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Home My WebLink AboutARB202000014 Plan - Submittal (First) 2020-01-22INITIAL 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 x1� SPOT ELEVATION 311.5 TC x X_l1WM TOP OF CURB ELEVATION 311.5 TW x X15W" TOP OF WALL ELEVATION 311 .5 B W 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 ----PD 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 22903 (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. 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 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 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt 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. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716 shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. 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.) TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1°=1000' BUCKINGHAM BALMOPAL HEtGHT'S RESERVOIR ROAD ?Atiq�rsrtr F„^jcmbrPS-3tan tir_l1Gol I SITE ' Funti�upe Resparc ri €park. i PROPOSED Area % g H e 1 L!" [ irrhly estyutt roan Building 31,900 SF 3.8% Pavement 41,363 SF 5.0% Sidewalk 40,796 SF 4.9% _ Ahi Open space 718,373 SF 86.3% Total= 832,431.6 SF (19.11 ac.) PARKING SCHEDULE Private School Use: 90 - 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. 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. vkrvoa 0 191P Dtstrlbulting 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 GRADING & UTILITIES PLAN C9 GRADING & UTILITIES PLAN C10 OFF -SITE SEWER CONNECTION C11 ROAD PLAN C12 ROAD PLAN C13 ROAD PLAN C14 SCHEMATIC LANDSCAPE 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 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 00 ��p,LTH of v JUST1CdtSHIMP Y No. 45183 RSKO %`sslo," �64� INITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 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 -,C,,ALTH of v JUST�SHIMP a o. 45183 �sSjONAL E� NITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: REVISION: FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS SHEET C2 of C14 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. 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LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH of U JUST�SHIMP I� o. 45183 �'s90NAL li�mG l Jeri, INITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. SITE PLAN SHEET C7 of C14 18.020 C7 EN1'ERYY BALANCE DETENTION PROVIDED FOR 1-YEAR STORM 1MCHARGE TQ 100-YEAR FLOODPFAIN STORMWATER DETENTION FACILITY i -T---T----------------- SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 04r: U JUSTSHIMP No. 45183 z�lSSIONAL E�4;N INITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. GRADING & UTILITIES PLAN SHEET C8 of C14 18.020 • • 30 •• •• Graphic Scale: • z 4- c� J (� J 4- \ \/ OHU mHU OHU Ip 1HU d?iU o % \/,� Ir \ -- —ems �\ \� — \ \ \soft NNW_ \ r ift aim v y I \ OWN Gomm \ --JI�� I. / \ Maw am" slow ftmftc;� f Amon �OWN Gomm WANEa �mom �mom mom 2.� ' -0- 10 v� v � 6 9. 0 \77!�- 2s 1 I I I I 1 I I I I II l I N dr,I I 26— \I TW 526 - —""�� ♦ 1 48 \ I I I 1 i o -- --- w I I I W v�� I I I I I GH T L — - — _ _ � �D"\ 90 \ \ o 29PO♦ Av A\ \ v GYINASI M I ° d ° � I I I �I 1 — � �- G— _ � ' _— — � � �♦ �\ � �S FE 51 I 1 I STAIRS 2 — ♦ \ a _ STAIRS 4 \ V ♦ \� \ ♦ 00 �� °�/� 0 23 18.0' � A ♦ dI v\ ENGINEERING2- I° I \sw - - - - - / W \ \ ` \ LAND PLANNING -PROJECT MANAGEMENT / ` I I W �\ \ \ \ \ \� \ \ NEW 2" WM ` ` 0� \ \ 912 E. HIGH ST. 434.227.5140 r UPPER (SCHOOL I FFE 1518 I ° W \ \ _ W W W W W 1�1/ ' \� \ \ \ /./.� ` ♦ `�\ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM d d �/ REGE4TS \ ` \ — — _ — -- — -- — \ -- \ — `� PLAZ� fER \REGENTS ` HALL M1LTP—UR-POSE — 6 CHOOL ADMINISTRATION FFE 520 ♦ ♦ —� —\�— — �\ .�1�� TH oDECK FFFFE 513 FFE 520 LOWER €a5--- SCHOOL � STO o FFE 515 i � — f � — ' \ \ � , _ - � ♦ � ;��j% _ v ATER\ ° d — _ v \ v -5 J� — — i ♦ — U JUST�SHIMP \\ \ UPPER — d —_— �� 0.0' — / / / — \ \ \ �� __ \� — _� 6.45183 o \ \ \ — \ \ — — — — _ UPPEF�SCHOOL I \ FF 3 \ \ \ \ � —LOWER- FIFE 5Q8 \ — °d \ LOWER SCHOOL — / SCHOOL °° FFES'L5 � / � i rF1`E 515 +L�-O SIONAL � —BUGS ELEVATED - SPIER FOUN,ATIONS \ 2 — — — S\—�� \ ` — I I 3' DECK HEIGHT LOWER 3 .0' \ \ — 8' DECK HEIGH _ \ / / SCHOOL \ \ _ _ 'FFE 51� UPPER SCHOOL '1`1`�508�� _\`\ —/ _— /1 \\ INITIAL SITE DEVELOPMENT PLAN—l HT 5C�JFFE 108 yE , \ —-- — ol \I \ \ 3' DECK HQGHT , S, S _ \ _ 7_ , REGENTS \ �40 S--- �� / �(s / , — \ -- �,_—�� -- ---- SCHOOL ` \ 12' DECK HEr T \ \ I — — ALBEMARLE COUNTY VIRGINIA i SUBMISSION: STORM W-ATE-R-D-ETEN-RW F9�1�TY- _ I % 2020.01.21 ��L1(ZN-ATI�RAf��NEL�_ 9 V V ` REVISION: , mum mom 001, FILE NO. — — 18.020 000 _ i i / / GRADING & UTILITIES 00 I- �� . A%� � __ � - — --- = --- -,, _ — ___-- � , � � — � / ,/,' � / �� - PLAN I 30 0 30 60 90 I SHEET C9 of C14 Graphic Scale: 1 "=30 UPPER SCHOOL W — W _ W W W W — W —�W _ A A \ �— — — FFE518 a e T a a / A v� \�— A ♦ ♦ �� MULTIPURPOSE — — REGENTS HALL i �S'PORT-£OURT— — — — — _ ' ♦ _ \ \ REGENTS V — � PLAZA \ � FFE 520 — — _ / % ' ' FFE ER P \ \ ADMINISTRATION — — — LOWER v /6 CHOOL A FFE 520 \ J SCHOOL ! \� /DECK / FFE 513 A Qe \ \ \ \ FFE \ \ ` \ \ UPPER \ \ \ \ \ \ SCHOOL L \ \ \ �HOOL \ \ \ \ — _LOWER SCHOOL / FFE 515� \ \ �72/� — _ _ — — — — — _ / — — _ \ \ �� \\ \ ♦\ \ \\ \ C-- — — — — —— \ -- UPPFEBO\\ FFE5L3 _ a _—�` \ --- FFE- y� \ \ i \ \; \ ♦ `\ �Ss \ \ \ 3' DECK HEIGHT / � LOWER —' 1 \ / SCHOOL �� \ ` / --FFE 51 — 8' DECK HEIG \ / \ — — — _ \ \ \ \ \ n ` _ — —� _ PECK EI HT / — _- \ \ 17— 1JPPER SCHOOL \ UP R \ 7-7 — \\_i— 1 / \ \\ \\ \ \ S `—��\--- //�f S FFE 508 \ \ 3' DECK -HEIGHT/ ��- -7 /f --/ /S /l / 1 Jr\� - \� \\ ---- - -� ---- CPI Q to- 12' DECK HEI T 7 �9 A G- �V\ v—�t ----- V - v�� / /�__ —----_ _/' / / / / , .— vvv_—--- -- vv °``-�' ♦\—v _ lv%vim _A\ `.y \--- — /�--- ( 1 / / // / _ — � �� /��-� -vim _ __� ��. \ � � v � �' � \ �� - �/// / � / / __ �v�► �--v / \ �/ / / / � J � _ /i 7� \ \ `\ -� \\ --- --- �� // / / / ( 11 // /� ✓ / // _ / / _/ /- �/ //l // // / \ \ \ 440 / �\� \\�\ � _- -_- ------ / �1. `\ \ \ - � \ \ � �-_- � _ --- --- /_� �'/ //� / ♦�__-�/� J / // // / /Sri f / / // /�` / / / / w � ` � \ \\ \\ -_ —49er �L/ \ —_-------__ — — \ Q�_� �7- -�& A \ i M B Via\ l -- — 4`� -A �� —_— �/ /� ----- �i�__--7 --— — — — — —' �v i v vv —_v v = �/cn00 00 00 v v v �- v v �- �✓ — -�60� -�� v v v v\ v I i/ / // / v �'� ��; i� -- - • - - V v v v� -- i o / / cn 00 _00 00 00 A ♦ � A I I / 00 I / 11110 \ \ 00 A\ \ 100 A \ 100too ♦ \ 1 1 I v �� I I I ♦100 \ \ to // ♦100 *00 - / 100 100 AI 00100 a, to too 00 \ \ i \. \ / _ \ / \ \ // // /� �/' / /' �/� �� i�i'�/ --- 100 �� i / i / / v / / ✓ / / / 100 ♦ — A /�100 00 Z Soo cpA v v v v v A �� .� vv _\ �� \ ��I \00A � ��v \'� v v V A \\ V A \ I v ✓ \ \ — v-- v vX v- VA\ \ VAVVA�\ VV� A 00*0 \ VA\\ \ A \ �1 A\ 100 ISTING PUM ION —_ \� I \ _ — ��100 �� \ i i v y / '�� ' �/ �— �Vv`ys TQ BE UPGI ADEDv\IE IR \�VA� 100*00� 40 • 40 :0 120 ■■■■■ GraphicScale: 40 ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH og;, U JUST SHIMP No.45183 O �'s90NAL INITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. OFF -SITE SEWER CONNECTION 18.020 SHEET C10 of C14 C10 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 48�+50 ,i -A v HORIZONTAL v v v CURVE #2 I - A EAM LY REY DE�1 R_414 E E` N EE 8 v _ -7-77 _ \ -- — — —� VDOT 00 14 I \ \ \ \ \ \ \ \ \ \ \ \ I RESCRIPTIVE RICHT_OF—w *+ 18' ROgp �- �v \ SIGHT DISTANCE (35 MPH) SDI: 390' II i 10 00 / / / �11+00 Y. \ \ 0 1+ \ Y I I I 13+\ — — \ 30 0 30 60 90 00 00 \ SIGHT DISTANCE LEFT EXHIBIT Graphic Scale: 1' =30' V A 14. — 14+0 \ 2 1 � \ I 4 SH U WI E ING \ / — ` SIGHT DISTANCE (35 MPH) SDR: 390' \� 7�00 \ \ HORIZONTAL CURVE # 1 4 i / o- \ Q CURVE 6 43 r7 0 0 - h) LC5 0 11) Lf-) - _ d- nj Ln CC rq ± uo (o L F__ Lo on u —r PVI STA. 17+82.00 w > > PVI ELEV. 547.52 > Q w Q a �� J �� 135.00VC U) w �U� ;� to w �u, L� n' w 1 5 5.48 S P v w 00 ~ ~ 1 7.u71 -Vril j j > — FA A. 12+57.00 2 ° PVI IA. 15+65.19 LLI i PVI STA. 17+73.86 a_ � pvi F1 w � )r pn o\n r7l F7\/ �,A -4 tan P\/I FI F\/ ..547 7n I 1 S , q6 4 -9.52VC 1 D 6_33S0 .00K—Val _¢ 85 V 6-*--#81"—' 46.65 _ _ -REST ELEV. ___-- -- CREST STA.17+20.56 CREST ECEV:545.92 I — GRADE - EX GRADE I 5 Q II I I I I —9 - ;� 'I f / i i I 00 en � I o Sri N I L Ci 0 r r \ L o L - 10+00 10+50 1 1 +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 SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM N,LTH OF U JUST�HIMP a 45183 O ��SSIONAL E��1 INITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. ROAD PLAN • • 30 •• •• Graphicc - • SHEET C11 ofC14 C11 r Lr)n N '-�Ln - _ oN 0 r7 off- r rnN u� in 00 0 �rj.i r �d r� � - ruj o - n11 +� 00 +t ��i� � oaj +ram, �� +ri N�g(D� 0)0 N 00 �� _ u� PVI STA_ 17+82.00 �.� w c.i v PVI ELEV. 547.52 > > > > > > 35.00VC Qw Qw � <w Qw � w Qw QLsw I- � w Qw ~nw 155.48SD I- J nw -i cnw nw cnw J v-)w o� cn�w 17.87K-Val 55 �U �i� » » `qro o-) r7 ~� U > > �> PVI STA. 17+73.86 ° PVI STA. 20+00.00 + CD � w ° PVI STA. 21 +47.00 ° a 't EL+ PVI STA. 25+ 1 0.00 ° PVI FI FV 547 7n rwi �i w -,Za -7n o Ln p\1 �-71 w ',,Jr) 1,n ro "In PVI F FV 5?6 90 u') LO � to u 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 0 +C6 Q0ff� N HIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH 0 U JUSTSHIMP . No. 45183 lli z�'SSIONAL INITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. ROAD PLAN 18.020 • • 30 •• •• GraphicScale: • SHEET C12 of C14 C12 Fl- . N �o + �1 T) T) c� > o 0 Q w CD o UiW NT) an C6 0 r + + o l3 r` Ln LL d N N Li u �, - L VIA +0 0.00 q- 2-2-. 6 — u o �� r o +rn dw J nw v c� DVC +a 6,d od- -T-751 — vo 1 0-r r > �,L U)w (/�w > >> - �-i9--o---�)- u . I 7 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 30+50 0 HIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �4;�,N,LTH Op U JUSTSHIMP No. 45183 � ISSIONAL INITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. ROAD PLAN =1 30 0 30 60 90 Graphic Scale: 1 "=30' SHEET C13 of C14 C 3 PRELIMINARY CALCULATIONS 1j". TM 75—ou ZONE: R1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL / USE: / I / 1 / / / / I / I CD - I / / / / SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED SITE AREA 832, 431.6 SE CANOPY REQUIRED: 83,243.16 SF STREET TREES (32.9.5): LARGE SHADE TREES (11 -13 MINIMUM CAL) 50' ON CENTER PARALLEL TO ROAD REQUIRED: 20 LARGE SHADE TREES* *NOTE: STREET TREES TO BE PLANTED BETWEEN NEW TREELIKE TO ACCOMMODATE ADEQUATE SIGHT DISTANCE INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 41,363 SF X .05 = 2, 068.15 SF REQUIRED: 2,068.15 SF OF LANDSCAPED AREA LARGE SHADE TREES (11 -13 MINIMUM CAL) 90 PARKING SPACES (90 / 10 = 9) ZONE: R1 REQUIRED: 9 LARGE SHADE TREES USE: SINGE FAMILY REST[_,, PROVIDED: 22 LARGE SHADE TREES* 1 SCREENING SHRUBS - AS NECESSARY TO MINIMIZE I APPEARANCE OF PARKING & RETAINING WALLS *NOTE. FOLLOWING EC DESIGN GUIDELINES FOR LANDSCAPING PARKING AREAS: 40' ON CENTER I\ 14.E — —� �— I OF �I ISHIM :1 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT � 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v _, , � � 1 �� . �°. �°. ;� ,.- a :a .� a aI ,� �� I I I I I I I I I I I I I � � � � � , �� ,, ♦.v v ♦♦ im ` \ ` ♦� v V 'UPPER SCHOOL A V ♦� i FFE,518 i REGENTS — — — — — — _ i v \ �� \ \ \A V — _ \♦� / \ PLAZA\ \ REGENTS HALL M-ULTFURPOSE — — — — — _ \ \ \ \ \ \ 4, DECK /"^OOL \ \ ADMINISTRATION _ FFE 520 ;-SP0 T--COURT— \ FFE 520 FFE 513 \ FFE€ 575_ / \ / t \ % SCHOOL —��T��r�� I------- \ \ \ \\ FFE 515 ° • I I . I / \ \ UPPER , I— a OQ SCHOOL < \ \ UPPER SCHOOL FFE SQ8\ FF \ — _ •° a .. \ \ \ \ \ � � \ — LOWER SCHOOL— SCHOOL — _ —FFE 5T5 / i FFE 515 \ — \ _I I A _ V V — — 3' DECK HEIGHT / \ / — $'�. v \ v v A LOWER \ �� \ V N — — — ' — A K HEIG I v / SCHOOL '"FFE 5—- -- - - - - - - - - - - \ _ - - - — — — LIPPER SCHOOL - - - - - - --- \ 'FF 508 U�- -- 5' J€El H GL FFE508 -- — '� _ vv vv APPROXIMATE 0G,� I ')'�V `� ��QA•� � �• `� � � \ `\ � � � � �— — — — V \ � � � � � � v v � �SEP � 3' \��\ o y. vvv ��—�♦ \ \ V \\ A Av \\ /— /�A\\\ T ROIJGROI�T \SJE -50 �� y v V ♦� ♦ �V \ V A 12' DECK HEIGFIT— \ / \ \ �— -- v 1 \ �� A — v � � _ �� A � "v \ � \ � � A I♦ \ \�— � � — -- / � V A _ � A \� \� � vim/ /� /� _ '� — --- — � I � I � �� v � \ —_ —�� — _ � v � � �� ♦ v / \ f- v i 9v � e 1 / < i` _ J , - , 700, t�� — L i vv _ �_ - v---- v '-- _ - - / / 40 0 40 80 120 Graphic Scale: 1 "=40' �_ p, TH O� O� U JUST SHIMP *5183 O ZSSIONAL�C INITIAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. 18.020 SCHEMATIC LANDSCAPE PLAN SHEET C14 of C14 C14