR M �� 1 _— U ,° \ R.QOM RETAINING _ 2,255 SF / F �YB. FFE�514.� " \ \ - - ♦� �_ __- - _ ._ — i _ FFE 0" - 2;686 Ste, — — REGENTS — / / / / \ \ ��-- ` ' / �� — — Lic. .4 18833 �MAX HEIGHT 2.5� \ ADMINISTRATIVE HALL — -- — — U N \ r�� ♦V♦ — / ,a "— — —RUILDING —-F-FE518.5— — — 606 F , ` / \ \ \ -- _ ♦-t- ♦♦ (1 L2�2 D --. D DRAIN_ /00, ��'"♦ i---�->-` I. � `� � ` \ \ _ — — — _ `SIGNAL � SF F 2M 6o SRo 5 i \ \ 7 �" - ` \ FINAL SITE DEVELOPMENT PLAN c�FE 51 / 6o SR�oM / / STEEP SLOPES - MANAGED — — f \/ 6DG SF REGENTS y_ ---- — — _ - �- --CLASSROOM 00 p0�` r / _ — A — — _ ♦ �� / FIFE .AS / j/I� �/ — \\\ \ \O NE1'k..g-S ---000 �_ SCHOOL _ Y _ OR—z — — I CLASSRODDDDMMMMMM — � x 5 \ FFE 514.5 — 55 AI / / \ _—000 __ � `♦ ti x s� ALBEMARLE COUNTY VIRGINIA — / / �(b '� / SUBMISSION: PR TECTION 2020.01.21 — r ELEVATED Fo °N�aT[ONs - / y j / // /; / \ / / / / / REVISION: �. BUILDING sDR-\ / . / / t� - - - - - ^ / / ,c / / // / 2020.04.20 PRELUVENARY ARB + NEW 8„ -- — ` f - /. / Q / / y — \ / _ / 1 2020.06.22 A IF000 000, 0100 n — _ _ /� �- / / �/ / / / - — - — i-- - / / f / / / / / �/ r / / / / / FILE NO. 18.020 \_ SF L-_[ L=� / — - -f- - Fo GRADING&UTILITY PLAN 30 0 30 60 90 DAM BREAK INUNDATION ZONE Graphic Scale: 1"=30' C9 — W f IN W '. \/ .a�._ x V .. \ :v`+v_i\\ \: \_v_v _♦-` \ �- / I/\ '\�` y..Y\v\\�v-�•\-y\x +. �-:A� -`I v�� V-\/vAvv�/-v\ —_—�'- �— >/ - —._-- vv /-/-�\!/ A( \�/ v \/'\v-\-_. v_ / �v\V \' .� \�A v //�'/f\v - _\ v"i DR/Av\_'R— `^\DA-eF /�I/.;\:\;1�'A: ' \\W;/\y\�\♦ v v° . -1-\\ \�t� "°\ v t\v�r . RzO-� �O\\,\:{��1Fr�r 6 �. --v\\-_\v\V-\ — tiAa—\ _ \\/i-s_ \\—\e-- --/\\--.� _-V_ev1-----' -®'_�v—� .A -- -. -- _--. / -J- _\ \-` R�D�A- N`\tc - Ea � -D\\ i\•R\-\ -A \\ ' \ I\N-\\'__ :•\ \. -\ \ _—.,' \\-\a—��'- i ��\_-_,1\-\ ''-`-1��< -°-,—.--. w_./�,----� —\�� .-.°/ // /—:\\ I\-te. 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D �`3/ SVCC YARD DRAIN 0SF -v \- �' -\-vi/\—\- V \ l-,/ �\/_/\ \--\ -� -\ _—_- i`<_ -�'/_ — /- °/— 5_- �_�_ -♦'- - Y bo�^_♦�_ `_- \i—_—_ - - - ®/ �--- /- 7 - -H 1\__ 1 -I /,v \_ _ -/__—\--/\-- ./_/—_ /\ _— , —\ —�— — ♦ ———.--\_-- v`/ —_ '— --v\/`.`/ '�_�_/—/ A /,\—'- v'� V j , —'/'''// , \i\ / �i/ _ \ \_ / / '\/ / \'/ - /l—!/ �\'/i�' �'V I-/\� ` ♦—'s— 1—I -\�ue/__\—`.\/i _ / I l \ \\ l/ \ /c // \/ \ / /lI\\\v\�/. - \ �\ \I ///♦ A'/\TI A \JI \ z\\ v\I/ 1 \ \\ \ \ L�6�C\_ I/\ �;\` PF .GRAFE 2S REGENTS 600 SF PLAZA � LOCKER ARD DRAIN EQ� CLASS OM FE2€ SF I� AD26TRAT—RGEPTS\HALL NE _T8 FEE 5 FEE , r 00, sa7 STEEP SLOPES --MANAGEDg 600 SF LAM FFEs1as^\-CO iNEW '��\•/-.0I P \ \I\\ \ \\% - \ v v- �,I� v�vv\VOv / �v\ /Av O' A - ♦ 9 ih- 000 �EDSTRIAN CON ++ New__e WEE 0� ADs R-zve X+ r /TRP�NTY SBYTFRIAN CFUR H -- - - - - /i 47 - 000 AO 000 00, -000 04 NN 00 -- 00 000 00, ji000 — i to 000 ca 00 C - t HIMP 0�t s i-0• : ENGINEERING i LAND PLANNING - PROJECT MANAGEMENT o� q - -,�- —�-`50 912 E. RICH Sr- 434.227.5140 \yvy6y vV AA v� \v\v\\'V r�y1\VVvA\\v-�\y,v�v vV�A \A �\A,\VVv\ v\�`'v'\v�. ��\v V Cv� v\v�\A A�A. vvVvS`�vAVA A\\'�V�A �v Vvv A �Ay A \y\Vvv v�Ay\\v�,,vA AV \ \'\Avv�vA\ vV \AA\\ VAvVvVvv AA\�VVvA,yv.�y �AV v��\ vyAy1 \',_- ��\\\yv\A,V, `vV, vv\V A 1\v•\ VvV"—I \�v(V•A'\ �V`v ,\\y �- �\�1A\ A ��A �\\v .1 1\aIIvvI1\ i\—�vvv _ / \ yV\ v Av A ` \ \ ' V - -- \ v\ V I \ A\\vV vv A vA1- CHARIATfESVOE xo VA, 229g2 G Z]U22 STI2N @SHG I P w-r ENGINIDQ4G.COM -57 1100 T/`'00yEW 20 FT SANITARY EASEMENT tif00 00 - - ,00 -7 W�� -Q I - SHIMP>to Lic. �.4 183 --- X to to 000 vot 3-s2 rdsE BORED / - FINAL SITE DEVELOPMENT PLAN - -�k----- REGENTS s� \vvvv O-SCHOOL - -- ALBEMARLE COUNTY, VIRGINIA SUBMSSION: 100 rq q 00 V 00 ♦ REVISION:-A-t 2020.04.20 PRELIl�ARY ARB - -2020.06.22 � yy �- A-�ORE DRXL Ex. g up CONCRETE MH -I S1 RNEW s' -S ITARY \ FILE NO. EXISTING PUMP STATION 18•020 TO BE UPGRADED IF REQUIRED I°PI; Kh ri st o ph e r T a g g art D i g it a I Sign aftti re. OFF -SITE SEWER - _ ! �_kpp rov e d P la n 40 0 40 80 120 CONNECTION LI r-I ll �} �o. _020 Graphic Scale: 1"=40' � 41 Ni Clo 51 S1 S2: 505 500 495 490 48 x 48OL O O 47t 0 z S3 S4 $5 56 M rn rn _ < m C6 -z �r � w o o . a+ - — 8 1-55 3LF SDR- 6-R�/6 � -0, 7-0� 2-7-45L : 8 �S6R Z - oo N m a a K] oF_ - -- - .� _ - N — ---0,60CF _BN6T4L 1. 22 Za) Zt10% N _ o z - a-71J.7-0LF - 8 DR- . w - z N O ' O RJ CO Z F 0 > z_ I 10+50 11+00 11+50 1 SANITARY SEWER PROFILE S1—S6 C11 HORZ: 1"=30' VERT: 1"=10' 510 505 500 495 490 485 480 475 470 S6 12+00 S7 12+5D 13+00 13+50 S8 14+00 14+50 15+00 15+50 S9 16+00 16+50 S10 17+00 0 om O K - x�o o m a N z�M o m o+ V N o o+ I N �+ \ zoo. _..�-- -----� ;?�v~i ___ - _ _ - a m � o _ z 95.00LF - 8" SDR-26 PVC @ 0.70% w � — 238.59LF-- 8" SDR: 26 PVC .@ 0.70% cno�-6 PVC n 7n% oirn- °' 195.83LF- - 8` SDR-26 PVC @ 0.70% Iq �- o z > >z z >z z - - I 17+50 18+00 18+50 19+00 3 SANITARY SEWER PROFILE S6S10 C11 HORZ: 1"=30' VERT: 1"=10' Bo B1 B2 0 50 500 495 i 490 485 _ 480 U) 475 C3 { 470 NL CD CN 465 �} 00 S?i > 460 CLarm 4 19+50 20+00 CB 21 20+50 B4 N 21+00 21+50 n C)NO orn o� ^+ rvio } � _ ro- C)7� ors ^N. -aQ w~i. Z -da V) - - z aQ `n - z3 �O I I L�� L . I a Q 1-rsF+DQ ®E 5.00% oi- - 3 t- - in �5 d7 22 Lo _ 22 i- U>-- .z - Z .o a z - o- — — - — - 8 - 5" HDPE 2.007M - r - o> >z { 1D+00 10+50 11+00 11+50 a-) 5 STORM SEWER PROFILE BO—B4 y C C11 HORZ: 1"=30' 0 VERT: 1 "=10' 53 3 53 52 52 51 51 SS� 12+00 A3o 0 U ci cga� o — GRADE o ROP. GRADE - _ M `n w o o r w z Z -- N - - N -- 204.85LF - 5" HOPE (� 1�50%" v N Di. - L 0 10+50 11+oo 11+50 Z STORM SEWER PROFILE A3—A3a C11 HORZ:1"=30' VERT: 1 "=10' 12+ 535 530 525 520 515 510 5585 12+50 NNNI� 510 50 50 ri 505 500 495 490 485 480 475 470 465 460 13+04055 22+00 22+50 23+00 23+50 53 AO Al A 530 525 520 515 510 505 500 495 490 485 480 24+00 A3 510 505 500 495 490 485 480 475 0 24+ 50 17+50 51 51 50 50 49 49 510 505 500 495 490 485 480 475 70 53 535 530 0 �R-- 530 M I oo m q_ 0 52t \ o = t 525 wow 0 520 520 51 515 rn m 36.1 OLF -= 15' Ln _ M 510 N 2 STORM PROFILE A4—A4a C11 HORZ: 1"=30' VERT: 1 "=10' rAMw Al Hlx 0 N Ioo s Z - - - - S 00 OH w z NC) per@ 3 20% — 125.00LF - z - jj 10+50 11+00 11+ rN oD r W m �z K�4�STORM PROFILE Al —A1 x 'z z C11 HORZ: 1"=30' VERT: 1"=10' 4 A i II ADE �n U— M X. G : ON m a - 300.Lo -0 0 = f - h M/ (o moo- 3a_. 7 N wUQ - E m r w z�v o¢ �. a 15" HOPE 53.40LF - 15" HDPE r ® 2.00% r�i �i �n > z z_ �. ri 0 3 � w.o� z o a- Q _ {� 3.45% chi nn .. >z z �n Z > > z a 0 0 r� 69./4tF - o 0> z_ } / �o > z_ _ _ 74.35LFHDPE@ 2.-50% �z O> �t Z - - 410+00 10+50 11+00 6 STORM SEWER PROFILE AO—A5 C11 HORZ: 1"=30' VERT: 1"=10' 11 +50 �� 12+00 12+50 " 13+00 �I 535 530 525 520 515 510 505 500 495 490 485 4780 13+540 5 1 HIO H.I D. HI C Hlq g3 J 05 o> 'Z z - a -- _ �N om �+ �� o a'o - QO- z3�Lc ° Q -- - RA�L3_ \ � O io 0 w oo Q- w Z o a F- (n - �- 185.60LF - 15" HDPE @ 1.00% of - F-- m orn a m 43 - " --DPE o5 - of 88:-01-LF - 15' HDPE 1.00l m 88.01LF 15" VE �...09 co-_ . ® 0,99% - o a' 10+50 11+00 11+50 D -12+00 0 >12+50 13+00 > z 13+50 14+00 Z 14+ STORM SEWER PROFILE Al—Ald oz zz Z - \C11/ HORZ: 1"=30' 515 510 505 500 495 490 5405 515 510 505 500 495 5&0 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. HIGH Sr- 434.227.5140 CHARLOTPESVUX VA, 22902 ]USTIN@SHW-ENGRiMING.COM (5S.AnxlA �S21HR �T f �a L r 83 ti�G FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELEVENARY ARB 2020.06.22 FILE NO. UTILITY PROFILES C11 �v 11 elu 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 48 ZONE: R1 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 30' PRESCRIPTIVE RIGHT—OF—WAY ROAD (Typ) \` \\ SIGHT DISTANCE LEFT EXHIBIT h h-�riatoph or Ta gg art. Digital Sigi7 atffe \ \ \ \ \\ \ �� —/PINE -SIGHT DISTANCE (35 MPH) SDL: 390' , �\ 30 0 90 Graphic• App rov 0 rl P la n o m O NW .-G) 00'i i 28. 202 0 +° +o +� +� Lily PVI STA. 17+82.00 - ¢ > > PVI ELEV. 547.52 aL. d Nw a� 135.00VC 1 nw v w va~iw i 55.4P.SD � w a "- 2 PVI STA. 12+57.00 a a °" PVI STA. 15+65.19 a a d PVI STA. 17+73.86 L ovi ri ry to 7 7n I48.74VC 4-7.-84SD :BSK=Vaf .. .--250_.00VT .'. P &.41"SD —64-481E—` .j. .. ._ 1 2.S.00K—Val .52VC 96.33SD — ::._.. 46- f —us CREST ELEV.545.92 --" -_s- -- - = ROP. GRADE _ I EX GRADE- i j - — a a - N — .�. ] o i00 n m o 4 M L0 n A '+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 F. HIGH Sr- 434.227.5140 CHARLOTrESVUX VA, 22902 ]USTIN@SHW-ENGRiMING.COM o� U ~ SHMT a Lic. 4 183 � (, L2�2v w¢- O NSF ��`SS)nuAI El1G FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. ROAD PLAN 30 0 30 60 90 Graphic Scale: 1 "=30' C12 EX: 17+50 pl Khristopd7 rT art. i�it l i r7 tusir HORIZONTAL J Lily- 28. 202 0 CURVE #9 G1-k .` HORIZONTAL R=1156' CURVE #7 R=1636' / I O 42 — — 38 — — — _ — J o \ I — \ / 2'J`+00 27+25 P 8+00 21+00 22400L \ x 1 \ I 23+00 24 00 24+50 fTl. 25 00� 26+0 \ / _ �_ 1 20A-Do 23+.00 PI J / — — _ � 1 25;V75 PI PVI STA. 17+82.00 PVI ELEV. 547.52 135.00VC 155.48SD PVI STA. 17+73.86 PVI ELEV. 547.70 VG 1 6.33SD 2 .00V a 18+00 Naw4 �N I0 n �. O 0� r-� ON O ON O M of in 000 . Nn 0 N _ + O � + +�O+ + + W w W c W O, ¢ 4 ¢ v\w vow .._. a v~iw inw c~nw 5a NO 51, uu Lq mN�J >> > +N as �' c°co PVI STA. 20+00.00 +ro as PVI STA. 21+47.00 as <r� aoa-a PVI STA. 25+7Oe70 as Nu' P\/1 FI F\/ Sod 7O OLO P\/I FI'C\/ Sd0 9n Nin PVI FLFV. 526.90 r �i 18+50 19+00 19+50 20+00 20+50 21+00 PVI STA. 21 +56.01 PVI E EV. 539.10 1 7.15VC CREST STA.21+32.5 21+50 GRADE 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. HIGH Sr- 434.227.5140 CHARLOTfESVUX VA, 22902 ]USTIN@SHW-ENGRiMING.COM O� Gjfi o u sEmmp a Lic. .41183 (, Z2�20 w4 O SIONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELEVENARY ARB 2020.06.22 FILE NO. 18.020 26+50 ROAD PLAN ■■■■■ C13 ,,, 550 545 540 535 530 525 520 51s HORIZONTAL CURVE #o 9 R=1156' 555 550 545 0 540 0 535 27+25 P 28+00 28+50 PI 27+00 _ — x 26 0 530 25+75 PI 525 i \ VDOT RIGHT F WAY 520 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 \ \ \ 1 SIGHT DISTANCE RIGHT PROFILE _ CURVE\ #10 C14 HORZ: 1,, 30, R=12 ' \ VERT: 1 "=10' 540 535 530 525 520 515 510 505 500 495 490 485 480 3.5FT — .. 390 HEIGHT OF OBJECT F1- SIGH SDR -4N — DISTA ; - EX- GRAD 90 FT - -- - - — �SFT rv' — — GRADE _EYE �t5 - '-NEW SAD 33FT -HEIGHT OF AYE � 3g0 FT SIGyT EX. -_ GRADE 390 FT SGyT L� Ex GRADE ti 9 F 0 T SGyT — 3.5FT HEIGHT OF - OBJECT !� _ Elf,- GRADE 10+00 10+50 11 +00 11 +50 2 SIGHT DISTANCE LEFT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 12+00 12+50 Khristoph er Ta 00 art. D i0ital Sign atu_{re Approved P la n J uly- Z0, 20,2 0 13+00 13+50 535 \ i ,......., 530 525 520 n i n 515 o 0 510 aw N 505 � VI TA, V /+06:U 500 2V7-ELE. 17" _-5li.3 V 23 68 D b o 495 �— a N ma 490 I Q u i fN 4L CJ U 485 e -- P_V.I_ST.. - 80 8-�4_. a -� { � .. � Ek€V- 50-5:6 480 1303"_VcI'. 14+00 HORIZONTAL CURVE #11 _R=933' 29+25 PI 29+7 PI 30+00 PI HORIZONTAL \ CURVE #12 \\ =342' 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+54(0 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH Sr- 434.227.5140 CHARLOTfESVUX VA, 22902 JUSTIN@SHW-ENGRiMING.COM p'il Lrf �f O H SxnMP a Lic. .41183 6 M(lb A'4� O ��SSIONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELUVENARY ARB 2020.06.22 FILE NO. ROAD PLAN mil 1't FJ� C14 TM 75-60 ZONE: R1 RESIDENTIAL / USE: SINGLE FAMILY RESIDENTIAL �♦� II I / I � 1 l *41 41* Khristoph er Ta gg art. D igital Sign atUre w ro'°,° e L P la n J LII, 28, 2020 Vkc;1 I LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF $ Y Large Shade Tree Fagus grandifolia American Beech 14"-1J" 23 227 4994 VD,Large Shade Tree Querus bicolor Swamp White Oak 2j" 9 299 2691 Large Shade Tree Tilia tomentosa "Green Mountain" "Green Mountain" Silver Linden 24" 10 276 2760 j Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5' Ht. 44 123 5412 O Ornamental Tree Corpus florida Flowering Dogwood 6-7' Ht. 16 124 1984 dOrnamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 14 124 1736 Ornamental Tree Prunus subhirtella Pendula Rosa' Weeping Cherry 6-7' Ht. 10 77 770 Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 19 50 950 9 Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 21 16 336 C Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 10 23 230 Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 21,863 SF NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy I I I ' USE: SINGE I I I I \ I v SCREEN1v11�GGBt4F-F i { 1 o r a N CP V v v v \ III vv vv zevv A �{ A A O' � III I I I 1'°.,-. � � % // � ?4 V v� \\ �.�♦ � vv �, or�NAslu�n PL 4* OW MAINTENANCE H . °. GROUND, COVER AL I / � � � � / � o � I I I .1 I I / � � I I 1 I /I \ \ r \ SLO ES 3.1LTA/ \STEEP x. s" - _ ♦ \ \ / „ / // .' —' —. — __ — / j % ° \ ° \; ` ` ' MAPLE \ \. ♦_ \ \ \ / / / - /_ —EXI I \ 2 MAPLE ' TREE U 4 IN i I 1 " _ _ `� �,. \ �W-��- r' {� LOCKER \ ® \ W �W Roo—w —w w w —w 71 <' OM REGENTS \ '° - - _ / s \ PLAZA V- I- I I. / / l ✓ I ' — 7 OS 10 \ .^. \ LOCKER .� — — — / ! / — i�—�.— — = �♦ ; \ \ ,.\\ \` ` Oa \I� j / t ��RE� PROTECTION//FENCI (T oa - IL \ - \\\ BUILDING REAeNr�--ice✓ \ \\ �2_� \_--`•.- �� - --- 1��``��"'^ —_—ADMINISTRATIME � 'CeAS �. � '�, 'I, A ♦ � \ v — � \ EX. 12" A" - . .-- �,. v � �� y� � v '� / �- — — — — — / �-�ROOM n�•� - ---. - - 1 V � — — — v � � — .v - — -i \ v � 1s �_� v_ �,—�\ \I MA LE \ V1�- /— i / -- — — cLgsskooM / \ v } i v �,\ � _ _ v� �/• MAPL. Y/\\ \ 1 X. a r Via.. \ x 2 aAK \ — _ E �•/ A X. 15 \ -Y -AR \ eF \ �\ \ - -- sSRoo \ \ \ ThEE PROTECTION FENCING rtFYP HICI(0�,,, "(- \.6 EAPLE\(�K \'� 5�00lf. CLp /� - 1—___ \ !' `\ 00 j _� \ I 1+1— C \ \\\\ \ \ \ \ \ -•�------' XK�. \ l\ �— CP / ssoM / M / r.�, -, \------- �-- _ \ ``t'- / \ < _ Ex. 1z / E \ X. on P� r -'. \ — �`\ I�<.r — �P /'�.to / r — — — 1•I C ORY —ELASS@POM OM` �I , \ — — — \ \ O �Y \ _ \ POPLA nPLE 'a1 o /'�T / 0< _ - / �I —�/HI KORY PSSR / � \ 1 I (/ / l � \ \� - � \ o \ \ ` \\ \ _ !� ♦ EOFLAR\ �. 16 \ X 1 \ z" 7 - - - - \ \ \ \ \ Cussed6 l / ooM / / / / / \ \ - - - - _ - - , \ \ \ - ♦ ` OAK \ \OAKX. 12 00 \ \ — — �� ♦� \ MA \ _ / PLE \ 12 �A v "'v _ - - v v'�- \ �I♦ AK x 2� X. 1/v/v \ v vvv - / / --- i� - �. A v "\ R� i v a ♦_ -- OA / v A A v �- EXISTING FREES T 3 -RETvl lld \ - - - - \ / o4r -- 00 �� al�� - J -FLEW TRZEUNE p� -- - - � .. \ �� , \ -, -, \ \` ��- w /- � /-'�✓ \ \- ---\ �- --- � / / / / / 11 / / / __- /' / y. v. v..� -y v_ --_ A� / A- vim- --- v- !'- i//� / �. J��! !/// '-/-sue/ 00 ---- — III j / v-------- //-_ 000 � \ I 1, I 1 \ �\ - � � —_ \\ S \ \ �\� •/\ \ —_ ——�' / /--------- i /i-�/ _— / / / i/// i/ /,Oa/ i 40 0 40 80 120 Graphic Scale: 1 "=40' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH Sr- 434.227.5140 CHARLOTPESVHJ.E VA, 22902 ]USTIN@SHW-ENGRiMING.COM Q H SI11ME Y Lic. 4 183 Z2�v) ��`sS10NAL ��G FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELi1VENARY ARB 2020.06.22 FILE NO. LANDSCAPE PLAN 18.020 C 15 LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SE o Large Shade Tree Fagus grandifolia American Beech 12"-14" 23 227 4994 Large Shade Tree Querus bicolor Swamp White Oak 22" 9 299 2691 9'a Large Shade Tree g Tilia tomentosa „ "Green Mountain" 1" 22 10 276 2760 Green Mountain Silver Linden D ScreeningEvergreen g Cryptomeria japonica "Yoshino" Cr tomeria Yoshino yP 4'— 5 Ht. 44 123 5412 COrnamental Tree Cornus florido Flowering Dogwood 6-7' Ht. 16 124 1984 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 14 124 1736 Ornamental Tree Prunus subhirtella 'Pendula Weeping Cherry 6-7' Ht. 10 77 770 Rosa' Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 19 50 950 Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 21 16 336 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 10 23 230 I�I Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 21,863 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 PLANTING PIT -P —1 1 PREPARED SOIL FOR SHRUBS ad" 1111191 SOIL SURFACE ROUGHENED TO BIND NEW SOIL / SHRUB PLANTING DETAIL C� 6 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 i� im 3.38 FENCING AND A I DRIP ur€ BOARD FENCE ORINC CORD FENCE P}•n -1 PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING PIN 00 TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED, SITE AREA: 832431.6 SF SITE AREA: 832431.6 SF x 10% = 83,243.2 SF CANOPY REQUIRED: 83,243.2 SF CANOPY PROVIDED: 21863 SF ACADEMIC WOODS AREA: +260924.4 SF 282,787.4 SF PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (1"-1 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): LARGE SHADE TREES (1"-14" MIN. CAL.) 95 PARKING SPACES (95/10 = 9) REQUIRED: 9 LARGE SHADE TREES PROVIDED: 19 LARGE SHADE TREES 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. Khristoph er Ta gg art. D igital Slgll allure 4 .4%.pp ro-Ii $ d P la n J 1-111'y, 2S. 202 0 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (handbook, pp III-284-111-297 for complete specifications) I. The following items shall be shown on the plan: ❑ Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of constmction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® 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 and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree 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 away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH Sr. CHARLOTrESVHJ.E VA, 22902 —�1 Vf O SHIlvIP a Lic. � 4 183 StONAL ECG 434.227.5140 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELUVENARY ARB 2020.06.22 FILE NO. 18.020 LANDSCAPE DETAILS 2 TREE PLANTING DETAIL C16 Not To Scale C16 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. 7 -t� a y s I�FI Or ell Khristoph er Ta gg art. D igital Sig17 atUre All r0v e d P la n Jul-, - 28. /_02 0 RIGHT OF WAY LINE '0 0 °•0 0 0 ° ° % 0.0 °o 0 0 X °O ° % X .o .° O . o O Qo O 0 ° 0 °O 0 0 o X ° .0 0 0 0 0 . ° o ° o 0 O O O z °O (?0 O O ° 0 0 0 0 ° ° ° ° O O O � X ° X °.0 o p o % ° ° 0 0 0 % ° 0 p X 0.5 FOtCANDL6ONTOU ° .o p O ° O o X 'O ° xj O % ° °O 0 ° X ° (O O X O1 0 O O % ° O qo % % O O o O x ° ° O O O % 7% °O 0 o °% > 0 X X 0 X O X 'c� o O 'O p o o X O o X% •O " X ° % 02 O % ° O O 2 X 19 o o O ° ° p O X O 0 % % 7 0 0 6s X % ° � z % X 0 O X aX >T 0 ° X ° O j X ° 2 .9, �' X Q s X v �> Z X% ° .O O X x O 7 b% X X o% D x ° O O O % 7 r? Q X , O p 0 ° X O �> X o a 7 X X x ° ° X '(Q A X 'F x 'O 7 % 8 X A ti X > X j x E X A> 2� X ° O ° O �' •A 7 S 2 O y X `� °t9 ?o S % x 6 S j X % 6 O O O O 61 O iS j q A % p o _° O� O x ° X 7 A 'n n d O .o O X s s x '9 ° .o p r� ) e 6 X p O> y o X X O O o O Ly X 7 X X ?o > O erp 9�❑ % > ? s O % x j > T % • lJ ST 0 'Vn X '� 8 tT X % 'S X X '� 1 Q O X •� X •> % % •> �> x •� X •� SJx6l �2% 90 X 1?2 X X ,2 Xs X 7 A X O 0 > X X j c?19 O AX 0�> � X 0 2s 2 X x X> O X X 0 7 X .37 0 Vx'o'tP O 's 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 with 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.o 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=3600 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 (BILK) White (WHn RAL: Bronze (BRZ) Silver (SLV) CUS: 1. T a p D Pole -top luminaire - Asymmetrical light distribution LED A a C 99523 92AW 13% 3 26 Recaesnefded for use with 30' to 35' poles BEGA 1000 BEGA Way, Carpimeria, CA 93013 (805) 684-0533 intodibega-us.com D. to Wedynemic naN201 elite, eod;ctg ftpeM,ipteEtoebn,lOpee, Wmiree. aeb on Wis OM W eublecf to Chaos M We ahenllm or ease Nat P er For Me moel current bcbnloal aWt, osato refer[, bee-uc.coo, o opyNgXt BED 2018 Updatea,[nine STATISTICS: Average = 1.1 fc Maximum = 11.3 fc Minimum = 0.0 fc Max/Min = N/A Average/Min = N/A BEGA Type: BEGA Product: 99523K3 Project: Modified: SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. HIGH ST. 434.227.5140 CHARLOT1'ESVHLE VA, 22902 ]USTIN@SHW-ENGRiMING.COM �f O � U SEDAP a Lic. .41183 O��sstO "AL V, Available Accessories - IMS-1.2 Internal motion sensor - 8' mouting height IMS-1.3 Internal motion sensor - 20' mouting height Hill Internal motion sensor - 40' mouting height - narrow IMS-1.7 Internal motion sensor - 40' mouting height - wide FSIR-100 Configuration tool FINAL SITE DEVELOPMENT PLAN See individual accessory spec sheet for details. REGENTS MOM-1411bA SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELEVENARY ARB 2020.06.22 FILE NO. LIGHTING PLAN a sf 30 60 90 C 17 CG-2 NOTES: 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 E CAST IN PLACE, 4000 PSI IF PRECAST. 3. FACE OF CNURB) RADIUS BE PAI300 FO�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 BOTT 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 N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. yJA 2• R 5. CGRE -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIRES FOR CG-6 AS APPENDIILREXEATOF THE VDOT ROAD ENS& MANUAL. a•. I. 6"SURFACE SEE NOTE 4.a''BASE'A. SUBBASE 4 6" a " RADIUS A MN 15"a-a t MAX.d A.. -A F•� 12 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECMATION REFIREE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2D1.01 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"■ EDGE OF EASING 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 11/2 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 VDOT 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 DRANAGE 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 11/2 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. `v=r 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 2 RESERVED 2D PARKING_ 2C IF to 4 6. a1175 3H5ae75 ' t 5 75 25 U12 R7-8 NOPARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) ' Reduce spacing 500/0. **See page 6-31. * **See page 6-2 for arrow design. a D L F rJ � VAN F ACCESSIBL _ N II A R7Ba C vnNNJ:F f VAN ACCESSIBLE R78b VAN ACCESSNYI A B C 1 D E E G H J K L 12 5 375 1 43 1 1.671 MW I$ 19 9 375 1 .438 1 225 1 ID 1 I 1 150 2493 fi)84 15 PARKNGAPHICATION DBECTONAL APPLUTKN COLORS LEGEND -GREEN (9ETROREFLECTNUOR BLACK COLORS LEGEND -WHITE IREMORERECTNEI BACKGROUND-WHEIE METROREFTICINFI BACKGRPND-BLUE (RFTROREFIICUVEI D0; 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 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND CUTTER P& BE CONSTRUCTED PARALLEL TO THE SLOPE 6F 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 14" OF THE VOOT ROAD DESIGN MANUAL. D � 6" • 1„ 1, s � T . D D D D D 1114„ > 7' THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO 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 9A05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20L03 s '�AUTOTURN EXHIBIT C1$ SCALE: 1 "=30" CTAMnnon ❑IIC An ZO£ N0I1V1HOdSWH1 j0 1N3111atld30 VNIDBIA O1/80 60-tOl Z AO 1133HS ££Z ,8 • (H) H1d30 Wf1WIXVW --3dld IRO£ - 2L 3LVa NOIS1A3a SOaVOW.LS 30alae aw atlos 131 N I d O Zl d e 8 n o (18V O NV i S 33N3a3j3a N011Y013103dS L00A` 1b31a13NNAs GEL I3snHNoe a311no 1n0H11M SOVS w8 eanD 01 1N30Vl`0V 035n N3HM 1IH130 S3QVa0 NO 3Sn a0j f I I ..0-.l MOIj I MOIj = MOIj I x I I — — — — — — — r fa3�d�W�M. 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WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE TO BE FIELD VERIFIED 2 )DUMPSTER PAD DETAIL C 18 Not To Scale Khristoph er Ta gg art. D igital SIgI1 attire pp ro-li $ d P la n �I 11-1 2U. 2020 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH Sr- CHARLOTI'ESVD-LE VA, 22902 �f O U Sxnv>p a Lic. 4 183 Z2�2� w-A PO sIONAL 'e 434.227.5140 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELEVENARY ARB 2020.06.22 FILE NO. SITE DETAILS 18.020 C18 702 X=00- 1ULL I I ARB PRELIMINARY REVI NARRATIVE & ENTRANCE CORRIDOR IM ARB 2020-X REGENTS SCHOO TMP 75-66 & 76-1 project ID-. 18.020 Submitted 20 April 2020 Context Map..-)',, Sheet 1 of 9 NDEX OF SHEETS - Cover & Context Map ! - Project Narrative 1-7 - Entrance Corridor Photos 3-9 - Google Earth Sections p 'nF�'r KhristopherTaggart. Digital Signature m '�� _1_ Approved Plan July 28. 2020 r �Rcrri�r Regents School of Charlottesville proposes to locate their new school campus off of Reservoir Road on TMP 75-66 and 76-17. This new campus is envisioned as a "campus in the woods" where classroom buildings are connected by a series of decks, trees are integral to the design scheme, and children have ready access to nature. SP2018-11, approved on September 18, 2019, permits a private school use on this R-1 zoned site. The school site will be accessed from Reservoir Road and features a cluster of academic buildings which include classrooms, an administration building, and a gymnasium and affiliated locker room buildings; the development also features a sports field for organized games and ample open space for outdoor learning and recreational play. All buildings are limited to a maximum of 2 stories, or 35', although most buildings on the site are proposed at one story. The buildings and sports field are clustered within the developable area of the site, which is near Reservoir Road. Nearly six acres of the 19-acre site are designated as "academic woods" area per the special use permit concept plan approved with SP2018-11. The site is bordered to the south by Interstate 64 and the westbound 1- 64 on -ramp from Route 29, both designated entrance corridors. The academic woods area effectively creates a buffer between development on the site and the entrance corridors; this buffer, at its narrowest point, establishes an approximately 80' buffer between the ROW and the school facilities area, and in most areas this buffer is betwen 100' and 200'. There are many existing mature trees on the site that will remain within the academic woods area which also contains environmentally sensitive features in some areas including preserved slopes, floodplain, and 100' stream buffer. Within the schools facilities area, small footprints are proposed for classrooms and administration buildings. As aforementioned these buildings are proposed at one storyand measure 19' from the FFE to the ridge of the roof. The gymnasium building is proposed at 30' from the FFE to the ridge of the roof. The entrance corridors in this area are predominantly forested. The wide ROW in this area along with the academic woods area, clustered school buildings, and minimial building scale on the Regents School site will ensure consistency with the forested character of the entrance corridors in this area. ARB PRELIMINARY REVIEW REGENTS SCHOOL PROJECT NARRATIVE Sheet 2 of 9 Khristoph er Taggart. Digital Signature Approved Plan July 28. 2020 TMP 75-66 £r 76-17 Submitted 20 April 2020 project: 18.020 •I• PMI.NpYNNpim1211II Ua[yYEe9' Khristoph er Tagg art, Digital Signature Approved Plan July 28, 2020 ARB PRELIMINARY REVIEW REGENTS SCHOOL 1-64 ON RAMP AT EXIT 118 Sheet 4 of 9 TM 75-66 & 76-17 Submitted 20 April 2020 project: 18.020 1EE ROCKS Y Suet View oProto Spneee -.?MigAtstl artan m sez ima9as Khristopher Taggart. Digital Signature Approved Plan July 28- 2020 ARB PRELIMINARY REVIEW REGENTS SCHOOL ENTRANCE CORRIDOR VISTA 1-64 EB NEAR MM 117 Sheet 5 of 9 Cainelio'iday Tia,1,9 Q Fontolne Alnl hur& Y hurch Vlrginle_Eagle OiSlnbUiing Co e9 �rreK Teel Lane Park and RideP `IS-66 kr 76- � Submitted 20 April 2020 project: 18.020 Pr Ragged Mountain © BALM 0 R A L Nature Area HEIGHT 5 mx m Camp Holiday Trails Q ©� mx Tiini arlan Church Vlrglnia_Eagle 19 Distri6utio_g Ca \C/ GjQeµ Streetview ®Photo!3"e • d� CIcY hi9hlgru,e.—a m.x m1l, KhristopherTaggart_ Digital Signature Approved Plan July 28. 2020 ARB PRELIMINARY REVIEW REGENTS SCHOOL ENTRANCE CORRIDOR VISTA 1-64 EB NEAR EXIT 118 Sheet 6 of 9 vi mx Iw,' T \Moony G`yiK' W O B H I I. L U. �P.P RbmO 120 A'pir lsi iF RV project: 18.020 Khristopher Taggart Digital Signature Approved Plan July 28. 2020 Ragged Mountain' Nature Area nor Camp Holiday Trails O BALMORAL HEIGHTS Fontaine ARB PRELIMINARY REVIEW REGENTS SCHOOL ENTRANCE CORRIDOR VISTA 1-64 WB AT EXIT 118A Sheet 7 of 9 r we. �s 792 Guadaaru hAer eyn1TM�5- /Submitted ject: a N5 Yonesmna Raservov a yaw ` REGENTS' t, r! SITE E y 164 EAST Po •I• Khristopher Taggart. digital Signature Ism —— Approved Plan July 28, 2020 ARB PRELIMINARY REVIEW REGENTS SCHOOL GOOGLE EARTH SECTION Sheet 9 of 9 TM P 75-66 & 76-17 Submitted 20 April 2020 project: 18.020 a 4F �p I Khristoph er Ta gg art, D igital Sign ature Approved Plan ,July 28, 2020 SECTION A -A' ROUTE 29 SECTION B-B' ROUTE 2911-64 INTERCHANGE SECTION C-C' 1-64 100 0 100 200 Graphic Scale: 1"=1 300 Existing Vegetation a Nay Reservoir II SHIMP ENGINEERING2- ARCHITECTURAL REVIEW BOARD EXHIBIT REGENTS SCHOOL OF CHARLOTTESVILLE ALBEMARLE COUNTY, VIRGINIA DATE: 2020.04.20 FILE NO 18.020 SITE SECTIONS C1 OF 1 /rEWaTr2tltmW� ._"�wl�►�� ',L.F--rth 1 -. c 6 r-.. 3a'ap. _ ' •r h - _ �'ti'� � •'fi'.16'89 � �` •"��F-•' � � � �` �' `�bn+a�. u... dt w':T�.�'�� Lj ji • , I "--- -..�.-.--_ ,,, •.- � - ;r ...o rr ] e err+ f ` - - - - i�win low� y. -� � J...., .I I'. �.! ti.• � +Y+r�......:-.•.r.l ! I } fq. f , t('_ ; � r{. l+s•�Yf � it ��F�.�:� � i �".._ S P�. ;.. �" I��, ®� i _��_��I. SrY F*i' 4 P, REGENTS HALL ARRIVAL CANOPY ADMINISTRATION BUILDING REGENTS SCHOOL OF CHARLOTTESVILLE - ARCHITECTURAL ELEVATIONS SCALE: 1/8" = 1' 1:7xN�►�ryJ�Gr/_1 Page 6H48 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 �Signns 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 LL03ED 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 Page 6H-49 Lane Closure Operation with Temporary Traffic Barrier (Figure TTC-20.2) M h G20-2 (V) 500' ± n 0 z } y 6" LINE BEGINNING ¢ AT ANGLE BREAK 2 w OF BARRIER Lu w > 8" LINE a \ SEE NOTE 9 SEE NOTE 8 M1 M r BARRIER PANELS f� -" 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 SEE SHOULDER TAPER NOTE 1 �® W4-2R i,- OPTIONAL y LONG-TERM SEE TRANSVERSE NOTE 1 RUMBLE STRIPS! ME SEE NOTE 14 R4-V7L KEEP i LAGE NE W9-2L LEFT SEE LEFT NOTE RIGHT RIGHT VAHEAD if. LANE W9-3R CLOSED EE HEAD NOTE 1 ROAD ROAD WORK WORK �3 AHEAD W20-1 AHEAD PCMS - SEE NOTE 3� 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 0 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 W20-1 AHEAD Page 6H-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.2) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 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 (mph) Taper Length L Speed Limit (mph) Lane Width Feet Remarks Speed Limit m h 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=SZvV/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 Speed Limit (mph) Location Speed Limit (Mph) Location Spacing Speed Limit 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 vehicle operation or when the total roadway 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. Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) Otl3Htl � AaoM -T atl Dtl3Htl atloa ,T 3NYI 3N0 ar3xr salsa - -- _ �T rrenna d01S Ol__ _--�T� 038yd3ild 38 ON -1Tm m my • e� 9'8 9 '£ 'Z S310N 33S NOIIVIS 2i30�J'dlA j 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' >taaa avoa aNa ROADWAY CENTER LINE PTRS SEE NOTE 4 & 14 1: Revision t - 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 80'- 0 0 0 0 z 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100' FLAGGER STATION SEE NOTES 2, 3, 5 & 6 SEE NOTE 1 SEE DTE 1 Page 6H-55 W 20-7 W3-4 SEE _ SEE NOTE 10 - NOTE9 SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 9 12 E. HIGH ST. cHARIATT'ESVHI.E VA, 22902mi �f O � v . Sly a Lic. L22� w4 O NSF' 434.227.5140 .41183 FINAL SITE DEVELOPMEIVVT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIlVIII�IARY ARB 2020.06.22 wzo-v2s l � SEE AHEAD SEE NOTE 15 NOTE 1 ONE LANE w20-4 ROAD SEE AHEAD NOTE 1 � WORK wzo-, FILE N0. AHEAD 18.020 MAINTENANCE OF TRAFFIC C19