Loading...
HomeMy WebLinkAboutSDP202000010 Plan - Approved Initial Site Plan 2020-03-06i = , 1411,1111 EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 01) 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x SPOT ELEVATION Try t; Alm TOP OF CURB ELEVATION 311.5 TW x: Alm TOP OF WALL ELEVATION ?11,5 bW x� BOTTOM OF WALL ELEVATION STREAM - STREAM BUFFER �. 100 YEAR FLOODPLAIN BUILDING � BUILDING RETAINING WALL --. ------ - STAI RS EDGE OF PAVEMENT ------------.--------_-. ----_ _-__-____ ROAD CENTERLINE FRONT OF CURB BACK OF CURB o$oeo9og CG-12 TRUNCATED DOME -- -- -------- SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL `- - - CONCRETE r f RIPRAP ASPHALT EC-2 MATTING .; EC-3 MATTING WETLAND TREELINE J ____-_. FENCE UTILITY _ UTILITY POLE GUY WIRE a--OHU -- OHU OVERHEAD UTILITY UGU --- UGU UNDERGROUND UTILITY STORM STORM MANHOLE =�01 DROP INLET STORM SEWER ROOF DRAIN � R K1IT A it/ SANITARY MANHOLE ;v'- SANITARY SEWER MAIN S SANITARY SEWER LATERAL I At A Tr W W WATER LINE 0 WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS -_ .. ---- GA.} .---- 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 Inc. 3045 Ivy Road Charlottesville, Virginia 22903 PREPARATIONPLAN 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 DISTRICTMAGISTERIAL Samuel Miller SOURCE OF TITLE DB 5237 P 251 DB 660 P 780 (plat) SETBACKS Front: 5' Side: 10' Rear: 20' BUILDING I T The building height shall be limited to 2 stories, per conditions of SP201800011. TOPOGRAPHYSOURCE OF BOUNDARY AND 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. WATERITSERVICES This project lies within the ACSA jursidictional area for both water and sewer. Access to existing water and sewer service is available. GENERAL CONSTRUCTION 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 2A (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3A 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). 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 Vacant Land PROPOSED USE Private School (Grades K-12) SCHEDULELAND USE 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 31,900 SF 3.8% Pavement 41,363 SF 5.0% Sidewalk 40,796 SF 4.9% Open space 718,373 SF 86.3% Total= 832,431.6 SF (19.11 ac.) PARKINGUL 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. 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. Reviewf,d and Approved by the Comma iity'Developmunt. Department Date; a. I ature Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Virginia Department of Transportation Date Date IMAGE PROVIDED BY GOOGLE MAPS . 912 E. NIGH ST. 434.22Z5140 CHARLOTTESVILLE VA, 22902 USTIPJ@SHIMP-ENGINEERING-COM CAP. 0 44 U JUSTT SHIMP > Lkl*o. 45183 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 0 0, 01. 1 REVISION: FILE NO. RE I SY-2018-11 The Regents School of Charlottesville — Reseiwoit' Road ii, "Future brill€{ conditions" :will only include the traffic generated by the proposed increase in number RESOLUTION TO kPPROVCJ Special Use Permit Conditions itions of students over the number of vehicle trips associated with the private school use at a strident SP 2018-11 THE RGENTS SCHOOL OF { , Development of the SLiblect propertyshall be in fenc;rlll accord withwiththetheconceptJt plan entitled Spc€.tsll "Special enrollment of 280 and the traffic generated by any other operational changes; b. y CHARLOTTE VILLE--RESERVOI ROADROADUse PeSt Permit Concept Plan gild Engineering for Regents School of Charlottesville" prepared Proposed operational changes which do not eontbriii with and adhere to the. Conditions listed above Justin Shitllp, RE. of Shinip Engineering, dated Slily 16, 2018 kind revised August 23, 2019, which a Special would the submittal of an application{iGaapplicationfoe' use permit amendment and approval by the �. { WHERE AS, the Regents School of Charloftesvlllesubmitted an application for a special use permit , � " „ includes slleetS �� l — �,� Mlle Concept Plan"), attached hereto, as determined by the Director of Board ill' Supervisors, (a construct gild operate tI private school oil: � ax Parcels 07600�00-t}0-0 1700 and 07500-d0-i}0-Ob0O I ' located oonReservoir Road, Wit}I ail Iilittal n2axitllllan enrollmentenrollment of 280SttldelltS and tatelltial future�' and Zoning . 1 o be an and g Administratorin accord with the Concept Plan, �" p � development � �. T he applicant must l}lan, fund, and complete the transportation IITitiT'€)'��eiTlelltS t0 Reservoir Road n1i1X1i1111tI1 enrollment of•4f38 students, atT€l the application liLattion IS identified a5 SP20180001 }The Regents 'School } p g Ilse shall reflect the following major elements within the development essential to the design of the �' - °} p g « Sllolvil on the special use pei'nlit application Illatel'SIaIS titled I�+eSei'b�0I1' Road SLii'Vey foI' l�egBIItS of Charlottesville -- Reservoir Road ("SP 2018-11"); and development, ,as shown on the Concept Plan: School," prepared 1a Justin M. Shine P.E. of Shim a Engineering,dated Jul 1 201A prior to the p p y p� } y , p 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, 201€ , die, l duty noticed publichearing, the �l7enr21C County improvements within the Ii. {� arie area designated"School talJtS Site" on Sleet 1, approval b ID0 >the County Engineer,and other applicable Site Review Committee InCilbCiS, ald •�, y E €' � .. � Planning lert..oi1121i€,lYded sll}l}roVdl of �.�f �d1�-1 1 with Stctf� te4.o11iTlif:nt}GE{ Con€lltloTls,t%S �'t'e.11 15 � , � ,. h. the IUGati€JTl o� the hlghtfl€l �isill fIL.ICI 1Vltllin tlli' ��(.11€l€ll l�.eLietltio2l .�Se<i on Sheet �.i, are ,aLlb subject to 1Cf LtiiCCl County approvals of I�otid PI .l 1 �' l P c1I1's, ei '�cltet Protection Ott1l11dilCP� Plan, Tiild c`T{1 ,, . .. x . minor technical revisions and cltaiifacation to Condition #2 (now Condition 0) regarding potential future . - .� � 4C )? ,- C. the location gild configuration ation of � 99-ace area designated Undeveloped Residue on Sheet C3; €ItlleT` li bee ..' ' . , eillents. app Cca permitting requirements. increases to student enrollment fit excess of 280 students Lip to a maxii-nuin €>f468 students and/car a school } f d. the land use chart on `Sheets C 4 and C5 specifying ill "Prohibited Uses" and "Permitted uses" for � � g "Laird 5. If the use, structiu`e or activity authorized by this special use permit does not continence lvitllitl a period start torte later than 7:45 a.m.; and each different Ilse" area, of five year's after the date of <approval, the special use permit shall b€3 doerned abandoned and the WHEREAS, l atrin on September 1 , %t)l € the Il7eFllrirle County BfJc12`d €)f SLi}JeYv1So1'S 11e141 a €lLlly Minor modifications to the plan which do not conflict with the elements above may be made to ensure authority grunted hereunder shall terminate. leer the purposes of this Condition, the term "coinlilence" , noticed public bearing can SP 2018-1 l . compliance -,vith the Zoning Ordinance, l � means Starting the lawfulphysical Construction of any structure shown on the g y Conceptual Plall referenced in Condition l above, grid this construction S}la{1 C:oinTllenCC by September 18, 2024. 1 Except as otherwise provided herein, initial student enrollment Shall be limited to 280 students, and the start NOW, THERE, FOIiE, BE IT RESOLVED that, upon consideration of the foregoing, the staff time of the :school shall be no later than I:45 A.M. report prepared for SP 2018-11 and all of its attachments, the information presented at the pubic 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 sttidetits up to fa maximum of468 students §§ 18-1,4, 18•-1,5, 18-13.1, 18-132.15, 18-30. /.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 2018-1 1, Subject to the conditions attached hereto. time of any such proposed operational changes the applicant submits a formal request that includes a TI'affic Impact Assessment (TIA) which demonstrates the followiIlg to the satisfaction of the Director of Community x Development and has/tier designees: 1, ClaudetteK.13o1•gersen, do hereby certify that the foregoing writing is a true, correct copy of a a. The proposed operational changes would not result in any movernents with a delay greater than 50 Resolution dilly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, seconds; and ta. se o nds;proand operational Changes would not E'eSaiit lit any Iiloveill@Ill$ with a delay greater than 35 as recorded {Je}o�v, &t fi meeting }IZ}€{ on p 1111Je1' 1 i, 2Q 1 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 fitture build cannot increase by more than lit seconds; and c. The proposed operational changes would not restilt inany movements increasing by more than 15 = "" Clerk, Board of County Sit, ors Seconds between the future build and Ito build conditions' and d. Operations at the US 29 Bypass interchange at Fontaine Avenue Extended may not result in it being Ave Nay placed can the V DOT Top 100 Potential for Safety Improvement (PSI) locations for intersections or Mr. Hill y segments. Mr. Gallaway _y For the purposes of this Condition: Ms. Mallelc y M� Ms. Iv oK el y e, The Traffic Impact Assessment (TIA) dated October 12, 2018 and associated supplemental TIA's -- Palmerndl y submitted with SP20180001 I may be used for baseline traffic data lentil August 2021, If any request fat' Mr. lvli`. Randolph any such proposed operational change(s) is itlnde any time after August 2021, a new Tli�-'i and traffic counts will be required to establish a new baseline. f. The scope of tiny Stroll new TIA and traffic counts prepared in conjunction with a formal request for any Stich proposed operational change(s) must be determined in consultation with the Director of Community Development's designee(s), and niust include the following intersections: the Southbound Cxit ramp of US 29 Bypass, at the Fontaine Avenue Extended interchange; the northbound exit ranip of US 29 Bypass at the Fontaine Averme Extended interchange; and the intersection of Fontaine Avenue F'sxtended and Reservoir- Road. g. The identification of "fittitre build conditions" and "future no -build conditions" in any such taew TIA and traffic counts will be based on the following: i. "Future no -build conditions" twill include the traffic generated by the private school use at a student enrollment of 280 and other nearby developments, as determined through the TIA scopiil�a., process; and RESOLUTION TO APPROVE SPECIAL EXCEPTION FOR SP 18-11 THE REGENTS SCHOOL OF CHARL )'I" ESVILLE — RESERVOIR ROAD WI EREAS, the Applicant filed a request in conjunction with SP 2018-11 for a special exception to modify the lnaxiil uin allowable height of the light poles as required in County Code § 18-1 .3 to be increased from 35 feet to 70 feet for a proposed lightedballfield at the proposed school. NOW, THEREFORE, 13E IT RESOLVE D that, upon consideration of the foregoing, the staff report prepared in conjunction with the application and the attachments thereto, including staffs supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County Code §§ 18-4.17.5, 18-33 43, and 18-33.4 , the Albemarle County Board of Supervisors hereby approves the special exception as set forth above, .subject to the conditions attachedhereto. 1 Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct colay of a Resolution € uty adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote €af'six to zero, as recorded below, at a meeting held on September 18, 2019. Ave Mr. Dill Mr. Callaway Ms. Mallek Ms, McKcQl Ms. Palmer Mr. Randolph Em Cler ; Board of County SupeV 's SDP 2018-11 The Regents School of Charlottesville — Reservoir Road Special Exception Conditions 1. -rhe maximum permissibte height of the pops Supp€arting 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. 912 E HIGH ST_ 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN a@SHIMP-ENGINEERING.COM INITIAL SITE DEVELOPMENT PLAN SUBMISSION: N.A ri w IAM FILE NO. SP i4 ` _*° PLAN 0;°;E ' is. '; j i ; SHEET C2 of C14 LEGEND LAND USE PROHIBITED USES PERMITTED USES r — — — — — — — i Right —of —Way Reservation School Buildings and associated uses, Ingress/Egress, grading, landscaping, I I Parking and travel ways utilities, along with any other uses Academic Woods Area School Buildings and associated uses, Stream restoration, primitive trails, landscaping, Parking and travel ways gardens, utilities (which cannot be reasonably located outside of tree preservation area), and primitive r — — — — — — — School Recreation Area Primary school buildings and associated Ballfields, outdoor recreation, and associated uses, parking and travel ways associated facilities such as bleachers, dugouts, storage sheds, L — — — — — — — J with parking spaces concession stands, lighting, etc. r — — — — — — — School Buffer Area Parking and travel ways associated with Signage, grading, retaining walls, landscaping, utilities, parkinq 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 underlying by —right zoning uses 000 School Use Boundary Limits of disturbance for school use Limits of disturbance for school use woo #* 0 other than for those uses permitted in the academic woods area (see above) other than for those uses permitted in the academic woods area (see above) and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be the portion of the 000dmmyo woods area that is outside of stream buffers and preserved ium number of sites for primitive buildings or primitive structures or similar outdoor five /5J. The maximum disturbance area of any individual primitive building or primitive r outdoor amenity ahoU be 500 square feet. The maximum aggregate disturbance area for ]Yo buildings or primitive structures or outdoor amenities shall be 2,500 oqUOnu feet. primitive ohuctUreo, and similar outdoor amenities are intended to serve as on accessory and are not intended for use on o daily boaim, wotion shall be provided from the site to TWP 76-17. The design and location of the 1oU be finalized during the site plan process. Right —of —Way reservation area zhoU be reserved for future dedication upon demand by the r|m or the Virginia Department of Transportation. % of the school campus site, as shown on sheet C5' ohoU be delineated as open apooa. oHAnmrTFuwucVA, x2902 J USTI NQSHI MP-ENGIN FFmwG.omw INITIAL SITE ^— DEVELOPMENT PLAN /U�� ��/�0UNT/\U��|N0 ' "—`~`—'," `'°_.— COUNTY, "",uo"". SUBMISSION: 2020 04 24 SP APPLICATION PLAN & CONDITIONS SHEET C3nfC1d jl� 'I, A,, N "A' Y �k' N t c I 4F� A� A T X T, x et I J, - T, N -I,! V� _o_ ki "ir N, YALUAM I U R TT k V F) Fj, 41 P G �3 �D L k"I n u 7, v T tj kI, r RE',_,UEN rIAL 7('flF: % M, u E F;k' ;L) RESIDEN FIAL k Vl"Nj"-�'N'vx� X r A D C4 ARE,� 0E 0 '_V N­' l, �j N 7 /4 K11 I "A v v'A it V W \sN11',IL"*1x_\_1,. _ , _: , , , --V , 1. V 1, V � - . / / _Vt j _6_/ v A - , I � I ` 1- , , V� N X, X v v � A i -, A X 0, X, 'A "A. — \� "', t ,t� � 0. '\ — � " x f �6' �y Q\ kt� y, 10, Ii A� Al X loi J -4 %e V11 DAVID HAIRt-DW �F J, IG P __HD F1 RE`SIDEN H F "N't, -1 ,1 L It I li E: '�.INGLE F,`,11,11L f -H I It-P! NNH 4 �1 I j. 7 A tj 2.; F) El. 1 C H A R R 1 'M TM T�-61 -a 7CI�IJZ,: RI RFqF)ENflAL A- 6 _26 7 8, P G. --t 4 -,IDE D 3 A �­�NGLF FAMiL't Rc_�_ N, I i A L ECIL Tki 75-- 60 H )36, Flt­ 7221 T1111 76 1-4 A 7 - S-11`11I F FAM11. ( FIP-jr,F.1,j 1 7 j Ll: L X _`t­)N�: R'I RE� DIENFTI�`,L o,� VOA m A jFH __S!N(�LE FAIMILY RE'_�11 3 N, 1V x UNIVER's! I'DF 11 G Itj I Ci J I D _1 I I %: V, -7 'v X P N, 3B "",'A A V� , N Z i5�. -nN E: "IDEN F1,41 R I RL V, I% A_ tj ',E. U, I - ! III,'( 'L F F/M L)� iAL STEEP SLOPES PRESERVED �g 91, -1 Fs A, A Yp X, 'A, t il'_��,�,�,6,.'.,�"v_ 1�', - �%x 2 4k, A4 Al —4- v S 2 V, -w MAINAGED -.01 y, TEEP SLOPES V, - , "I �',t , , - — ------ - -- - % V, y 0 V": V, 1,11A D V' A, A j'� V, t fl� % t " 1, i� �� � I- Y.111 , � 1'-z �0,- , " , -1 - 1� I" I km x T", 3, % -4, i -T d, f N, "0 i" ,V� � N , . , - " I � � I � 1% A \�SL Vdj N I, v\ -0, Lc, Iq I V, it 7177 �A X q f \< V. A 7- vl, ti �J V, �v' Aj �,�A, 4, N V A, N V; v"T K-, A 'r, - , r�, 1`5 — , , �, , I - 4 _4 t J__ 2XI A A" z 1:Llv < 4, k; k", -T­, "I", 'N't N v"I k1- 6 V, r Y, �xq, I � 1 1 t 1v -CHARLOTTESALLE JN�_ — N & VNI V i xx\ 77 A\ D.Bi--523% PG 5C, pj�v� REGENTS SCHOOL OF �N v r0N A Q` % ...... kt�.,!L \l"'N- 1 4, A', -7 V 4 v X "n 'tt v T qc,� � , - I , , j j i t q A I.A t 7 _96 V, �P, T, A., n �,7 C 0 \\ - - _q�_ - �_' i - � < v-, v K 4 /j N r t,l 4 0A k,, < 7v X `4% N Z� N,*a A— t" 6k _,j 'S t A N' _4� _T� [P6L 'N T 2K2,�,� ti J4 A- 901 J WI X. �T j f hlt, f A" -470-- Y7. 77 IV' N V > 7. 'N" >1 4-L T IN -46 "j, Z & xK it Z_ j "1. 13 yl 'i"N, r It, ltv I CURVE DEL TA AN LINE BEARING DISTANCE ADIUS GLE CHOP\D BEARING CHORD LENGTH ARC LENGTH R qi� _N Zs­ y i < K L2 S I X5 6 -',3 8 W 8622' C2 129.36 958. 00' 1'44'12 N 4 1'1 Q't38 E 129.26 Ll S 080J6 52 W 38. J4 C1 Jg. 4 6, 252. 00' 8'58'15 N 4 1'4 7 ",39 E J9.4 1 72.49' 0 LJ ,5 84'3324 W 112. 1J` CJ 7-2.5j' 602. 00' 6'54 "11 N 48929'50' b, L4 N 69'1,348" W 74.27' C4 16697' 400. 00' 2JO55 `0 1 N 63'54 26 E 165,76' L5 N 82*J4"45" W 15-9.00' C5 2,9.92' 300. 00' 5'42 `50 N 7225 `52 E 29. 9 1 'Ni :k V, 7"J -q L6 S 71'36'50" W 9J.96 C6 87.40' JOO. 00', 16'41 `31 N 77'55'7,3 E 87.09' "iV, L7 S 72'21'47" E 47�27' `V1 111 LB S 61019'41" E 81.07' t L9 S 6700441 E B& 45 v1V L10 �S 75*20"41 E 95. 00 L I I S 8,9',35 `4 1 E I I 1 7,3' 0"I N N 78005'19 E 81.47' L72 jk L 13 N 04'14'15 W 15.9 7' 'A Vk� L14 N 46'76'47"' E 51-35 L15 N 5 1'56 `56 E 50.34 80 0 so 160 240 A Nv L16 N 75'51"56' E 54.88' tA Graphic Scale: 1 "=80' L17 N 75'17"17" E 55.65' L 18 N 6-9',34 `2 7 E t 6.,39' 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLF VA, 22902 JUST1N@SH1MP-FNG1NFFR1NG COM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. i 11 'j:, 11111ill g SHEET C4 of C14 I 1 1 1 \\ -�,1I ��'"� ,t `` ,)'� r ,. �_ � 1 t � J 1t�, \ \'•\ ' { - \ �1 I �- , 1�� . v �v 4 1y r, t \,, \ I s I'll 11 �`t" �1 -_� f r� �" l _ _ri � Lx t� j t` '�X / i MfiVll f�/ F�l s?`�' ! r _111''ju, '(. -1 '_1 4 / / - A' 1-" I ". l � i , 1 -; 1 �� I, _� � t �/ it Lf i�F. 1 FEE 1[,=I'l 11",II t_ i rt�" ���� 'I`, _ /i ( M E: _-,,'! GLE F'MI Ri II �',l IAA_ "I I, , , - I , _� \' - \�\' � �� / I -- i r > t T1v a �I \ �` � F1? s iARF 1G-IwI Nn, \1 / -7 � I v ! �� � � ,- A�Q eI - I � - i � /4 � L1w R,l? E v 'L, 4l r @♦ 4 a ,��d.� t ®� '� �`I� f.1 F�. iC�E��7,r1, t� ea . ' S �� i7 J -'- _-hT_'Er F1�('/iILY K ;IME[ ! �(: ,_ 'N �" ' i / / , � 1-17., . 1,A�l - -, I�� � I ° � �;- I _ N 1. f t �°'" �. I+ / - ,� `` - I 11 _i- I �_ "� - I _%�� _"_1 - "I '_ "�k, 1 �; / z �� I. ': ' l --a-- I , < ~ [j (p -_ D .-\ -I L-- "� v -� ` ,/'ae - -- i , .1 , - °,. N '"' `'^',",w i I i � " fpi 4 (_ -"I�\\"%N�Ij�.-I , �I. '"�i'�I� : �l I�\ ,��0"l�� �'%I "i'�\'�� \ I .1.I '1�\"1"'�\\1\''1I � \ , c\" ''. I \.. .._%".I1 �. �, \\\\''\_�)\1,I�II \I �\ 1" ,�-\'\ -"'1 , _I ' ,\\ y�I'\'-_. 1 -1,�0_ , """I,1� ._" �I _ _"A \4 % � � --�-I-- -,-- �_�_(_-1-_-�,"- _'%_-__ �-I'1 I -� I-_\1__1"_,_-,' N __1'/ -��,_ % � <\ \ __�, *" IL_,, ( - -II, '-�, . ��-'_�'_'I �<Pl4,_%, lI'�' I _�, � ,1/ .-, N-�-__,-11,._, \ _\4 -_I_1-%�Iv1, ' ,�-, 7 ,Z�'17�1I � ,�' 1 i ��/�"'�i A Z"` IlIIIIIA _v7 r 1 t,®a v A - r'C� / , - - _ f ,i I `�'- ..t.� �,­ '"I ..",,,__. y_'_ �' _ .,"'^- '.,�.`----._ �" '.,• ^t 1, t \ r v 1 .' "{ E---- '4v�..,_ I \ ' '� ✓ i - 4 . Y - ! - ..( / . -_' -- -- - - - �� -- _ i ) � 1 1 I � ' •__ r •-. , _c' - - - sue' u - 0. \ ,-, ". t -I- / f � 1 I -1� � � � - __�Y_ ; r _- -_ e� y a � Win. � - __ ),7' , -- -- r: , - B \- y �s u °4 z i i v' •� ,� t - l _ Y �� t \ �r - • r - _ ti � - v v _ v r, 1 ,, ,�� _ - - _. = - .5 I � ;4 + _ * - • __ - _ - - �, - - - a � a - i -. - . �\ - �ry - - r > _ _ — - 1 (; \ ` +m .� �;, �: �-- .sue--{-) �'-- - � r- - "" \ t \_-t i B ��_ _ , f --_ i _ vL _. 1 4% r I} t . ` L - B t, 1 r `� \ 1 ,� �. ®�. ®®®+®,�®®`� ® . ® ®_ ®® `, t 1 a� '.;} _.rw- _ "" ... _ \, . _ _ ,') \ /. / - F -- — --- <- —ems -- - --- - . � _ - ' i B B i I °\ l _ ,� = B B� i / / � - B / ( 1 0 ` i I '�`L�____ t �' z ;__ , ► /' � ' / � f " I( I� {,_=_ d B. a i ' ' r-� - , °t, - f ` - -' �' / o , a - ,, ;� f 0 __il I , &____4__ � , " ;!;:A.i�illi� 1 U 7ff er .�� I -_ _. _ -l-,_,EXISTING RWSA RAW WATERLINE t - -- - _ _ \ -c't ,, ; ' , . 1 ,-.: t "-_---t-----------`----=-------/------------------------- ----------- -----4- -------)---------``..---- ---- . - hEU - - - - - - r. - --, '\ � \. ' 't. "> , t is 1 !. , ' r + 1 ' r O�Clf SCHOOL f - ADRIIFt151FtA71CfV 30 . - _ _ RT -__ y 1 1 / /' �• / 8 ` g a �a .: v :ze - Lo ems__ - '�r�1 - - F�H�ir l t , 1 . . - ... t 1 1 : f ... , y/ � � m ®cif ®®®®j � m e ®®® o ®® ®®®®®m ®®� ®o ®®® — — — . ® ®s ue }¶' ! - _ ^ .. ,, `- - ` . _ _ - _1% ,� 1 f f t f� f i i J� scw„w ®`s. —i® l \ t rJi�i - - - ' - -, I j = _ - _ t p J % , n 'a - - - , - 1 - i.:I 1 - , _ --- �_ - O _ " ` . '� 1 1 .. (.. 1 , } '. ® y f __. UPPER - • `�t-�---, - - - - - - _ _ - . - -- '`` - `--- < _'°. j, J I ( I -- - -- -- - - - ---_ A d ; - '' %'_" 1--,%_ -"�- - _'" ,�­-­; � -"-,N.'A--I��_',"%-_:' �,_ I • I : - - u�a ss 1©OL - a t; - �R- - -- .._"� - k r , „ _ - SCHOOL ) C, 7 f , 5r2� - _-LflR- ' a _ .,t_,1 . ---- -_ � - _ - - - � l _ f _ _ _ fj j f r�4fig\?-_4. t •E, 4f 'I 'y :I-' I (_, q fir,-�.y,.�' ^ as;' ', �'..� -'-- _ _ - I - _ ,` _ t i _-- ,.,,,,� ,,., ^'^•.,,.. `'^,,.,�.,... - ___ ` . 3 BECf4 F{gIG - - _ d A ` g - w - \ 1 , t '� ° - ' -- 1 - - - - -� �` :. _ ; - ,' \ - --R€ra scwaaL � - -_ -- ` \ _ - - ' FFE SOS UHF A 1 -v - ` n. - _ _ i _ - _-,•., _ _ SCH L- _- - - - _ - -- . FFE , -A. : _ � _ _ _. - �'' - - - v - ® s - ---- - - - I 1 , - - -- - 1'"''»•, a,� ,r , �.,, v + ,...._-, . N• '�,'". - - _ BECkt-HEIgiT �`�.. _ `�` 1 -a --' 9 J . - -- --, _ l - _ ,'f _ i_ _ _--, _ .' - -- , 6'- ,� ® - - - -. �, - - _ - - - -*- _t 1, v ", -- _r -� G - $ o ��- - �v /' i _ _ _ _ �� `` - _� ., _ ,. u. i _ - -- + , ,�' _. - _ , �, i APPf�4Xl M�T� LO _ - CA-TI� - ®. - -' - - .., :, ^per ._ / I ., 4 ® - . _y 1 - _ _ , v. _ - _ - --- tr - � _ -- - - �i - -_ - - - , _< _, - , - _ i � -_ _ , „ _ _� _. _ _ - _ -__ ti 1 j <: - - - \' , _ ; _ ., - - - - ,... ',. _ l , � - _- - - - - - � _ - ' _ - - -__ -- : ,.., , ' �_ ®. - - - -- `' / _: �� --- _- _ - _ - _ n -., . - , . b _ 4� �� - - - \ \ _ _- _ �. _ - - ; - - - _ ll . _ , t, ^� - y __ �1� ; a , - _ _- �° --� __ __ -, __ , .'Po-. ' -5_-� _ F r "*.: -..- r, : ___t -, - . ;.r. - -_ Y» \ - - _ — - / - _ f _. U :. - _- - _ , ®. s - - '' -0°` �T- - - -- - _ _. ~ _ ,. _ , _ _ _ __ - - - �-- x� ;. _ _- _ ; ^ , v \, 4_ _ -- '; " \ _ _ - - -- v. - - _ - - `-^ - — ; 1, - - ,, _ - ~ - - r m - _ - _ L : -- - l �` r,v r `^, ., , , °: \ - - -:__ , ,-,.; -,.,.� : :. _ - _ _ - -,z� - i = - ' 1, - - _ -' _ -- \� - -- ,•' *i,v' `. :, „, `, `- 1 --- __ - _ --- F//ice - ``a.._ - _x. r' t f , , ® \ --. - - - J a ;. - 1� _ {` _ �..4,!.,, ,, ` f '� ,' �` ' _ �� . • - .�. _ / '' _ _ _ ,_ - _ , 1, / _ s , v: % m -� �`� Y'Y '17 / � 1 -^ - . - f r 5 - i J - Y _, - r ' v. -- - ;a a: ,� _ v '-� - ,r x ,\ ,- � - ---- - ( / ; _ 1�� �. i y -- _ __ �°°�� - , I. r ,� _-- 1 �� I v, r? /",), k 1_-----------� 1 ,� l I� , I ¢ - = - - I 1 '%' \ \ \ }j _ \ '\ w -- - -- - - ® - �a - - - `,I - - - 9 t J • i t B \ , 8 - f - - - a Il)'� _ �.-a'-e _ p ^� 4 t ,��� �`-�- r , � , -- -----------_= ,� Y ,. - �•� `:; \ Y� ll�`t v �� �v - Y' N '�1 N �, 11",s ""' \ \ _' ''N , \ ■ 1 I ,� i 1 ,-` - - __ , 1: - • FILE NO. SHEET C5 of C14 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. 10901,11 SHEET C6 of C14 30 0 30 60 90 -- Graphic Scale: 1=30 -_ 4 Ilk oi-ru eu oHu H jQ- __77 - ....>� "'ter / 1 �"'-...�...�.•„1_---b.r..,.a-_...m.� yy�� h�_` � _ "�.••.,.,�� � _ _ �_ `-� �, l .�� ` 912 E. HIGH ST. 434.227-5140 CHARLOTTESVILLE VA, 22902 JUSTINASHIMP-ENGINEERING.COM 0 U JUST SHIMP IA'c. o.45183 A *Zs'VIONAL� ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. SHEET C7 of C14 I EN�I ERYY BALANCE DETENTION PROVIDED \DI$CHARG� TQ 1QO-YEAR FLOODPLAIN STORVWATER DETENTION FACILITY mom I 912 F HIGH ST. 434.227 5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHINIP-ENGINEERIIJO.COM JUST SHIMP I . ./ ..k*�45183 ' A, SIOXAL INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. GRADING & UTILITIEJ PLAN SHEET C8 of C14 30 0 30 60 90 m m Graphic Scale: 1 "=30' -- 1 I I OHej �-----. eau —� 1 �H l I OHU 4 �, U . z� PTH (4t4� o C) JUST SHIMP . W . 45183 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION - FILE NO. UPPERISCHOOL --W -w -w w W W —5-40�_ w FFE 5113 MULTIPURPME REGENTS REGENTS HALL PLAZA�. FFE52D IFFE 515- PPER ADMINISTRAION LOWER IFFE 520 kHOO SCHOOL DECK FFE 515 FFE 513 -5 SG --LOWER- UPPER SCHOOL FFE 5T5 LOWERSCHOOL-- IFFE 515 UPP I ER -,SCHOOL '�&HOOL FFE 5Q8 3' D LOWER ECK HEIGHT/ SCHOOL 5 UPPER SCHOOL \ kfel -F rE 615 8' �ECK HEIGH- DE EIZHT UPPER FFE-508 OL_ FFE 508 SCHO 3' DECK--HEI-GHT/ L 001, Ir V2 DECK HEIGHT/\ - lop' -5 o 100 --49 Or 00 00- -4/70-- 100, 100, 401, �00 0* 0 —45 & 0101- 00 00, do 4L I I 100 7 vo 100 00 100 00 -00, 00, 40 cQ '100 U PE R -CHOOL _-SCHOOL�- FN 5" 100 STING PUMP \EX T,, RADED'dF O\BE UPG I R 912 E. HIGH ST. 434227 5140 CHARLOTTESVILLIF VA, 22902 JUSTINO-SHIMP-FINGINEERING COM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. i SHEET C10 of C14 �8' R �tE IN 7� 61 HORIZONTAL 11 ZONE: RI RESIDENTIAL CURVE #2 USER SINS LE 'FAMILY RESIDENTIAL ---Rz=41482 10 77$ vuul 30P PREsCRIpTVE R/CHT—oF—WAY 8' ROAD (Typ) �v X ummad 30 0 30 60 90 m■m m■m m■m m■m M Graphic Scale: 50 00 74 07 45 C& 7<>O 41 7-1 01 �o A/b 77 45 C'>0 'q VOL 43 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 HVISION: =11 30 0 30 60 90 ■m■m m 0 m MMMM091 phic Scale: 1 "=30' SHEET C1 1 of C14 L To 1A % -28+00 VDOT RIGHT OF WAY ............ HORIZONTAL CURVE, #10 912 E. HIGH ST. 4R227.5140 CHARLOTTFSVILLE VA, 22902 JUSTIN@SFIIMP-FNGI[JEERING.COM JUST I '-SHIMP 1'%V*o45183 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. 30 0 30 60 90 Graphic Scale: 1"=30' SHEET C12 of C14 HORIZONTAL CURVE #9 D— i 1 V,r-,' HORIZONTAL CURVE # T , % OF Q�� EIGW OF = R933 'HEIGHT ' �1��, 0 6ROSSw"=3.5 c.i ----- - 1 - t -- — ---- - — .. - - - - ----- - ---- --- — - --- -« -. - - -- - - - - -- - T . ---- --- -- -- -- --- -- ---- �a -----� 535 530 - - — - T ------ — _..----- - - — ----- -- -- ----- -- -- - -- 525 _ -_ - Lh 912 E HIGH ST- 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SH1MP-ENGINEERING-COM INITIAL SITE DEVELOPMENT PLAN FILE NO. • c �'Wklf • • • 30 .• •• >.0- •:■ ■ GraphicScale: • SHEET C13 Of C14 PRELIMINARY CALCULATIONS TM 7 L) E FIE IF ES -11 A L - JC IF- F- lv] F-,� E'-- 1 D 1 A L i L E iEi ING BUFER w L ... ........ —7 7: 71 7 -CrT 77J - ------ ---- - - CD CD T 41 -77 - i '� J�_ is l ( i, , ! V I it SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED SITE AREA 832,431.6 SF CANOPY REQUIRED: 83,243.16 SF STREET TREES (32.9.5): LARGE SHADE TREES (12"-14"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.G): 5% OF PARKING PAVED AREA. 41,363 SIT X .05 = 2,068-15 SF REQUIRED: 2,068.15 SF OF LANDSCAPED AREA LARGE SHADE TREES (11 -13 MINIMUM CAL) 2 4 90 PARKING SPACES (90 / 10 = 9) REQUIRED: 9 LARGE SHADE TREES -I I L E lk, '! 11 -, "� PROVIDED: 22 LARGE SHADE TREES* SCREENING SHRUBS AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING & RETAINING WALLS *NOTE: FOLLOWING EC DESIGN GUIDELINES FOR LANDSCAPING OF PARKING AREAS: 40 ON CENTER �-7 -506- -7- 44 %* -490 01 N�\ --7 00 00I -48G- 40 0 40 80 120 m I M m m Graphic Scale: 1 "=40' rmw = S H ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTlt4@SHIMP-FNGINFERit4G.COP1I JUST lOeSHIMP o. 45183 yd "I Z4sS'AOXAL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: FILE NO. SCHEMATIC LANDSCAPE PLAN SHEET C14 of C14 m