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HomeMy WebLinkAboutARB202000053 Plan - Other (not approved) 2020-04-24FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR - - - INTERVAL CONTOUR 311.5 x� SPOT ELEVATION 311.5 TC x TOP OF CURB ELEVATION 311.5 TW x TOP OF WALL ELEVATION 311 .5 BW x 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 X X FENCE UTILITY UTILITY POLE m m GUY WIRE OHU OHU OVERHEAD UTILITY UGU UGU UNDERGROUND UTILITY STORM 0 O STORM MANHOLE q q DROP INLET STORM SEWER ----RD ROOF DRAIN SANITARY 0 O SANITARY MANHOLE 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 C• ► IN •'-1 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 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 an construction within an existing right-of-way, including connection to an existing road a permit shall be obtained Y Y 9 9 Y� 9 Y 9 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 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 PREVENTION A knox box is required on this property. The location of this knox box will be coordinated with the fire marshal's office. 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% Open Space 832,431.6 SF 100.0% Total= 832,431.6 SF (19.11 ac.) PROPOSED Area % Building Pavement Sidewalk 24,722 SF 41,913 SF 25,726 SF 3.0% 5.0% 3.1 % Open space 740,070.6 SF 88.9% Total= 832,431.6 SF (19.11 ac.) PARKING SCHEDULE Private School Use: 95 - 9'x18' spaces (includes 4 - van accessible spaces). LIGHTING Lighting shall be in accordance with SP201800011. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible routes and features must be provided throughout the site in accordance with VCC and ICC A117.1-2009. 14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 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. TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1°=1000' A f vkrvoa 0191e ft Dtstrtbulting Co Y SHEET INDEX 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 UTILITY PLAN C9 UTILITY PLAN C10 GRADING PLAN C11 GRADING PLAN C12 OFF -SITE SEWER CONNECTION C13 SANITARY SEWER PROFILE C14 ROAD PLAN C15 ROAD PLAN C16 ROAD PLAN C17 LANDSCAPE PLAN C18 LANDSCAPE DETAILS C19 LIGHTING PLAN APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date BUCKINGHAM 13ALMORAL HEtGHT'S RESERVOIR ROAD ?Atiq�rsrtr F„^jcmArPS-3tan tir_l1Gol � SITE ' Funtoupe Resparvt €park. i 1 raigly Presbyttirkan Chrirr lh Ahi, i . . IN a. - IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ���p,LTH of O � o � v JUST'HIMP a . 45183 sSIONAL ECG` FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB FILE NO. COVER 18.020 C1 SP-2018-11 The Regents School of Charlottesville — Reservoir Road ii. "Future build conditions" will only include the traffic generated by the proposed increase in number RESOLUTION TO APPROVE Special Use Permit Conditions of students over the number of vehicle trips associated with the private school use at a student SP 2018-11 THE REGENTS SCHOOL OF CHARLOTTESVILLE —RESERVOIR ROAD l . Development of the subject property shall be in general accord with the concept plait 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 p 1 g Use Permit Concept Plan and Engineering Study for Regents School of Charlottesville" prepared by would require the submittal of an application for a special use permit amendment and approval by the WHEREAS, the Regents School of Charlottesville submitted an application for a special use permit Justin Shimp, P.E. of Shimp Engineering, dated July 16, 2018 and revised August 23, 2019, which includes sheets C 1 — C6 (the "Concept Plan"), attached hereto, as determined by the Director of Board of Supervisors. to construct and operate a private school on Tax Parcels 07600-00-00-01700 and 07500-00-00-06600, located on Reservoir Road, with an initial maximum enrollment of 280 students, and potential future Planningand Zoning Administrator. To be in general accord with the Concept Plan development and g g P p 4. The applicant must plan find and complete the transportation improvements to Reservoir Road pp plan, � 1 P P maximum enrollment of 468 students, and the application is identified as SP201800011 The Regents School 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 — Reservoir Road ("SP 2018-11 "); and development, as shown on the Concept Plan: School," prepared by Justin M. Shinip, P.E. of Shimp Engineering, dated July 1, 2019, prior to the „ « a. the location of the School Facilities Area, School Recreation Area, and other major school issuance of a Certificate of Occupancy. The proposed improvements are subject to review and WHEREAS, on September 3, 2019, after a duly noticed public hearing, the Albemarle County improvements within the 13.12-acre area designated "School Campus Site" on Sheet C3; approval by VDOT, the County Engineer, and other applicable Site Review Committee members, and Planning Commission recommended approval of SP 2018-11 with staff -recommended conditions, as well as b. the location of the "Lighted Ball Field" within the "School Recreation Area" on Sheet C3; are subject to required County approvals of Road 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 599-acre area designated "Undeveloped Residue" on Sheet C3; other applicable permitting requirements. increases) to student enrollment in excess of 280 students up to a maximum of 468 students and/or a school d. the land use chart on Sheets C4 and C5 specifying "Prohibited Uses" and "Permitted Uses" for 5. If the use structure or activity authorized by this special use permit does not commence within a period start time later than 7:45 a.m.; and each different "Land Use" area; of five years after the date of approval, the special use permit shall be deemed abandoned and the 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 1 above, and this construction shall commence by September 18, 2024. 2. Except as otherwise provided herein, initial student enrollment shall be limited to 280 students, and the start NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff time of the school shall be no later than 7:45 A.M. report prepared for SP 2018-11 and all of its attachments, the information presented at the public hearing, any written comments received, and the factors relevant to a special use permit in Albemarle County Code 3. Notwithstanding Condition 2, student enrollment may exceed 280 students up to a maximum of 468 students §§ 18-1.4, 18-1.5, 18-13.1, 18-13.2.2.5, 18-30.7.1, 18-33.39, and 18-33.40, the Albemarle County Board of and/or the start time may be shifted to a time later than 7:45 A.M. (together, "operational changes"), if at the Supervisors hereby approves SP 2018-11, 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: I, 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 50seconds; and Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a 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 future build cannot increase by more than 10 seconds; and c. The proposed operational changes would not result in any movements increasing by more than 15 Clerk, Board of County up 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 �Le Nay 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. McKeel Y submitted with SP201800011 may be used for baseline traffic data until August 2021. If any request for Ms. Palmer Y any such proposed operational change(s) is made any time after August 2021, a new TIA and traffic Mr. 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 souhbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; the northbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; and the intersection of Fontaine Avenue Extended and Reservoir Road. g. The identification of "future build conditions" and "future no -build conditions" in any such new TiA and traffic counts will be based on the following: i. "Future no -build conditions" will include the traffic generated by the private school use at a student enrollment of 280 and other nearby developments, as determined through the TIA scoping process; and 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 2018-11 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 for a 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. (L'a� e/' Cler ,Board of County Supeou,s Mr. Dill Mr. Gallaway Ms. Mallek Ms. McKeel Ms. Palmer Mr. Randolph SDP 2018-I1 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. HIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM IF o-,C,,ALTH of v JUST H IMP a 5183 �'VS10NAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS C2 Area S Propo! Acade Tota I / 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, < Parking and travel ways gardens, utilities (which cannot be reasonably located I 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 was associated p g Y facilities such as bleachers, dugouts, storage sheds, L — — — — — — — J with parking spaces concession stands, lighting, etc. r — — — — — — — School Buffer Area Parking and travel ways associated with Si na e, grading,retaininglandscaping, g walls, landsca utilities, parking spaces. ingress/egress to the site, etc. r Any primary and secondary uses associated School Facility Area None with the proposed school use along with any L — — — — — — — J underlying by —right zoning uses ♦ ♦ School Use Boundary Limits of disturbance for school use Limits of disturbance for school use ♦♦♦♦ other than for those uses permitted in other than for those uses permitted in �� the academic woods area (see above) the academic woods area (see above) and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be the portion of the academic woods area that is outside of stream buffers and preserved um number of sites for primitive buildings or primitive structures or similar outdoor five (5). The maximum disturbance area of any individual primitive building or primitive Ir 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 call 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. SHIM 3 ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � �NLTH OP O v JUST H IMP a 45183 s%ONAL E��1 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS ■ OF my ■ ■ GraphicScale: : • C3 I" l \ f I ' _ v IA- vI ��,�� v N HLIR - ib \ r WILLIA TT V�v�, v v� TM 7e �9 - v vv v vv \� yb A L zCJNE R1 E�IDE11TIAL \ � USE: SINGLE NAMILS RESIDENTIAL -. 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O PNI FH �v SI LOCKERj ROOM FIFE 516 LOCKI FIF G / jffi:A�INIONG 510.8 REGEN m00000'ooe000 ! / % \ --- LOCKER ROOM w \ I � � i I I I I I I � o O� � i \ —. \ �—__ •� _ \ \ — TREE PROTECTJ_0N- FEN`ClNG � \ - \ _ _,'fir \ i •• I� �4ZIoQ ,4 Q 000000 v v y\ VVV 700, A I ' • Cam ` _ _ _ A �. �_ �e�— I I I I �I LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF Large Shade Tree Fagus grandifolia American Beech 12-14 23 227 4994 \ Large Shade Tree Querus bicolor Swamp White Oak 22" 9 299 2691 > o n° Large Shade Tree Tilia tomentosa Green Mountain "Green Mountain" Silver Linden 21 10 276 2760 \ Screening Evergreen Cryptomeria japonica Yoshino Cryptomeria Yoshino 4 —5, Ht. 44 123 5412 Ornamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 16 124 1984 0 Ornamental 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 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 21 16 336 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 10 23 230 TOTAL SITE CANOPY 21,863 SF NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy E i r, d p gill \ \ �� i \\ \ \ 26 \ i 24 SHIMP 3 ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4�NLTH O� O� U JUST H IMP 5183 O SIONAL �MMd4jrll FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB FILE NO. LANDSCAPE PLAN 18.020 40 • 40 80 120 ■ ■ ■ IN ■ Graphic- 40 C17 LANDSCAPE SCHEDULE Plant Symbol Panting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SE d 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 °¢d n9 a ° s Large Shade Tree g Tilia tomentosa Green Mountain "Green Mountain" Silver Linden 22" 10 276 2760 ScreeningEvergreen g Cryptomeria japonica Yoshino Cr tomeria Yoshino yp ' 4 —5 Ht. 44 123 5412 Ornamental Tree Cornus florida 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 Rosa Weeping Cherry 6-7' Ht. 10 77 770 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 TOTAL SITE CANOPY 212863 SE NOTE: Existing trees to remain within School Facilities Area are not counted towards total site Canopy SET SHRUB PLUMB. TOP OF ROOTBA SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS SHALL NOT BE MORE THAN 1" ABOVE AS SPECIFIED IN PLANT LIST OR AS SHOWN. FINISHED GRADE ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. O4 \��4 Q �4 4 REMOVE BURLAP FROM TOP 1/3 n II \ I nO OF ROOTBALL MULCH 2" DEEP IMMEDIATELY 3° TALL WATERING BERM AFTER PLANTING AND WATER o THOROUGHLY. P 4 o O °p FINISHED GRADE PLANTING PIT. PREPARED SOIL FOR SHRUBS 1 /2 BALL DIA. MIN. w SOIL SURFACE ROUGHENED ry TO BIND NEW SOIL j SHRUB PLANTING DETA L C18 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIM 1-1/2" SQ. OAK ST, SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR" WATERING BERM EXISTING GRADE PLANTING PIT. SEE `. REQUIREMENTS, PLAI SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL (__2_ TREE PLANTING DETAIL C18 Not To Scale 0 Ln 1992 DRIP LINE SNOW FENCE BOARD FENCE 3.38 FENCING AND ARMORING _NCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING 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"-14" 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) REQUIRED: 9 LARGE SHADE TREES PROVIDED: 19 LARGE SHADE TREES LARGE SHADE TREES (1"—A" 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. County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected 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: 0 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 CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST SHIMP 3 ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4�NLTH O� O� U JUST H IMP 5183 O SIONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB FILE NO. 18.020 LANDSCAPE DETAILS C18 Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number Lamps Lumens Per Lamp Light Loss Factor Wattage F-1 A 12 BEGA Converted by LUMCat V 10.06.2015/H.R. 99523 LED 923 4W 99523_BEGA_IES.IES 1 Absolute 1 106 I--] Notes: 1. Lights to be mounted at 20 ft. RIGHT OF WAY 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 (<_ 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 robotically 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 120-277VAC Minimum start temperature -30°C LED module wattage 92.4 W System wattage 106.0 W Controllability 0-1 OV dimmable Color rendering index Ra> 80 Luminaire lumens 9,454 lumens (3000K) Lifetime at Ta=15°C >500,000 In (1-70) Lifetime at Ta=35°C 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 website for details Finish All BEGA standard finishes are matte, textured polyester powder coat with minimum 3 mil thickness. Available colors Black (BLK) White (WHT) RAL: Bronze (BRZ) Silver (SLV) CLIS: Recommended for use with 30' to 35' poles BEGA SHIIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I 00'A_V�ic-) U JUST*HIMP > 45183 O SIONAL Available Accessories —��— IMS-L2 Internal motion sensor - 8' mouting height IMS-L3 Internal motion sensor - 20' mouting height IMS-L4 Internal motion sensor - 40' mouting height narrow IMS-L7 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 (805) 684-0533 info@bega-us.com Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us. com © copyright BEGA 2018 Updated 01/17/19 REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB FILE NO. LIGHTING PLAN 18.020 • • 30 •• •V ■ ■ ■ ■ ■ Graphic Scale: • C19