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HomeMy WebLinkAboutSDP202000052 Plan - Submittal (First) 2020-06-23FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW 311.5 x� 311.5 TC x 311.5 TW x 311.5 BW x Ww X X -0- -0- (1) m OHU OHU UGU UGU DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY O O STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY O O SANITARY MANHOLE SANITARY SEWER MAIN S SANITARY SEWER LATERAL S WATER W WATER LINE W 0 0 WATER METER 0 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS LINE GAS EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. REGENTS SCHOOL OF CHARLOTTESVILLE OWNER/DEVELOPER Regents School of Charlottesville Inc. 3045 Ivy Road Charlottesville, Virginia 22903 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING EC - Entrance Corridor R1 - Residential SP201800011 approved on September 18, 2019 permitting a private school use on the site MAGISTERIAL DISTRICT Samuel Miller SOURCE OF TITLE DB 5237 P 251 DB 660 P 780 (plat) SETBACKS Front: 5' Side: 10' Rear: 20' BUILDING HEIGHT The building height shall be limited to 2 stories, per conditions of SP201800011. Maximum height not to exceed 35'. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary is based on field survey by: Dewberry Engineers Inc. 4805 Lake Brook Drive Glen Allen, Virginia 23060 Provided on 05/11/2018, field verified by Justin Shimp, P.E. 10/22/2019 Topographic survey with two foot (2') contours provided by Quantum Spatial Topography of four foot (4') contours provided by Albemarle County GIS. BENCHMARK Datum for topography is NAVD 88 FLOODZONE These parcels lie within FEMA flood zones "X" and "A" as defined on FIRM map 51003CO268D, dated February 4, 2005. RESERVOIR WATERSHED This site is within the Moore's Creek Watershed and the creek shown is a tributary of Moore's Creek. Wetlands have not been identified on these parcels. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jursidictional area for both water and sewer. Access to existing water and sewer service is available. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. FIRE MARSHAL'S NOTES 1. A knox box is required on this property. The location of this knox box will be coordinated with the fire marshal's office. 2. ISO Needed Fire Flow for this site is 2,125 gpm. EXISTING USE Vacant Land PROPOSED USE Private School (Grades K-12) LAND USE SCHEDULE EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Undeveloped 832,431.6 SF 100.0% Total= 832,431.6 SF (19.11 ac.) PROPOSED Area % Building Pavement Sidewalk 24,722 SF 41,913 SF 25,726 SF 3.0% 5.0% 3.1 % Undeveloped 740,070.6 SF 88.9% Total= 832,431.6 SF (19.11 ac.) PARKING SCHEDULE Private School Use: 90 spaces required per zoning determination 60 faculty spaces, 23 student drop off spaces, 4 handicap spaces, 3 guest spaces Total 95 - 9'x18' spaces provided (includes 4 - van accessible spaces) Overflow parking to be provided as part of a shared parking agreement with Trinity Presbyterian Church. Pedestrian path provided for access to church parking lot. LIGHTING Lighting shall be in accordance with SP201800011. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the 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. S D P2020-010 TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1°=1000' rt�x RoWpd Mr)untain +iarni? ILLC ..1 'Ii,, „ :I, 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 & UTILITY PLAN C9 GRADING & UTILITY PLAN C10 OFF -SITE SEWER CONNECTION C11 UTILITY PROFILES C12 ROAD PLAN C13 ROAD PLAN C14 ROAD PLAN C15 LANDSCAPE PLAN C16 LANDSCAPE DETAILS C17 LIGHTING PLAN C18 SITE DETAILS C19 MAINTENANCE OF TRAFFIC APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date a a BUCKINGHAM ELALMORAL HEIGHTS RESERVOIR ROAD r�( Mp�11��5Uri S�hUpl SITE FCmT43 a ReSearo Park 1-rmuw -prenbVi !rtan Church I'elf r .11-4C-ifv'IIIQ IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o � O U . SHI P a Lic. 'L� 4 183 �o XrONA FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 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 plan entitled "Special enrollment of 280 and the traffic generated by any other operational changes; h. Proposed operational changes which do not conform with and adhere to tite conditions listed above Use Permit Concept Plan and Engineering Study for Regents School of Charlottesville" prepared by would require the submittal of an application for a special use permit amendment and approval by the WHEREAS, the Regents School of Charlottesville submitted an application for a special use permit Justin Shunp, P.C. of Shimp Engineering, dated July 16, 2018 and revised August 23, 2Q 19, which "Concept Board of Supervisors. to construct and operate a private school on Tax Parcels 07600-00-00-01700 and 07500-00-00-06600, includes sheets C 1 — C6 (the Plan"), attached hereto, as determined by the Director of located on Reservoir Road, with an initial maximum enrollment of 280 students, and potential future o d, dents, Planningand Zoning Administrator. To be in general accord with the Concept Plan development and g g P P 4. The applicant must plan fund and complete the transportation improvements to Reservoir Road Pp plan, P p P maximum enrollment students, and the application is identified as 000p 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. Shimp, P.E. of Shimp Engineering, dated July 1, 2019, prior to the „ « a. the location of the School Facilities Atea, 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 5.99-acre area designated "Undeveloped Residue" on Sheet C3; other applicable permitting requirements. increase(s) to student enrollment in excess of 280 students up to a maximum of 468 students and/or a school d. the land use chart on Sheets C4 and C5 specifying "Prohibited Uses" and "Permitted Uses" for 5. If the use structure or activity authorized by this special use permit does not commence within a period start time later than 7:45 a.m.; 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-I 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 tirne 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 fixture 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 Sup 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 �Le Nay placed on the VDOT Top 100 Potential for Safety Improvement (PSI) locations for intersections or Mr. Dill y segments. Mr. Gallaway y For the proposes 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 SP20180001 I 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 soutlrbound 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 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 18-33.49, 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. Mr. Dill Mr. Gallaway Ms. Mallek Ms. McKeel Ms. Palmer Mr. Randolph 3L Na y _ y y _ y _ y _ y Cler , Board of County Supe rs SDP 2018-11 The Regents School of Charlottesville — Reservoir Road Special Exception Conditions 1. The maximum permissible height of the poles supporting outdoor luminaries at The Regents School of Charlottesville's athletic field is 70 feet. 2. Outdoor lighting of The Regents School of Charlottesville's athletic field shall not continue past 10:00 p.m. SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O 5 v I�VVI. SH1W Y Lic. 4 183 4� �O G� ��SSIONAL �'� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 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 9 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 nage, grading, retaininglandscaping, walls, landsca utilities, L — — — — — — — J 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 .0♦� other than for those uses permitted in other than for those uses permitted in 050 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 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. 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H I ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O � SH1MP a Lic. .41183 �O C5 ' 8 jONA1, FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. 18.020 EXISTING CONDITIONS C4 N Acad6 l Wood Area w CO- w, N F DAVID D.B. 269 , PG. 154 / TM 5-61 / ZON : R1 US : SIN LE F MILY Si El /F / CH A D SH UM / / D B. 26 / TM 75-6 R RESI ENTIA SE: Si GLE NTIAL / I/ Acade is Woo 7- Ar a 71. 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SITE PLAN 18.020 • • 30 •• •• GraphicScale: • C6 HIM 3 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� F Grp u SHI P a Lic. 4 183 .o Z2�2v w� �o G� SIONAL �l`1 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. SITE PLAN i 30 0 30 60 90 Graphic Scale: 1 "=30' 18.020 C7 HIM 3 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� F Grp v l�I. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SxnvlP a 4 Z2�183 �O G� IONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. GRADING & UTILITY PLAN 30 0 30 60 90 I DAM BREAK INUNDATION ZONE Graphic Scale: 1 "=30' NEWTM I EW 03,1 OCK?RF ROOM J N W \ \ \ — 8" WL _ W /-----'/ / / / / FFE�`1 .16 / ;\ \ \ W— W _W\ �W- W —W —W —W W —W —W —W / \ / / b ' % YARD \ ° / I- DRAI ° DRAIN ` \,°a \ \ � �3/ SVC RAT 680 SF \ \ A O \ \ \ 4 VC - '/ — — \ ` - J \ \ \ \ \�J �\^♦`♦ \ — — — — — — ' / / / / / \ \ \ \ aGRA E L CKER \ a , — — �� \\ \ \ \ DI-3C a6' / FFE 512.5 REGENTS — a a a 5/8"WM . i / �' — / — — — -N-1 \ PLAZA WM a \ \ \ --_ `♦ i ' / — —� \ \ \ \ \ LOCKER ARD DRAIN \ \ \ \ — — — — — — / 6 SF 600 SF _ -�♦ — i \ \ \ \ �� \ \ \ \ \ \ \ /z \ \ \ \ C SRO �C ASSROOM %� — ��- t — — — — — IE_ \ _ 2,255 SF F �18. 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OFF -SITE SEWER CONNECTION 18.020 clo 51 S1 S2 S3 S4 S5 S6 510 505 505 x lcmcll' N 53 A4 A4a 535 o Ln Ln Q x c 500 — _ Z D o m 500 o — — wow — a 5300 o X. GRADE 530 r n w O H w H 495 a; + — — _ 495 I o 0 �00C o m f 0 wo6� O 525o f � � o � 525 490 + 490 w o �� o x xo� / �� 7.4 R rn"' 3LF - 8" SDR-26 PVC @ 0.70% $ SDR- o0 520 0 520 48 � `n / 00 co _ _ . 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GRADE z N o~ I I — U 523r 520 — — — z P cn 50 w Q w Q a- Q 500 w0� Ld 51 515 z ~ `n FILE NO. 204.85LF — 5" HDPE @ 1.50% 495 495 1 8.020 N N � N o H Q, 6, 88.01LF - 15" HDPE 00 0 8.01LF - 15" HDPE @ 1.00% � cq 51 510 � D z 49 - 15" HDPE 490 UTILITY PROFILES 5p 0 �5 12+00 12ro z z_mO1 10+50 11+00 11+50 z -12+00 0 >12+50 13+00 > z 13+50 14+00 z 14+5405 0> STORM SEWER PROFILE A3—A3a o>_ 8 STORM SEWER PROP EE Al —A1 d zz C11 zz z - HORZ: 1 "=30' Z Z C11 HORZ: 1 "=30' - VERT: 1 "=10' VERT: 1 "=10' I I V HORIZONTAZONE: R 1 RES D E N T AL L CURVE #2 USE- S NGEE EAM LY RES DENTAL C� 4. � \/ ` � � \ \ � \ � \ \ V DOT 30 PRESCRIPTIV \ \ \ \ / RI, H T� F- WAY F��SER�A N - \ � � \ \ � I E RIGHT-OF-w \ � \ \ � � \ � � PINE \ AY \ \ \\�-SIGHT DISTANCE 35 MPH SDI: 390 \ y C \11+00 vv SIGHT DISTANCE LEFT EXHIBIT II \ 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 &1 15+00 yb'A/ fin, 7 • • 30 .• •• GraphicScale: • r7 r O O 61 O O _Q0 � —0) u>o LQ N 00 �� O6> OWN OOP 0-)� +° + +r) +� +� + + LO 'tLO (ou) �DLn r-Lo 00Ln PVI STA. 17+82.00 — Q w Q w a >LLJ Q > > > PVI ELEV. 547.52 > ifl�w 35.00VC cnw ~nw cnw 1 55.48SD � w u u I I u u U U u u 1 7.87K—VaI » » » » » » » a_ PVI STA. 12+57.00 a PVI STA. 15+65.19 a- a_ a_ a_ PVI STA. 17+73.86 PVI ELEV. 526.80 PVI ELEV. 543.90 PVI ELEV. 547.70 52VC CREST ELEV. 546.65 r ``PROP. GRADE EX 557. Lo 177 to -50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 HIMP 3 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O r, v PVI. SHIMP Y Lic. L24 183�2� wr �O G� ��`sSIONAL �� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. ROAD PLAN =1 • • 30 .• •• GraphicScale: • C12 PVI STA. 17+82.00 PVI ELEV. 547.52 135.00VC 155.48SD 1 7.87K-Val PVI STA. 17+73.86 PVI ELEV. 547.70 52VC 1 D6.33SD 2 .00K-VaI = .65 r— �2 Enl O N 0 O O l(-)L(-) COS O 00 ON ML0 000 n LC-)O Nr- 00N6j +++r7 +r7 00 Ln 00 Ln M Ln 0 n LC) N N � Q w Q w Q L W J H J W (n W Co W (n W Q w (~ LiQ 55 N 00 ou dd 0- a_ a_L O a_L dd PVI STA. 20+00.00 + r7 PVI ELEV. 534.70 O U) PVI STA. 21 +47.00 PVI ELEV. 540.50 0 O N N � +r7 n N J U� W a- 90 1 +56.01 539.10 .15VC 2 .03K-VaI ROP. GRADECREST y ELEV.532 X. GRADE o n O N-) -fo0 CN + N -t LCIA- LC-) N N Q LLS W �nw > > -t + N�j N LC) 0 '- o 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 PVI STA. 25+10.00 PVI ELEV. 526.90 � N N +� Ln u> N O LLJ J CD � n W N Ln -C6 CoLn W W N 24+50 25+00 25+50 26+00 26+50 30 0 30 60 90 Graphic Scale: 1 "=30' HIM 3 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� Lr O ?, SHI P a Lic. 4 Z21183 2v w� �O G� ��SSIONAL EI FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE N0. 18.020 ROAD PLAN C 3 555 550 545 540 535 EX- 3.5 530 HEIGHT OF 0 F.T — — 525 520 515 540 535 530 525 520 515 510 505 500 495 490 485 480 10+00 10+50 11+00 11+50 12+00 12+50 13+00 1 SIGHT DISTANCE RIGHT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 390 F 13+50 14+00 HEIGHT F 4r!! - 7�\T S/GH T 390 F GRADE \ SIGHGRADE \ T S/Gy T \ \ \ \ J X. GRADE 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 2 SIGHT DISTANCE LEFT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 13+50 14+00 555 550 545 540 535 530 525 520 515 540 535 530 525 520 515 510 505 500 495 490 485 480 �? N f N 6 0 + (N Lo Ln N > 0 0 Q J 0 7 0 U) W > > > (D � + O W W N N Q W � J UU �� - a o� 00 (D +� N 6) 't QW C/i w U U +o 0 0� — a H J nW CnW W W RVI STA. 29+63.61 W W 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30-4 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 HIM 3 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� r Grp O u SHI P a Lic. 4 21183 �O G� ��`rSIONAL �� FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. ROAD PLAN =1 30 • 30 .• •0 GraphicScale: C14 / D.B. 2-e TM 75-60 / ZONE: R1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL / I / / I � / I I II W-- \ 1 — c 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 21" 9 299 2691 n° 9:? Large Shade Tree g Tilia tomentosa „ "Green Mountain" 22" 10 276 2760 Green Mountain Silver Linden Screening Evergreen Cryptomeria japonica Cryptomeria Yoshino 4 —5> Ht. 44 123 5412 Yoshino QOrnamental 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 Weeping Cherry 6-7' Ht. 10 77 770 Pendula Rosa' Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 19 50 950 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 21 16 336 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 10 23 230 Ill -ow Maintenance Ground Cover. Wildflower Seed Mix TOTAL SITE CANOPY1 21,863 SF I NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy Lam,, USE: SINGE r I I \ I — x 400,R V AA 26 \\ \\ �\ \ \ \ 24 HIM 3 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O� F Grp v . SHIMP Y Lic. 4 183 Z2�2� wr �o G� ��`rSIONAL El`1 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. LANDSCAPE PLAN 18.020 40 • 40 80 12# GraphicScale: • C15 LANDSCAPE SCHEDULE Plant Symbol Panting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF 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 °6° oQoo Large Shade Tree g Tilia tomentosa "Green Mountain" 1„ 22 10 276 2760 s Green Mountain Silver Linden Screening Evergreen Cryptomeria japonica Cryptom eria Yosh in o 4 —5' Ht. 44 123 5412 Yoshino 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 Weeping Cherry 6-7' Ht. 10 77 770 Pendula Rosa -_„ Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 19 50 950 Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 21 16 336 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 10 23 230 I + Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 21, 863 SF NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy 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. V44 4O\ �4 O OF ROOTBARL AP FROM TOP 1/3 MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER OQ I //V 3" TALL WATERING BERM THOROUGHLY. 4 0 0 FINISHED GRADE L o PLANTING PIT. Do PREPARED SOIL FOR SHRUBS 1/2 BALL DIA. MIN. w SOIL SURFACE ROUGHENED Q TO BIND NEW SOIL 1 SHRUB PLANTING DETAIL C16 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIM 1-1/2" SO. 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 CD Ln I 1992 DRIP LINE SNOW FENCE BOARD FENCE 3.38 FENCING AND ARMORING CORRECT METHODS OF TREE FENCING =NCE 00 CORRECT TRUNK ARMORING #0 00 TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8) SITE AREA: SITE AREA: CANOPY REQUIRED: CANOPY PROVIDED: ACADEMIC WOODS AREA: 10% CANOPY REQUIRED. 832431.6 SF 832431.6 SF x 10% = 83,243.2 SF 83, 243.2 SF 21863 SF +260924.4 SF 282,787.4 SF PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (11"-1" MIN. CAL.) 50' O.C. PARALLEL TO ROAD REQUIRED: RESERVOIR ROAD — 999 LF/ 50 = 19 TREES PROVIDED: 22 LARGE SHADE TREES INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKED PAVED AREA. 43,761.2 SF x 5% = 2,188.1 SF REQUIRED: 2,188.1 SF PROVIDED: 3,286 SF INTERIOR/PARKING LANDSCAPE (32.7.9.6) 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 HIMP 3 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� F Grp v SHIMP Y Lic. 4 183 1-d lb �O G� SIONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. 18.020 LANDSCAPE DETAILS 2 TREE PLANTING DETAIL C16 Not To Scale C16 Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number Lamps Lumens Per Lamp Light Loss Factor Wattage F-1 A 12 BEGA Converted by LUMCat V 10.06.2015/H.R. 99523 LED 925 4W 99523_BEGA_IES.IES 1 Absolute 1 106 Notes: 1. Parking lot lights to be mounted at 20 ft. 2. The maximum permissible height of the poles supporting outdoor luminaires at the athletic field (not shown) is 70 feet. 3. Outdoor lighting of the athletic field shall not continue past 10:00 p.m. RIGHT OF WAY LINE o 0 x O 0 o X ° 0 0 0 0 X v° 0 X X o ° .0 0 O X 0 X O O ° °•O ° X °•0 X X O X O 0 0 X X ° X 0 0 X X X O X ° 0 X 0 0O X 0 ° X 0 O� �; X X ° X X 'O O in 'O X X O O O 0 X X O O X o 0 O ° X •O X O x ," 0.5 FOOTCANDLE 0 O X CONTOUR O p X O O X C) ° X O x ° O ' x X ° 0 X O x , O x ° X x O.0 X ° O O o O x O ° 0 O O O X O O x x 0„ X X ° ° 0 x O x O x O X 0 O.0 O O O O.0 x O 7 O 0 00 O X X > x O O O X O X X O x � c� x 0 O O X O 0 O O 7 O O x x 0 O X x O O C> 00 O ° •� x �. 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X x S 0 > x x .0 X cP O 0 O 0 x o x •0 7 `Sx 0 �S sx 0 j C s � r� x s o O � •S O o •s LED pole -top luminaires - Asymmetrical light distribution Application LED pole -top luminaire with asymmetrical light distribution designed for the illumination of parking areas and roadways. Tool -less entry with hinged door for ease of maintenance. Provided with slip fitter to fit 3" O.D. poles. Materials Luminaire housing and pole fitter constructed of die-cast marine grade, copper free (s0.3% 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 92A 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 h (L70) Lifetime at Ta=35°C 308,000 In (1-70) 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) CUS: 1 � 13 E:1 A c Pole -top luminaire - Asymmetrical light distribution LED A B c STATISTICS: Average = 1.1 fc Maximum = 11.3 fc Minimum = 0.0 fc Max/Min = N/A Average/Min = N/A BEGA Type: BEGA Product: 99523K3 Project: Modified: Available Accessories IMS-111_2 Internal motion sensor - 8' mouting height IMS-111-3 Internal motion sensor - 20' mouting height IMS-111-4 Internal motion sensor - 40' mouting height narrow IMS-111_7 Internal motion sensor - 40' mouting height wide FSIR-100 Configuration tool See individual accessory spec sheet for details. Recommended for use with 30' to 35' poles 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 SHIMV ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� )MP SLic. 4 L2�SSIONAL FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. LIGHTING PLAN =1 30 0 30 60 90 Graphic Scale: 1 "=30' C17 4„ 7Y2 a " a 15" MIN 18" MAX. SPECIFICATION REFERENCE 105 502 RADIUS SEE NOTE 4 ACE BASE R 6" SURFACE BASE SUBBASE CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS WETING THE REUIRWAPPENDIX EA NTS FOR OFE VDOT ROAD DESIGN MANUAL. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 * EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ----------------- EXISTING SUBBASE PROPOSED SUBBASE -------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. �� ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC 315 SHEET 1 OF 1 1 REVISION DATE 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 375,17l3 2 RESERVED- FC 125 4.25 1 PARKIN 20 _ F 1 ,a 4• S 3.876 3875 IF ' 1s 75 2.5 IF F p12 w R7-8 NO PARKING LEGEND — GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND —WHITE (RETRUREFL) "Reduce spacing 50%. "See page 6-31. '**See page 6-2 for arrow design. r. D — 1 I � V N ' r -K . _...... a '. ACCEac-SIBLE__ 1 r 11f A R7-U ,{ c VAN uAN►�snaLf ACCESSIBLE R7-8b V01ACCES&OU A B G D F F G H ) 8 t 17,, E 'm .738 15 1 5 n .5 1 1)LR71 1W r.E} 131 18 9 375 A38 24 2 f1 1 15 fi 2.496 52M 15 PARMFIC; APPuG4TON DMEL•TIONAL APPLCATMN COLOR& LEGEND -GREEN (RETROREFIECTIM I)R BLACK DMRS LEGEND -WHITE (RETRDREFLEGME) BACKGROMO-WHITE (RETROREFIECTTUE) BACKGIEIXRID-BLUE (RETROREFLEUTWq CG-6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4• FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL. e s e e s 7„ • e e e e e e e e e e e _ — — — THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" TTHIS 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV. 9/O6 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 AUTOTU R N EX H B T SCALE: 1 "=30" CTANIF)ADF\ DI IC Ar) ZO£ NOI1VidOdSNVal 30 1N3W1aVd30 VINIOdIA 01/g0 60'1701 I Z 30 1133HS ££z ,9 - (H) H1d30 wnwlxdw :3dld „0� - Zl 31VO NOISIA3a SOaVONVlS 3001a8 ONV OVOa 13 ­1 N I d 0 a G 8 d no a dd 4 NV 1 S 30N3d3J38 NOIlV013103dS 104A ?d01a13WWAS 38 Ol S30IS H108 8311no 1nOH11M SOVS NI 3sn 8o3 aano O1 111430`df av S30VdO No 3sn aoi 03Sn N3HM ll`d130 ( ( f MOId MOId = MOl3 I = I = I I I I - -' 1N3W3AVd 03d7M I 0£ 10 I BC -ICI l V£-10 1N3W3AVd 'addVM „Z 'D-0 ,Z 1V 31VId 1N38 Ol C13013M SlIVi30 3SON aV3HS ani5 „ti X „Z/i H1IM a3aOHONV 38 Ol SI aNV Sa0103NNOO '0-0.Z 1V Nod 31ONV 01 .0£.29 d0 31ONV NV NO iN38 38 01 V 3dA1 a03 31VId C13ZINVAIVO C13013M a0133NNOD aV3HS aniS ..t, X „Z/i 8 3d ki V 3dAl 'S(IWONVIS 9-00 8 Z-00 H11M a3Sn 38 IIVHS 11V130 3SON 8 3dAl 03ZINVA-WO „b/iX„Z/iZX„Z/Zl N 'SaaVONV1S L-00 8 £-00 H11M 03sn 38 11V'HS 1IVi30 3SON V 3dA1 31V1d d1jX9 iN38 8-8 N01103S (o3A0W3a 8311n0) - 8 2-f8 NOIiVA313 1NOdJ 310H d33M 8 SaV8 d313NVIO ..£�E° 3 SaVB 9__9 C2N 8 3 SaV8 3 SWEI S 8 - - - - - - - - - - - - - - - - - - N Gi = N ` I 8311na > z N HDVOaddV V SaVB x ' Z a311n0 0--- Z 01-,Z f '1SNOD 03A3N -) OZ 'XVW 3l8dIaVA l 1NIOv --.,] 'XVW ,Ol NIW , Ndld 'NIV4 .9 iNIOr I0a1N00 NOVaO iNIOf 10a1NOD AO a0 a311n9 N 88n0 30 30VJ SaVB II I S 310N V dve d dve II II o OD3S,'Sd31S = m °'8 m9m N0w3aVM0H 310N 33S m p 1 IO N A '3I0H d33II I 0 J Sdve z Hi O 2diSaVm p 3SV8n5 v 99IJ 0 SaVB - ° 0 a311n0 m O SaVB a3aaVM10� „Z 0 aV8 Z 01 02roaNd1S 33S 1NIOf r NIVM30IS d0 NOVB '8 83A00 3WVad „01-,£ 1NIOf NOISNVdX3 HOVOaddd 0 SaVB 131N1 d0 S1ro13O a0d S a3A3N NOISN'dd03 D£ '8£ b£-10 1.5" OF SM-9.5A 2" OF BM-25 6" - VDOT #21A BASESTONE DOMPACTED SUBGRADE ON-S TE PAVEMENT HUM Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 0000000000000000 r0 4" COMPACTED VDOT #21A -�� COMPACTED SUBGRADE TO BE FIELD VERIFIED DUMPSTER PAD DETA E Not To Scale HIM ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� F Grp 0 U SHI P a Lic. 4 21183 G� SIONAL �l`1 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE NO. SITE DETAILS 18.020 C18 Page 6H-48 September 2019 Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2) NOTES Guidance: 1. See Table 6H-5, page 6H-6, for recommended spacing of advance warning signs. 2. SHOULDER CLOSED (W21-5a) signs should be used on Limited -Access Highways where there is no opportunity for disabled vehicles to pull off the roadway (see Figure TTC-6). 3. When closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side signs cannot be installed.' 4. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure should be provided in feet or miles, as appropriate. 5. An emergency pull -off area should be provided per Section 6G.18 and Temporary Traffic Control Figure TTC-8. Standard: 6. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 7. Group 2 channelizing device spacing shall be at the following: 11 8. For taper lengths, see TTC-19.' 9. See Table 6H-6 for barrier transition flare rate.' When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A-4 of Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type II shall be used. Refer to L&D special design drawings. 11. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers and centered' in- between the barrier panels along the parallel or tangent sections' approximately 24 inches up from the roadway surface. Guidance: 12. Eradication of existing pavement markings should be as shown in Figure TTC-SS. Option: 13. The barrier shown in this typical application is an example of one method that may be used to close a shoulder and lane' on a long-term project. 14. Long-term transvere rumble strips may be installed to enhance the work zone see Chapter 6F, Section 6F- 99 paragraph 12 and 13 for installation guidance and spacing' 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 Group 2 Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 -35 36 + 0 -35 36 + Transition 20' 40' Travelway 40' 80' Construction Access 80' 120' Construction access spacing may be increased to this distance, but shall not exceed one access per'/< mile. September 2019 Page 6H-49 Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2) END _ END ROAD WOR ROAD WORK G20-2 (V) BARRIER PANELS SEE NOTE 11 Z U�" LINE BEGINNING AT ANGLE BREAK BARRIER DELINEATOR g SEE NOTE 11 OF BARRIER W] TYPE B WARNING LIGHT � SEE NOTE 11 Q8" LINE a BARRIER PANELS ,O SEE NOTE 11 O BARRIER DELINEATOR O SEE NOTE 11 7300'O GROUP 2 CHANNELIZING DEVICES SEE NOTE 7 o� 0 SEE NOTE 9 ERADICATE 200' OF EXISTING O PAVEMENT MARKING n 4 GUARDRAIL SEE NOTE 11 a ILLUMINATED FLASHING SEE NOTE 11 Oa AMBER ARROW TYPE -N if- O SEE NOTE 3 I Q SHOULDER TAPER SEE NOTE 1 00 W4-2R I i�f OPTIONAL LONG-TERM SEE TRANSVERSE NOTE 1 RUMBLE STRIPS ERIPS R4-V7L KEEP _ i� LANE ENDS W9 2L 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 Page 6H-15 Stationary Operation on a Shoulder (Figure TTC-4.2) END G20-2 (V) ROAD WORK 500' + 80'_ 120' a\ SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 0 ILLUMINATED FLASHING AMBER (CAUTION MODE) • TYPE B OR C SEE NOTE 9 0 O 0 SEE NOTE 6 O CHANNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTE 2 IGHT RIGHT OULDER SHOULDER-W21-5aR OSED CLOSED SEE NOTE 2 RIG RIGHT SHOUL SHOULDER CLOSED CLOSED W21-5bR AHEAD111111111D AHEAD - SEE NOTE 2 ROAD ROAD WORK WORK W20-1 AHEAD AHEAD 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 i� LANE CLOSED HEAD. t t t i� on PCMS - SEE NOTE 3 Page 6H-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.2) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 81, sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 1300'4S00' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emerging; from that roadway will encounter another advance warning sign prior to this activity 4. For short duration operations of 60 minutes or less, all signs and Channelizing; devices may be eliminated if a vehicle with activated high -intensity amber rotating, flashing, or' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) shall be at the following: 7. Channelizing devicespacing shall be at the following: 11 8. On roadways with paved shoulders having a width of 8 feet or more, Channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 9. The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 10. Atruck-mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 Taper Length L Speed Limit mph Lane Width Feet Remarks Speed Limit mph Lane Width Feet Remarks 9 10 11 12 Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 -35 36 + Transition 20' 40' Travelwa 40' 80' *Construction Access 80' 120' "Construction access spacing may be increased to this distance, but shall not exceed one access per 14. mile. Page 6H-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES Guidance: 1. Sign spacing distance should be 350 '-500'where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E.07.Z Standard: 4. Portable Temporary Rumle Strips (PTRS) shall be used as noted in Section 6F.99. 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 6. All flaggers shall be state certifby ied and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6H-4 on Page 6H-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A SLOW (W21-V 10, sign' ma�quired in this area to give advance warnins; of the operation ahead slowing approaching traffic prior to reaching the station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the PTRS'should be readjusted at greater distances. 10. When ahighway-rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones maybe eliminated when using apilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users approaching from both directions, maybe used (see Chapter 6E). Standard:' 14. When used', three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W3-4) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 September 2019 Maintenance of Traffic: TTC 23.2 to be used during entrance installation. TTC 23.2 with traffic barriers from TTC 20.2 to be used for regrading of Reservior Road. For should widening, use TTC 4.2. Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) 4V3 ciao &aV3HV doa salaIs was dOlS Ol 03aVd38d - - 38 Z Tm m 9'8 S 'E 'Z S310N 33S L NOIl'd1S b300d�g PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT <40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET PTRS T SEE NOTE 4 -� 0 0 + 005 ROADWAY I CENTER LINE 16 PTRS SEE NOTE 4 & 14 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 ® G20-2 (V) 500 ± 50' - 100' BUFFER SEE TABLE 6H-3 80'- 120'NJ HIM SHADOW VEHICLE REQUIRED � BUFFER SEE TABLE 6H-3 IL-50'- 100' s, FLAGGER STATION SEE NOTES 2, 3, 5 & 6 e� lllr � m SEE F NOTE 1 • o �� W20-7 Z w SEE NOTE 1 BE � PREPARED W3-4 TO STOP SEE NOTE 10 SEE NOTE 1 RUMBLE STRIPS W20-V26 SEE AHEAD SEE NOTE 15 NOTE 1 ONE LANE W20-4 ROAD SEE AHEAD NOTE 1 ROAD y - WORK W20-1 AHEAD ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� F Grp Gs� U �. sxnvP a Lic. 4 183 � L2�2� w� �O G� SIONAL till FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.04.20 PRELIMINARY ARB 2020.06.22 FILE N0. MAINTENANCE OF TRAFFIC 18.020 C19