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SDP202000052 Plan - Revision 2022-04-04
FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW E 311.5 x >�'n 311.5 TC x 311.5 TW x 311.5 BW x a -0- -0- CD 0 CHU CHU 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 STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN o A nuTA nv 0 SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. REGENTS SCHOOL OF CHARLOTTESVILLE OWNER/DEVELOPER Regents School of Charlottesville Inc. 3045 Ivy Road Charlottesville, Virginia 22903 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING EC - Entrance Corridor R1 - Residential SP201800011 approved on September 18, 2019 permitting a private school use on the site MAGISTERIAL DISTRICT Samuel Miller SOURCE OF TITLE DB 5237 P 251 DB 660 P 780 (plat) SETBACKS Front: 5' Side: 10' Rear: 20' BUILDING HEIGHT The building height shall be limited to 2 stories, per conditions of SP201800011. Maximum height not to exceed 35'. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary is based on field survey by: Dewberry Engineers Inc. 4805 Lake Brook Drive Glen Allen, Virginia 23060 Provided on 05/11/2018, field verified by Justin Shimp, P.E. 10/22/2019 Topographic survey with two foot (2') contours provided by Quantum Spatial Topography of four foot (4') contours provided by Albemarle County GIS. BENCHMARK Datum for topography is NAVD 88 FLOODZONE These parcels lie within FEMA flood zones "X" and "A" as defined on FIRM map 51003CO268D, dated February 4, 2005. RESERVOIR WATERSHED This site is within the Moore's Creek Watershed and the creek shown is a tributary of Moore's Creek. Wetlands have not been identified on these parcels. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jursidictional area for both water and sewer. Access to existing water and sewer service is available. GENERAL CONSTRUCTION NOTES 1. Prior to an construction within an existing right-of-way,includin connection to an existing road a permit shall be obtained Y Y 9 9 Y 9 � from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ALBEMARLE COUNTY SERVICE AUTHORITY 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 Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. 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. 4. 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. 5. Datum for all elevations shown in National Geodetic Survey. 6. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 7. 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. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 10. Trees are not permitted in the ACSA easement. 11. 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). 12. The sewer lateral beyond the connection at the sewer main shall be private. The sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy County testing requirements. Visual inspection of the sewer lateral stub=out shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the contractor. 13. The sewer lateral beyond the connection at a manhole shall be private. Visual inspection and pressure testing of the sewer lateral shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtanied by the contractor. 14. The fire sprinkler main downstream of the gate valve is private. Visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the contractor. 15. All flushing of fire sprinklre mains shall not occur until approval is given by the ACSA. 16. Prior to backflow prevention device testing and the establishment of water service, all backflow prevention device installations shall meet the ACSA backflow requirements as detailed in Section 8 of the most recent revision of the ACSA Rules and Regulations. 17. A deed of easement and easement plat for the utility easements, approved by the ACSA, shall be recorded prior to any water and/or sewer service being established. EXISTING USE Vacant Land PROPOSED USE Private School (Grades K-12) LAND USE SCHEDULE EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Undeveloped 832,431.6 SF 100.0% Total= 832,431.6 SF (19.11 ac.) PROPOSED Area % Building 24,722 SF 3.0% Pavement 41,913 SF 5.0% Sidewalk 25,726 SF 3.1% Undeveloped 740,070.6 SF 88.9% Total= 832,431.6 SF (19.11 ac.) PARKING SCHEDULE Private School Use: 90 spaces required per zoning determination 60 faculty spaces, 23 student drop off spaces, 4 handicap spaces, 3 guest spaces S D P2020-52 TAX MAP 75, PARCEL 66 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1 "= 1000' mf Ragged Mountain Hnme 11 IT 'r�, t_ Total 94 - 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 SHEET INDEX All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. C1 COVER A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. C2 SP APPLICATION PLAN & CONDITIONS Contractor shall provide handicap signs as shown on plan. GENERAL NOTES C3 SP APPLICATION PLAN & CONDITIONS C4 EXISTING CONDITIONS 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 C5 SITE PLAN OVERVIEW 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 C6 SITE PLAN confirmingthe accuracy of the data for locating all underground utilities for coordination of the work with Y 9 9 owners of such underground utilities during construction, for the safety and protection thereof and repairing C7 SITE PLAN 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. C8 GRADING & UTILITY PLAN 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 C9 GRADING & UTILITY PLAN contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating C10 UTILITY PROFILES work so that the owner can make necessary arrangements to modify/protect existing structures from C11 WATER MAIN REPLACEMENT &PROFILE damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property C12 ROAD PLAN 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 C13 ROAD PLAN prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents C14 ROAD PLAN to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, C15 LANDSCAPE PLAN 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 C16 LANDSCAPE DETAILS contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. C17 LIGHTING PLAN 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. C18 LIGHTING PLAN 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle C19 LIGHTING DETAILS County Building Department from the main to the structure. C20 SITE DETAILS 13. Accessible routes and features must be provided throughout the site in accordance with VCC and ICC Al2009. C21 MAINTENANCE OF TRAFFIC 14. Allll roof roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. FIRE MARSHAL'S NOTES C22 CENTRAL SEWER OVERVIEW 1. A knox box is required on this property. The location of this knox box will be coordinated with the fire marshal's office. C23 SANITARY SEWER GRAVITY FLOW PLAN 2. ISO Needed Fire Flow for this site is 2,125 gpm. C24 SANITARY SEWER FORCE MAIN PLAN RIVANNA WATER & SEWER AUTHORITY GENERAL NOTES C25 SANITARY SEWER PROFILE & PUMP STATION DETAILS 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. C26 SANITARY SEWER PUMP STATION CALCULATIONS 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written APPROVALS permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the Current Development Planner Date plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from Current Development Engineer Date RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a Architectural Review Board Date licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. Fire Official Date 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. Building Official Date 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. Albemarle County Service Authority Date Virginia Department of Transportation Date BUCKINGHAM BALMORAL HEIGHTS RESERVOIR ROAD QUmversdy MoMesson School V Fontaine Research Park V i ndyPresbyterian -arch Arn1145 crh• Q and r�,rte•log n r-. IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHW ENGINEERING.COM TH pk `I O O U445183ico. S > FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSA[ 2022.01.21 [ACSA[ 2022.03.07 2022.04.04 [ACSA) 11111130111 COVER 18.020 C1 RESOLUTION TO APPROVE SP.2018-1I Tl1E. REGENTS SCHOOL OF COARLOTTESVILLE . RESERVOIR ROAD :onimission recommend nical `revisions and clari to sRident enrollment ii ate: than i7A_5n trr;; snd Sp 2018 J l with staff reconuriended conditions, as well as nditiou n (noW Condition 43) regarding potential' future rshide`ift`s up to a maximum, of468 students and/or a school �tpublicGearingaiSP2018=L1.- f A trfi6, correct copy of a-- 1, by:a vote tit•sixto iero; Clark- Board of Cou4ty 9upprvjt ors' .MDII Y�. 1W.Talme r Y IvlivRandaljii YY. 4` a SP-2018-11 The Regents School of Charlottesville - Reservoir Road Special Use Permit Conditions 1. Development of the subject property shall be in general accord with the concept plan entitled "Special Use Permit Concept Plan and Engineering Study for Regents School of Charlottesville" prepared by Justin Shimp, P.E. of Shimp Engineering, dated July 16, 2018 and revised August 23, 2019, which includes sheets C I - C6 (the "Concept Plan"), attached hereto, as determined by the Director of Planning and Zoning Administrator. To be in general accord with the Concept Plan, development and use shall reflect the following major elements within the development essential to the design of the development, as shown on the Concept Plan: a. the location of the "School Facilities Area," "School Recreation Area," and other major school improvements within the 13.12-acre area designated "School Campus Site" on Sheet C3; b. the location of the "Lighted Ball Field" within the "School Recreation Area" on Sheet C3; c. the location and configuration of 5.99-acre area designated "Undeveloped Residue" on Sheet C3; d. the land use chart on Sheets C4 and CS specifying "Prohibited Uses" and "Permitted Uses" for each different "Land Use" area; Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance. 2. Except as otherwise provided herein, initial student enrollment shall be limited to 280 students, and the start time of the school shall be no later than 7:45 A.M. 3. Notwithstanding Condition 2, student enrollment may exceed 280 students up to a maximum of 468 students and/or the start time may be shifted to a time later than 7:45 A.M. (together, "operational changes"), if at the 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: a. The proposed operational changes would not result in any movements with a delay greater than 50 seconds; and b. The proposed operational changes would not result in any movements with a delay greater than 35 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 seconds between the future build and no build conditions; and d. Operations at the US 29 Bypass interchange at Fontaine Avenue Extended may not result in it being placed on the VDOT Top 100 Potential for Safety Improvement (PSI) locations for intersections or segments. For the purposes of this Condition: e. The Traffic Impact Assessment (TIA) dated October 12, 2018 and associated supplemental TIA's submitted with SP20180001 I may be used for baseline traffic data until August 2021. If any request far any such proposed operational change(s) is made any time after August 2021, a new TIA and traffic 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 southbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; the northbound exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; and the intersection of Fontaine Avenue Extended and Reservoir Road. g. The identification of "future build conditions" and "future no -build conditions" in any such new TIA and traffic counts will be based on the following: i. "Future no -build conditions" will include the traffic generated by the private school use at a student enrollment of 280 and other nearby developments, as determined through the TIA seeping process; and ii. "Future build conditions" will only include the traffic generated by the proposed increase in number of students over the number of vehicle trips associated with the private school use at a student enrollment of 280 and the traffic generated by any other operational changes; h. Proposed operational changes which do not conform with and adhere to the conditions listed above would require the submittal of an application for a special rise permit amendment and approval by the Board of Supervisors. 4. The applicant must plan, fund, and complete the transportation improvements to Reservoir Road shown on the special use permit application materials titled "Reservoir Road Survey for Regents School," prepared by Justin M. Shimp, P.E. of Shimp Engineering, dated July 1, 2019, prior to the issuance of a Certificate of Occupancy. The proposed improvements are subject to review and approval by VDOT, the County Engineer, and other applicable Site Review Committee members, and are subject to required County approvals of Road Plans, a Water Protection Ordinance Plan, and all other applicable permitting requirements. 5. If the use, structure or activity authorized by this special use permit does trot commence within a period of five years after the date of approval, the special use permit shall be deemed abandoned and the 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 referenced in Condition 1 above, and this construction shall commence by September 18, 2024. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHW-ENGINEERING.COM RESOLUTION _0 APPROVE S_PECIAL=.> XCF,PTION FOR SDP 2018-11 The Regents School of Charlottesville -Reservoir Road -Six 18•11TAEj EGENTS°SCHOOG=OF CHARLOT'CESVILLC,- RESERVOIR ROADSpecial Exception Conditions f WIICREAS, thG Apphcant,filed a regEtest In"conJunchop wthlSP 2018 I I fora exception I'9; modify "the maxinwnLallowable""height othhe light poles as requitedhrtCounty Code §,A 13 3io b_e 1. The maximum permissible height of the poles supporting outdoor luminaries at The Regents School TH t7k �nceeased,frorn 354cet to.70'Ifcet Fob a pt Qpose l-0xghted balffreld at'dte proposed schOti( 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 �C INO-WiTfIiEREE RE;iFPTTi2CStLVEljltttai,mpettdolssideraiiotrofthefaregarn�ihestatF P p.m. reporj prepared'm coliJuniitton,wltlr,the apphron and tlje attaclu»egls thereto, ancludiig lafPs supporting; U S y annalysis, and allot the factors relevant toihe special exceptwns m lbeniarle ou bode, _ ic. 4 , S -1, Clandette'K BOrgersen; do.bereby certify that the fbeegoutg wiling ts'fitrue ccn1ect cOpy of,a R6s'oItitioti duly adopted by the Board 6CStfpervi9oi o"f AIbcinarl`e Couiify,'Virgiuia, bytt vote 0 sIx to L&6; A' r6borkd betmw, ova meefing held of September - FINAL SITE DEVELOPMENT PLAN Clerk, Board of County Supe rs REGENTS ryt�y s SCHOOL �x 1 wiv ,�81�Itll ... _ Iwo1 lw ! ALBEMARLE COUNTY, VIRGINIA M FAM, SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 a 2021.04.09 2021.05.19 2021.10.14 2021.11.30 IACSAI 2022.01.21 IACSAI 2022.03.07 2022.04.04 IACSAI B FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS n C2_ Area S Propo! Acade Tota I ) LEGEND LAND USE PROHIBITED USES PERMITTED USES j495 �1-------� Right —of —Way Reservation School Buildings and associated uses,grading, Ingress/Egress, radin landscaping, 491 Parking and travel ways utilities, along with any other uses 4101 _______J typically permitted within VDOT ROW 480tr�w Academic Woods Area School Buildings and associated uses, Stream restoration, primitive trails, landscaping, Parking and travel ways gardens, utilities (which cannot be reasonably located d8i 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 ways associated facilities such as bleachers, dugouts, storage sheds, L with parking spaces concession stands, lighting, etc. r—_, 1 � School Buffer Area Parking and travel ways associated with Si na e, grading, retaining walls, landscaping, utilities, 9 9 9 9. 9 P 9. 1 I L— — — — — — — J parking spaces. ingress/egress to the site, etc. — Any primary and secondary uses associated School Facility Area None with the proposed school use along with any L — — — — — — — J underlying by —right zoning uses ♦ School Use Boundary Limits of disturbance for school use Limits of disturbance for school use ♦♦ ♦♦♦ other than for those uses permitted in other than for those uses permitted in ��► the academic woods area (see above) the academic woods area (see above) and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be the portion of the academic woods area that is outside of stream buffers and preserved um number of sites for primitive buildings or primitive structures or similar outdoor five (5). The maximum disturbance area of any individual primitive building or primitive r 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 loll 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. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVH.LE VA, 22902 A a i 183 434.227.5140 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 IMMIMI 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAJ 2022.01.21 [ACSAJ 2022.03.07 2022.04.04 [ACSAJ FILE NO. 18.020 SP APPLICATION PLAN & CONDITIONS C3 STEEP SLOPES - PRESERVED LINE BEARING DISTANCE L 1 S 08°3652" W 38.34' L2 S 13°5638" W 86.22' L3 S 84°3324" W 112.13' L4 N 69°13'48" W 74.27' L5 N 82°3445" W 159.00' L6 S 71 °36'50" W 93.96' L7 S 72°21 '41 " E 41.27' L8 S 61 ° 19'41 " E 81.07' L9 S 67°04'41 " E 88.45' L 10 S 75°20'41 " E 95.00' LII S 89°35'41 " E 1 1 1.73' L 12 N 78°05' 19 " E 81.47' L13 N 04°14'15" W 15.97' L 14 N 46° 16'47" E 51.35' L 15 N 51 °56'S6" E 50.34' L 16 N 75°51 '56" E 54.88' L17 N 75°17'17" E 55.65' L 18 N 69°3427" E 66.39' 1 \ vy A 1> o \ ... \<.'. \J1 x ■■yq NMN, ■ IN■ R■ �� 7A HMi'ssM N �>mnn■r�■iyi l n Al k M1wNyW.■_�■Yu�:�V_ CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 39.46' 252.00' 8*58'15" N 41*4739" E 39.41' C2 129.36' 958.00' 7°44'12" N 41°1038" E 129.26' C3 72.53' 602.00' 6°54'1 1 " N 48°29'50" E 72.49' C4 166.97' 400.00' 23°55'01 " N 63°54 26" E 165.76' C5 29.92' 300.00' 5°42'50" N 72°2552" E 29.91' C6 87.40' 300.00' 16°41 '31 " N 77°55' 13" E 87.09' PER DAM BREAK INUNDATION ZONE / � ON AVID / D.B 269 54 O TM 5-6161 / ZON Ri I US SIN LE F ILY SI u HA D SH UM I DR 26 / 1 / 1 SE: SI GLE R RESI ENTIA I 1 NTIAL 1 I I 7 \( 1 1 / I 1 p 2JO CECIL�'JOHNSON N/F D.B. 99, PG. 722 I UNIVERSITY OF VIRGINIA FOUNDATION / \ `\ I / SI GLE F MRh' ESID TIAL TM ZS16-14 1 ZONE: R1 RESIDENTIAL D.B. 4170, PG. 689 SE SIN6�E FAMILY RESIDENTIAL I TM 76-136 ZONE: R1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL N 95• .GENTS SCHOOL Or: ARLOTTESVILLE INC \� B 5237, PG 25 \ i / \ •, \ \\ \ \ \ , \ \ \ `\ \ \ \I II 1 I 1 \ \ `\ �.>�, . �,_� ,� TM 75-66 ------------ r �-__ -__-� ` \ __ _ _ \ 1 / % '� •' '"� ;� --- _ - / � ' \_ r\ l i , \> \ l � 1 I i I 1j I i i 1 � \ - _ / c��,,- _ �� \ \�S'S`\ Ilk- SIAM FOREST & r / / i / / l /` '' / r' /` \ \ \\ ` \---- I\ \m OPEN SPACE SPA EASE DB 5658 PG 2MENTi.' -_-;' - - - - - _- - -- r $\ / __ Y C1bJ0L 9F £N Af2!<bT�S'VFL-L6INC-�- •\\D_.`@?\523-7!\PG.`251 \T,_ / /---_ __; / M Z� 1-7-V J I - --' /I /' / -'� _ / l l l l R ` - ti � dam^ \ \�1 _-_ " �` _ _ _ - r I, / ,� _� --__ � \. \l / `\ � I I i i i ' i l i i r'7''N i �\\ 1 mow• A oo,. \ ay^ -- �\ c \\ cw\ � \ .\ � _- ^- `�''1 I�' \ `\ � - I "\ -49 - .___ � '%• i / �- ___ / / /// / � / � >' 'r '' '-_/ _ / I I I , ' I \\ \ \ _ '� q-Fc^ M'AKAGEQ` ------------- ` 2 r 0\ No \ \ •\� \\� ^\ //_ -_� all /' r / 1 �� \ s \ \ v�v`�v vvvvV., •� l l I lIl ' / it {�' / /' / �' _ - i ___, v v v t�°n v 80 0 80 160 240 Graphic Scale: 1 "=80' \ TRINITY PRESVfi€RIAN CHURCH - \ D.B. 730, PG. 439 /iM 76-17C SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTI'ESVH.I.E VA, 22902 3USTH1@SHM-ENGINEERING.COM lo] a i 183 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 ACSA 2022.01.21;ACSA] 2022.03.07 2022.04.04 (ACSA] 10111130 1 18.020 EXISTING CONDITIONS DAM BREAK INUNDATION ZONE : / I N F AVID D. . 269 , PG. 54 / TM 5-61 / ZON : R1 US SIN LE F MILY SI T /F HA D SH UM / D.B. 26 / TM 75-6 / R REST ENTIA SE: SINGLE NTIA / I \ AC Ic � TON DINH 1 B. 44 5, PG 1 \ \ ZO E: R1 RESID N \ Q, SI GLE F MILY ESID TIAL / J 6 - L14 / a \ C \ E I 0' p 6 p p p p p \ p p � p p � I', SCHOOL ACADOM JJ ® J ® \ RECREATIONAREA WOODS !O / FA ACADEMIC WOODS AREA I N /F I CECIL JOHNSON 1 D.B. 936, PG. 722 TM 76-14 1 D. ZONE: R1 RESIDENTIAL I TM 76- USE: SINGLE FAMILY RESIDENTIAL ZONE: R1 RESIDEN USE: SINGLE FAMILY RESIDEN I I, N 15°02 44" E wu—one l D. � 26w —w —w _w _w_w _w _w \� 75 PPRO%. LOCAIi. ' FUIURE RWSA WAIEi. COR�AUCIEO e O ® Boa=oco. SCHOOL BU FF ER AREA �+ Q 5' ACSA SC_�oa0000 ACCESS 0 EASEMENT o _ 0 \�\ip SHIMP FACUTIES BCH�\ AREA ENGINEERING 0 r ° \� LAND PLANNING - PROJECT MANAGEMENT 9 EXISTING TR I 0 wq �qnk 912 H MGH ST. 434.227.5140 i CHARLOTTESVHJ.E VA, 22902 JUSRI@SHH,4P-ENGDWEMG.COM FT -== STEEP SLOPES - MANAGED ®,e ,e- U s 9� FINAL STI'E DEVELOPMENT PLAN T' o®o®® I REGENTS ®�eee°oe q O SCHOOL BUFFER AREA , �eeveeeee ee vat ®®® SCHOOL , --- ACADEMIC _ ®® AREAS I — ®® ®AD D I I °o®®� EN TREELANEo®®� ALBEMARLE COUNTY, VIRGINIA SUBMIISSION: 00 ®®0 2020.01.21 00 REVISION: 2020.06.22 J ® eu 9 2020.10.19 0 2021.04.09 p ® s 2021.05.19 -bb 2021.10.14 0 \�S�R ® ®®® S 2021.11.30 [ACSA[ BUFF p 6 ee® 2022.01.21 [ACSA[ \ �\ R p e 2022.03.07 2022.04.04 [ACSA[ FEE NO. ® 18.020 00 , `. 0 e , ------ SITE PLAN OVERVIEW 50 0 50 100 150 �FP e raphic Scale: 1 "=50' a C5 ACADEMIC WOODS AREA C ACADEMIC ` WOODS AREA / rA N /F DAVID HARLOW / D.B. 2690, PG. 154 TM 75-61 ZONE: R1 RESIDENTIAi/ USE: SINGLE FAMILY R Si ENTIAL / N /F RICHARD SHRUM / D.B. 2678, PG. 194 / TM 75-60 / ZONE: R1 RESIDENTIAL / USE: SINGLE FAMILY RESIDENTIAL 0 N /F / TON DINH D.B. 4415, PG. 7 / TM 75-61 A / ZONE: R1 RESIDENTIAL 11SE: SINGLE FAMILY RESIDENTIAL 5.48 ACRE SWM FOREST & +I;SPACE EASEMENT 1EB��698 PC 269 -_ / SCHOOL SUFFER AREA I I I I I I I I � ' CHU CHU 01 300. GG" SCHOOL RECREATION AREA o. co .... I I �. N N N `1 1 N N N N I I I N N N N ... ... .... o yy 1 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. HR:H ST. 434.227.5140 CHARLOTTESVH.LE VA, 22902 TUSTIN@SHW-ENGRiMING.COM A FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSAI 2022.03.07 2022.04.04 [ACSAI FEE NO. N 18.020 r ' SITE PLAN 4000, CA I I H DG. 7 1A I IDENTIAL RESIDENTIAL I I I I \', \ OHU — OHU OHU — OHU I - OHUOHU — OHU — OHU _\ I - I 25' RIGHT-OF-WAY RESERVATION I` SCHOOL BUFFER AREA 1 1 I OHU — OHU — OHU — OHU — OHU —� I I 6"- 31.37 0' MUTCD R7-8 SIGN W/ ` 4 R7-8G PLACARD (TYP) -RETAINI 6 W LL142,HANDRAIL` ni ° •.<°• //////�^��`��` MAX HE[ .0'�Lt `. BUILDIA H + 50 0o 600 SF CLASSROOM a. ,. < p, -FFE 512.5 a REGENTS 'G-12 42" HANDRA `` RETAINING WALL e 'o PLAZA 16.00 MAX HEIGHT 8.0, 9 a 600 SF 0 10.67 9.00' a CLASSROOM 7 67 FFE 512.5 RETAINING WALL 8.00 M 31.00' MAX HEIGHT 3.5' BUILDING A ` `O ADMINISTRATIVE 1 N BUILDING FFE 518.5 SCHOOL BU AHtEq - ACADEMIC I ` WOODS AREA j T EFLSLOPES —�'P' R EED-�' i- WOODEN 1 RISE °' WOODEN DECKS (TYP) RISERS 42" HANDRAILS 600 SF CLASSROOM FFE 516.5 BUILDING D1 600 SF CLASSROOM FFE 516.5 I SCHOOL BUFFER AREA J SCHOOL A — 0 AREA iA AREA ' OD t L 0• 9.0 0.0' G- N _ CORAM DEO DRIVE STACKING AND LOADING AREAME - - 0 4 .HANDRAkr >o a •' . N ta. 51.00 3 0 • a 600 SF CLASSR00 600� F I� BUILDING 12� 0 2,352 SF FFE 518.5 m CLASSROOM 0 ' 6 BUILDING B .• FFiE 516.5 1 REGENTS BUILDING D2 ' 12,00' ey'. HALL 6.00' 00 FFE 518.5 0 SF CLASSROOM 1 • v1 FFE 518.5 23.00' o RIS RS 600FFE CLASSROO I NMI rn 516.5M f4.RISEF�S 17.85' `O Q 67' E SF BUILDING D3 NG 11 ROOM 600 SF I ,16.5 CLASSROOM FFE 516.5 DECKS (TYP) 0 :A \O J 'RETAI ING WALL MAX HEIGHT qL-,- GEqrABRIC TO BE LOCATE TSIDE 6 RISERS OF ACSA EASEMENT -APPROX. LOCATIu,, FUTURE RWSA WATERLINc TO BE CONSTRUCTED BY RWSA s v >f `f,_ 000 /� _ >f � f �� T CLASS B TYPE PRIMITIVE NAl TRAIL PER ALBEMARLE COUNTY DESIGN STANDARDS, MANUAL MAXIMUM 207 SLOPI€ >f f 000 000 00 /00 00 >/ >/ SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. HIGH ST. 434.227.5140 CHARLOTTESVUX VA, 22902 TUSTIN@SHW-ENGRiMING.COM Lo] FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSAI 2022.03.07 2022.04.04 [ACSAI FEE NO. SITE PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 "=30' C7 1 I \ ° \ I \ \l l 1 7. IZ -Ino I I 1 I / \ -j �/ I IOU WA\DE I.. / SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. MGH ST. 434.227.5140 CHARLOTTESVUX VA, 22902 TUSTIN@SHW-ENGRiMING.COM \ \ \ \ \ \ \ y 1 I I \ I 20 I I I4' GRAD \ \ \ \ g 1 \ \ I I I I SHOULDER \ \ \ N •-� \ ' MA 2:1 SLOPE ACCESS 3 EASEMENT/ \ \ \ \ \ 280 27 kk 000 1°• / �ii' \ \ ��� \\ \� \ `--_ -- � w\ � �� �\\ \4e I I _ c1NMNASUn FFFF 519.7`5 r 22- ° /. r—\ \. ( 1�1 n \ \ I I I \ I-7 / \ I I I a \ I +HT 24 v \ X \�•�y \ \ \\ \ \ �// / \� N s /� \ �\ II II 20 SETA I , ��� U� - SHIMP /, o- \ \ / ::MAHEI .Oj \ �, a ^^ \ ,. C RP p ( . �e ` xi$ 4. o STO & \ \ \ \ \ \Fp OR _ — ° 1iLL: \ \ w 1 .. 1 " Y4 m ao 45° EN \ �� `G2F` \ \ O `L . 3 ENGINEERING �I' o I A - 4 1 fi0 \ \ \ \ ��%� \ �FAgT�O / LAND PLANNING - PROJECT MANAGEMENT x16 I, .., x1I 1(,� ° �. ,: 4,4'• �/ \ a \\ \ �� \ v \ ...... / /. J. ✓' ` 13o I 2184ISF I 17p CAP %� 912EllIGE ST. 434.227.5140 IBUILDINIG CTi \ ....r "/ Q,4 x — J LOCKER \ \ \ — — 6" G NEW FH — — — = / / \ \ \ \\ \ — _ �! ��'S \ CHARLOTTESVUX VA. 22902 JHSTRJ@SHW-ENGRiMING.COM 13 0° / R00 J (eLD & H), \ G E D \ _ 6" WL END— r / 1 / FFEt17.16 / 6 R 6 TEEW —W �_W —JtJ NL—W —W W W W —W —W W -- — — — / \ 6 B 6 EE ' — \ \ \ \ \ \ _ TREELINE TO -BE -CLEARED �V 1T 11 ,� •. \ 7\� 6G-6 NOT T ems_ .� i _ / 1 L 'YB'-OF NEW ACSA WATERLINE — - / b *m EXCEED SLOPE --_ ----� i / /:::, "�. 12.x '. ., .... 6�. NYLOPLAST� _ — i \ \ \— ., w ° o ,a.17tAMP x '} AT C 12 COPPER SVC \ — i �� _ 5 / ... .. 9 x FPAD RAINY .---y.. 76 (T PD)DRAIN �"� 6� \ l i ri �W D W — W W \ W\ \W� — _ _ _ HL .;RA.T GRAT iT BU600NG H 5. w ..A ': ., \ .. CLA SROOM a °: ,....,. \'.... �?N 1;'WM. y �.. �. j: — — \ '..� — W i — FFE� 12.5 a REGENTS '� " fir:- ...�. Dc.Easc. a.. a✓'. _ y, 5 W �� .ff ' • �.... 1s w co PLAZA \ . ; :. °,:. . ° 1 WM f — — — — — ^_ _ �, . w Cf, .,.:: `'. W RE WING ALL .. . — — '.'(aLOG A-Fc e) :;o• x 02 / 06 I "\. 600 SF ° — / SF 00 SF ����' ETAALIN ALL M9,XHEIG Og HEIGHT 9 0' — — \ x _ — — $>� 6 gl7 / \ � 1 to 10 � "� � CLASSROOM a ARD DRAIN � � � �.,, � CkA SRO - � ILDING'12- ff � �€O�A B�LOCATED OUT F _ � — UO J 7 1 OFF 512.5 4 RETAINING WALL 1 \ `..�N4 � . 2,-5�2 5'�— 1�3m �.1 D:;, F �y8. / CF,L�SAS SROt i / F A EAS NT ;.__'�.. C �/ �2 — \ d — — — _ —� iC. 5183 MAX HEIGHT 3.5: BUILDNG A 1 .. / F 99t1 r1�1 —ADMINISTRATIVE \ \• — _ — �- i1$.b ILDI D2 / N \ x .� °..' BUILDING o FFGIANTSE 318 °tea RD DRflIN_ r FFE 518.5 I a . SIGNAL El - -' _ r +CIO5 7-,_ BUILD U60DINJe 11 / NG/p3\ E s1f .� /sRoM/ FINAL SITE DEVELOPMENT PLAN g ES �_ 6DD SF 6 - _ -------v REGENTS V., FFE 516.5 VI l BUILDING 1 \�P`'iCkE /5` \ - — �G \(� 1 / SCHOOL v \ 9) A I CLASSRO M60 DIAMfTER ^ \ / , _ \ ,x'\ \ \ ` — '� FFE 516.5 "•` _ . _ \ GG C) S�pM i I S i / /UMPSTAT/N� ^ A V \ \ \ \ I ALBEMARLE COUNTY, VIRGINIA �6055 gU�\NGF — / { \� �' / / / r\\ .-_._. � `Its �/ 11 SUBMISSION: TREt PR-b'TECTION 2020.01.21 FDNCIN�G \ \ / / /' REVISION: ++ \� xx — ---�' / \ `-- \ \® �--� �wr I'ONDN // / / / / / \\ \ \ / / / / / 2020.06.22 ++ — \ \ \ \ \ \ �- N W \ N LEyA DON PIER J / / / — — / ! / + 241 LF _ \ / FOUNDATIONS L J / / /, / / / — ._ — — — — — _ _ / / / / // / 2020.10.19 / , \ , / ,/ 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSA[ -� �i•:�: \ \ \ \ �\ \ ` \�—// \ --- / �// /// j///� \ % / / / / J / //—/ / /, �/ / 2022.01.21[ACSAj �7 / / / / / / / / 2022.03.07 2022.04.04[ACSAj AO N- FEE NO. J �a-- p .020 / / / / / / GRADING &UTILTTYPLAN 30 0 30 60 90 Graphic Scale: 1 "=30' �1 C9� 535 530 525 520 515 510 Sal I STORM PROFILE A4—A4a C10 HORZ: 1"=30' VERT: 1"=10' 4 STORM SEWER PROFILE AO—A5 C10 HORZ: 1"=30' VERT: 1"=10' 51 Al 51 5C 5C 4C 4D W4,i 51 50 50 49 49 A1x rn O N r + o rn a a 3000 =Zo w o� z_ 10+50 11+00 11+ T000 2 STORM PROFILE Al —A1 x z Z C1 HORZ: 1"=30' VERT: 1"=10' Chi 515 510 505 500 495 54g0 A1c 3 STORM SEWER PROFILE BO—B4 C10 HORZ: 1"=30' VERT: 1"=10' 53 A3 53 52 52 51 51 mi 505 500 495 490 485 480 475 470 4ss 460 04055 0 m X. GRADE— + O O W O H , Z H In w0M Z H (n N N N �z 509 z 10+50 11+00 Z 5 STORM SEWER PROFILE A3—A3a C10 HORZ: 1"=30' VERT: 1"=10' CAI M 00 N 0ul on 0_ Q 3 O 0 + =zo 0 n It cT l O r 0 0 r N 0 7 z - d Q a- Q a- Q GL _ r 1,_ rn rn 00 o 't z 00 a 0> 1- 10+50 11+00 11+50 = STORM SEWER PROFILE Al —A1 d zz — 12+00 0 z= >12+50 13+00 > z 13+50 14+00 z 144 z zl (\ HORZ: 1"=30' VERT: 1 "=10' 515 510 505 500 495 490 IN I It56 izt VU TECHNICAL NOTE Minimum and Maximum Cover Heights for Corrugated HDPE Pipe (per ASTM F2648) TN 2.02 May 2020 Introduction The information in this document is designed b provide answers to general cover height questions; the data provided is not intended to be used for project design. The design procedure described in the Stud ems, section (Section 2) of the Drainage Handbook pnrvides detailed information for ana"ng most common installation conditions. This procedure should be utilized for project specific designs. The two common cover height concerns are minimum cover in areas exposed to vehicular traffic and maximum cover heights. Either may be considered 'worst from a loading perspective, depending on the project conditans. Minimum Cover in Traffic Applications Pipe diameters from 4. through 48-inch (100-1200 mm) installed In traffic arcs (AASHTO H-25 or HS-25 bads) must have at least one foot (0.3m) of cover over the pipe crown, while 60-inch (1500 mm) pipe must he" at least 24 inches (0.6m) of cover. The backfill envelope must be constructed in accordance with the ImHafiaiion section (Section 5) of the Drainage Handbook and the requirements cf ASTM 32321. The baddill envelope must be of the type and compaction listed in Apper iuAS, Table A-5-2A of the Drainage Handbook In Table 1 below, this condPoon Is represented by a Class II material compacted to 90%standard Proctor density, although other materiel can provide similar strength at slightly lower levels of compaction. Structure] backfill material should extend to the crown of the pipe; the remaining cover should be appropriate far the installation and as specified by the design engineer. If settlement or rutting I. a concern, it may be appropriate to exbnd the structural backfill to grade. Where pavement 6 involved, sub -base material can be considered In the minimum burial depth. While rigid pavements can be included in the minimum cover, the thickness of flexible pavements should not be included in the minimum cover. Additional information that may affect the cover requirements is included in the Installation section (Section 5) of the Drainage Handbook Soria examples of what may need to be considered are temporary heavy equipment, construction loading, paving equipment and similar bads that are lass than the design bad, the potential of pipe flotation, and the type of surface treatment which will be installed overthe pipe zone. Please note the rabie land 3 are based on the installation of N-12 and MEGA GREEN (per ASTM F2648) pipe under pavement using a uniform bi type and compaction bvel, as depicted in Figure 1. Table 1 Minimum Cover Requirements for N-12sand MEGAGREENTa Pipes (per ASTM F2648) with AASHTO H-25 or HS-25 Load Insidch.(.er, D. w het a Minimum Cover win m 4(mo)-4a(1200) 1(0.3) 60 osio) Afore. Minimum covers presenredhera were cak•ulated essuming Gass H backfilimatenal compectsd to 90%sfendand Proctor denef0• wound me pipe andsbuctumubsons1 to the crown of the pipe, es moommended in Section 5 of fha Dmm ss Handbook, eM an additional layerofppmpected tret5c lam subbase fora total cover as required. In shai traffic fn$Mii*Wns, especially where pavement is euoW,, a good qualfly compacted materiel to gade is Minerva! to prevent surface SBalBment errd Ngirg. aelorauadm aw. xll.lure,axal� (eootulano wxw.eeepq.mm , ATN2.a2 ®Aa82020 HDPE PIPE COVER NOTES C10 NTS 535 530 525 520 515 510 2+585 ltuta�Lk7 -- Maximum Cover Cover Wall thrust generally govemsthe mmdmum covers pipe can withstand and conservative maximum ooverheightswill result when using the information presented in the Struclu essectio , (Section 2) of the Drainage Handbook The maximum burial depth is highly influenced by the type at backfil and level of compaction around the pipe. General maximum cover limits for N-12 and MEGA GREEN (per ASTM F2648) pipe are shown In Table 3 for a wrlely of backgll condtions. Table 3 we, developedassuming is installed in accordance with ASTM D2321 and the Installation section Section 5 of io pipe ( ) the Drainage Handbook. Additionally, the calculations assume no hydrostatic bad around the pipe, incorporate the maximum safety factors represented in Structures section of the Drainage Handbook use material properties consistent with the expected performance charecterlstks for N-12 and MEGA GREEN (per ASTM F2648) materials as shown In Table 2 below, and assume the native soil (in-eltu) is of adequate strength and is suitable for installation. Far applications requiring fill heights greater than those shown in Table 3orwhere hydrostatic pressure due to groundwater is present, contact an ADS engineering representative. Figure 1 ADS N-12 and MEGAGREEN (per ASTM F2648) Trench Detail Under Pavement MIN AWAIMT,R,NE :RI%BDP,A11Faf€NfFL$ B'lIIOaIZPAVi61EN7 R �I �mA 6A8)Nfil&1E; 1lAIffO'lld- , i6�a$e—"Fri 4 4 lnoa[ 'r"i 1'89`I(PlpLmmp° 40E1t raw TRENCHWJDTr — :FOUNDATION Table 2 ADS N-12 and MEGAGREEN (per ASTM F2648) Mechanical Properties Call Clan Design Compressive Strain (%) Design Tensile Strain (%) Initial Ye 50-air Fu (pan E (Poll Fu I E i ASTM D3350 424421) 11Y 3.7 4.0 3,000 110,000 800 21,000 43542DC -12$0" 2 (aml Rl4flo wwalepq.mm ATN2.g2 ®ADS 2D2D SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E HIGH ST. 434.227.5I40 CHARLOTIESVH.LE VA, 22902 TUSTIN@SHW-ENGRiMING.COM A FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSAI 2022.03.07 2022.04.04 [ACSAI FEE NO. UTILITY PROFILES 18.020 C10 i I MATCH LINE 545 w MIN COVER ROP GRADE — X. A 5400 0 + o_ W 535Q N 530 525 8" MIN SEPARATION IFY INVERT ASSUMED BASED ON 5' COVER A SHALL 520 F F a Q W W 0 NEW WATERLINE. 7 z O 515 rn ouio — OI p W W F ~ p 510 O OZ OZ n J J X Ul m cn m m c m o w m 505 500 495 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 MATCH LINE EX. RADE 22 AF INVERT ASSUMED BASED ON 5' COVER CONTRACTOR SHALL -- PRIOR TO NEW WATERLINE. SEPA ATION o o — w UDm N Q N U p w + Q �z DO m w m N N4 N Q N7 fn m m N w U o a — rn ei � p W W~ N U > N a o U +00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 = W 7 U � + WATER MAIN PROFILE mw o� N 21+00 21T N W N � mp + w mo C11 HORZ: 1"=30' VERT: 1 "=10' --F= I E- -7-0 F� ` nN 1 X-LINE— INS _° 9-9 I L 42 9 CAP EX: 40 — ' THE I O CE /W EAST & ABANDON L — 38 " — — — — W W aL0 GVP BEND W f Q (0 Q X N N 0 545 540 535 530 525 SHIMP 520 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 515 912 F. MGH ST. 434.227.5140 510 CHARLOTTESVH.LE VA. 22902 TUSTRN@SHW-ENGRiMING.COM 505 500 i ., ' I H I P 495 50 O .. uJ s a � ic. tf'9-��3 � S'Inwet. 8 • 40 80 Graphic0 W �W W W I 8„ TS+V ON EX. 8" LINE _ ° 8x6' TEE NEW SVC ECTION CUT & GAP EX. 6" LINE \ W W EPLq 8 WL � W �� UPON COMPLETION & Co\ ) \ W EW X WA L � � � F NEW 8" LINE / %TH—PAR R J "IW 7� .... ROUTE 702 . . / , W 8x� — CAP RESERV0 ROAD GV W W �.... . \TREELINE TO APPROX. / W W im OF NEW BE C EO TE7L7'j ATION OFF SVC CV xb S W ACsA WITHI / IO URE RWSA ONN APPROX_ L��ON WATER �3JCj'� 0`" B iqD \ —\ WATERLINE UTURE� q / / / — a<m X. FHABTBR OF F LINE / i �Y RJA/3A i W Ej \ \ \ i / / 1 \ \ \ EASEME — W— F F Fi RW� / / / j/ / — \ / i / /- �_�-\X \ i J� / ✓ APPROXIMATE LOCATION F o y — — W x— FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSA[ 2022.01.21 [ACSA] 2022.03.07 2022.04.04 [ACSA] FEE NO. 18.020 WATER MAIN REPLACEMENT & PROFILE Cil 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 1 I NEW RIGHT OF WAY I _ \ HORIZONT4L CURVE #2 - R==4148' 30' PRESCRIPTIVE RIGHT-OF_wAY ROAD (TYP) \11+00 l \ \ W,I A f —\ \ vCI �`v vv� v vv� 1 ; �� - ��- 22 v -a , -SIGHT DISTANCE (35 MPH) SID 390' \ 3�37 ?0 0 •0 •0 Graphic• - n r rn O m O IC! 7m uJ0 ink N00 om MN om +NOj +� +- +� +a PVI STA. 17+82.00 d w d ¢ w d w > > PVI ELEV. 547.52 > rn w 155.48SID a J Nw Nw Nw Fw < 135.00VC Nw v� w U U u U u u a 17.87K-Val >> 55 >> >> 55 >> >> d a PVI STA. 12+57.00 a s d a PVI STA. 15+65.1 9 0_ a a s d a PVI STA. 17+73.86 d a PVI ELEV. 526.80 PVI ELEV. 543.90 PVI ELEV. 547.70 CREST ELEV. 46.65 r . 45.92 RADE o Tj N N n N r N 50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. MGH ST. 434.227.5140 CHARLOTTESVUX VA, 22902 TUSTRN@SHW-ENGRiMING.COM A FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSAI 2022.03.07 2022.04.04 [ACSAI FEE NO. ROAD PLAN ME C12 HORIZONTAL CURVE #7 R=1636' HORIZONTAL CURVE #9 R=1 156' ONN (NO Lo 0� Opp ON 00N O N Off— r MN 47 000 Sri uj N N r Nn NCO N DO N O� o5vrn Opp +� +� +� +i'1 +n °2 DO "' `� m�N �' "' "' N N PVI STA. 17+82.00 N"' N N N N PVI ELEV. 547.52 > > WQ 135.00VC w w Q W w 0 N � 155.48SD N vw 17.87K-Val 55 55 > j N00 5� »ain »> 55 c+o� PVI STA. 17+73.86 as as as �°6 PVI STA. 20+00.00 as as PVI STA. 21+47.00 as aui a°aa PVI STA. 25+10.00 as N +n PVI ELEV. 547.70 PVI ELLV. 4.7 �'� PVI V. 4 PVI ELEV. 526.90 w 1 6.33 .. .. PVI STA. 21+56.01 PVI EILEV. 539.10 — 1 B7.15VC SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. MGH ST. 434.227.5140 CHARLOTTESVUX VA. 22902 TUSTIN@SHW-ENGRiMING.COM A FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSAI a 2022.03.07 2022.04.04 [ACSAI OR Ln In m to a FEE NO. Lf)N N 18.020 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 ROAD PLAN C13 „, 550 545 540 535 530 525 520 515 0»u 535 530 525 520 515 510 505 500 495 490 485 480 10+00 10+50 11+00 11+50 12+00 12+50 1 SIGHT DISTANCE RIGHT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 10+00 10+50 11+00 11+50 12+00 12+50 2 SIGHT DISTANCE LEFT PROFILE C14 HORZ: 1"=30' VERT: 1 "=10' 13+00 13+50 13+00 13+50 OBJECT HORIZONTAL CURVE #9 555 550 545 540 1 x O O J 535 O 530 I. .... L 25;05 PI _ _ c l 4 525 520 — — — �S 540,,,. 535 530 525 520 515 510 n N N m u� n N � a J W W W .... ...,. ... ...- ... ........ o O rv) N N +06 ° n N W 69 505 U U 500 495 490 485 480 14+00 HORIZONTAL CURVE #11 _R=933' 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 ,6mi” !.7K% 545 540 ,6mi" 6 K% wAi *0 62ti 6714' 67.E 61914" 495 490 485 30+5'(Y 10-4o1.-1 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. MGH ST. 434.227.5140 CHARLOTTESVUX VA, 22902 TUSTIN@SHW-ENGRiMING.COM FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSAI 2022.03.07 2022.04.04 [ACSAI FEE NO. ROAD PLAN mol C14 LANDSCAPE SCHEDULE Total Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Height (ft) Canopy Total Canopy SF in 10 Yrs Large Shade Tree Fagus grandifolia American Beech 1'-12" 21 20 227 #### Large Shade Tree Querus bicolor Swamp White Oak 22' 9 31 299 2691 ,, Large Shade Tree Tilia tomentosa "Green "Green Mountain" 2Z" 10 25 276 2760 Mountain" Silver Linden Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5' Ht. 44 25 123 5412 O Ornamental Tree Corpus florido Flowering Dogwood 6-7' Ht. 15 17 124 1860 OOrnamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 4) Ornamental Tree Prunus subhirtella Weeping Cherry 6-7' Ht. 10 15 77 770 'Pendula Rosa' Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 57 6 23 1311 ® Broadleaved Evergreen Shrub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 divaricatus II U II „ Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY1 17952 NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy I I I V A \ SREENING OPO �� W T W — W \� —W !lam \ \ \ \ \ \ \ \ \ \ "C �..; APPRox Locn \ \ \ \ l l II I I I I I �� I \ \ 1p \ \ \ \ / / - - - - ��3 � \ \ \ \ FUTURE BE RWSA WA TOBCONSTTRUCTE RWSA I � \ I / I II I , l •I' I' \ ,\ II I I I \ i 20 I 14• GRA SHOULDER MA 2:1 SLOPE I .. I 1 ' 5' ACSA \' / \ \ \ \ P 1 1 Access II V ,I '' I EASEMENT / 1 / y v v n l II II — 1 2g i Go 26 vv—vv v 2 � M // // //� // I � Ill, �'� I I 1 v 98 V \V � \I G7 V I'�I��� III 1 � I I I � �••/ /�% / � 4 i Q It /i�t I / � ,, / I I I I / i / // I II I I ' I ✓ / � \ � I I. I III I i I I / / I 22 / LOW Iv1AINTENANCE TTT GROUNb COVER AL p 4 " SLO ES 3-1 STEE R I \ \ e.. _ - � 'II ' \ V OAK X. 10•'\ \ \��� \\V A II lll�l, II �II/IIII ' _ --.__III /� V A V •I II II _ - 2 II III, A\ i�y/\ BAPLE / I II re 20 EX. 14" x� \ \ - - V ' AK o EXIASTING v I II I I I �� 1MRPL2 � v � TREELL(`IE —� v / 1 y �l\APL \ M y \\ +�� �y I I II II ...I � � / 98 � / - ✓ II G � °' •: MA�L-E- v AonK\ t,• I v / PuILDIry I 1: LOCKL R00�1 I e: \ \ \ 16, � _ f : r / _. .'. '1 0� •'f. ' \ \ , F F -- \\ / i / .—\ ANT � -- BUIfINGHW W�'W \ �.. w / e \ \ REGENTS �.. .\ a i i. �- •. \ "; ...•.• _� PLAZA `4 �`F •'. y„ .j./. J�'.r — — \\ ':,a —CF\,\ �r.,— �W T �. i AR — \oo / 1 �Rd PROTECTION/ FENCI (T R ", \\ BUILDING A auLDIN B --- 8 �V ° \ _ REGENTS 62MINISTRATIVE — — TA�� BUILDING` \ � PBE \ \ \ '6HERRY OAK X. 12" g \ \ BUII�NGp dA?Le � 1 X. 15'• Q& A X OA \ / A / BUILDI 11 /'3 X • V _ _ _ 000 - \ \ \ •� — / 15" LAR ` — — to — — S f{6 / M 15 �K E \ ��— I — — CLA$srt00}1 / / —A� _ '� / eCAs /Q/ �F�EE PR_OTECTIQN F�NG��G (�Y�, 12.. 0 A v / / — r v — -� \ — — - Ex. 1 z" E K v � oA Ex. " Ex. / v v v� POPL, PL OAK ��� OPLA 0 f.k'. \ :•—6LLPSSBOOM QKORv e Ms/�v JU- �t \ \ �\� \ \ ``'�+���-----^\ \ \ x. 8;: EX.1 ••X \ \\ ! x t i l �55j ' / /—�f - \ r �` \ \ —+'� — — — \ \ AK 1 � HICK RY / � — \ \ � E 15• � BUILDING D1 \�P \ \ \ \ \ ` + ♦ E 15 \ ——A4APLE \ OA / — — — \ \AP OAIf 1 \ — V.�i / -" �_ .\ — — \ r\. 1 . \ X. 10'• \ 12" ` CLASSR — �_ �' A ,pAK \ -,OAK \ V A X_ OAK / / A \, A J — / — I — / I I S oI .00 /� i PLE/ — e` \// --- SSR M/\N / 1 / / / / \\ EECH—MI�PLE \ \ ( 00 F / / \ _ , \ \ \\ +++r \\—�AK1� x.,y /\/ \ = \ \ I --\—\\ --- �f/ r \ \\ \ \ +� \--- OAK / /\ \\ \ \ \ \ \ — �XISTI �REE_S T9-RE-"v1�IN--\ /// { / / -- 00 \ PwE i� /NEW T€€f QL44E p�( 000 04 00 _ L / // / 000 \ / �00 / / / / / / / // / 40 0 40 80 120 Graphic Scale: 1 "=40' SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 F. MGH ST. 434.227.5140 CHARLOTTESVUX VA. 22902 TUSTRN@SHW-ENGRiMING.COM Ill FIlVAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSAI 2022.03.07 2022.04.04 [ACSAI FEE NO. LANDSCAPE PLAN C15 LANDSCAPE SCHEDULE Total Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Height (ft) Canopy Total Canopy SF in 10 Yrs o Large Shade Tree Fagus grandifolia American Beech 12"-14" 21 20 227 #### Large Shade Tree Querus bicolor Swamp White Oak 22" 9 31 299 2691 ' of a •.. �'l ed 9:r Large Shade Tree Tilia tomentosa "Green Mountain" 1>> 22 10 25 276 2760 Green Mountain Silver Linden D Screening Evergreen Cryptomeria japonica Cryptomeria Yoshino 4'— 5Ht. 44 25 123 5412 Yoshino COrnamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 } Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 Ornamental Tree Prunus subhirtella Weeping Cherr p g y 6-7 Ht. 10 15 77 770 Pendula Rosa Deciduous Shrub Viburnum plicatum Snowball Viburnum 24"-36" 9 8 50 450 ® Deciduous Shrub Buddleia davidii Butterfly Bush 24"-36" 6 7 16 96 Broadleaved Evergreen Shrub Ilex glabra Inkberry Holly 24"-36" 57 6 23 1311 Broadleaved Evergreen Shrub Cotoneaster Cotoneaster 24"-36" 45 6 22 990 divaricatus ICI Low Maintenance Ground Cover Wildflower Seed Mix TOTAL SITE CANOPY 17952 NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. 0IA\ MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1"ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 113 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 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" SQ. OAK ST SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, PLA SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL 0 I Ln 0 1992 3.38 FENCING AND A SNOW FENCE BOARD FENCE ORINC CORD FENCE 4••Fa1�—PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING •� •ai 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. 832,432 SF 832,432 SF x 10% = 83,243 SF 83,243.2 SF 22,719 SF +260,924 SF 283,643 SF PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (1z"-14" MIN. CAL.) 50' O.C. PARALLEL TO ROAD REQUIRED: RESERVOIR ROAD — 999 LF/ 50 = 19 TREES PROVIDED: 20 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 = 9.5) REQUIRED: 10 LARGE SHADE TREES PROVIDED: 19 LARGE SHADE TREES LARGE SHADE TREES (1"-14" 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. 4. Visibility of all mechanical equipment from the entrance corridor must be eliminated. County of Albemarle Conservation flan Checklist — To be placed on Landscape flans (Handbook, pp HI-284-111-297I6r complete specifications) 1. Thefollowingllems shall be shown on the plan: ❑ 'frees to be saved; 0 Limits of clearins (outside dripline of trees to be saved); C� Location and ty� f protective fencing; ❑ Grade cbaniea reqAirihag tree wella or walk ❑ Proposed7trene tg or tunneling beyond -the li[iiia of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment opeiato ICJ No grading shall begin until the tree marking has been inspected and approved by a County htspectorl 3. Pre -Construction Conference: m Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Epuipment Operation and Storage: Ileavy equipment, vehicular traffic and storage of construction materials including soil shall ttot�er ' tad within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Il Such devices shall not adversely affect trees to be saved. 6- Fires: ® Fires are not permitted within j00Feet of the dripline of trees to be saved. 11 Toxic Materials: Ild Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 123 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. Treachine and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as faraway'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. Cleanun: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged'Irees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NO IT IS THE DEVELOPER'S7t�SgONSIVILITV TO REQUIREMENTS. COIII CONFER WITH THE CONTRACTOR ON TREE CONSERVATION CONTRACT CONSERVATION PLAN CHECKLIST SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. HIGH ST. 434.227.5140 CHARLOTrESVH.LE VA, 22902 JOSTR4@SHW-ENGRiMING.COM L•1 FINAL S1TE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSA] 2022.03.07 2022.04.04 [ACSA] FILE NO. 18.020 LANDSCAPE DETAILS 2 TREE PLANTING DETAIL C16 Not To Scale C16 Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number Lamps Lumens Per Lamp Light Loss Factor Wattage ❑ A 12 BEGA Converted by LUMCat V 10.06.2015/H.R. 99523 LED 921 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. 4. Lighting fixtures of the athletic field will be installed to achieve full cutoff lighting. LED pole -top luminaires - Asymmetrical light distribution Application LED pole -top luminalre with asymmetrical light distributlon designed for the illumination of parking areas and roadways. Tool -less entry with hinged door for ease of maintenance. Provided with slip fitter to fit 3' O.D. poles. Materials Luminaire housing and pole fitter constructed of die-cast marine grade, copper free (s 0.3% copper content) A360.0 aluminum alloy Clear safety glass with anti -reflective coating for increased transmission Reflector made of pure anodized aluminum Silicone applied roboticaly, to casting, plasma treated for increased adhesion High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for wet locations Protection class IP66 Weight: 19.0 Iles. EPA (Effective projection area): 0.75 sq. ft. Electrical Operating voltage 120-277VAC Minimum start temperature -300 C LED module wattage 92.4 W System wattage 106.0 W Color rendering index Ra> 80 Luminalre lumens 9,454 lumens (3000K) Lifetime at Ta=150C >500.000 h (1-70) Lifetime at Ta=350C 308,000 In (1-70) LED color temperature 4000K - Product number + K4 3500K - Product number + K36 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 (BM White (WHT) RAL: Bronze (Bi Silver (SLV) Cus. Pole -top luminaire - Asymmetrical light distribution Recarrcneridee forum with 30' to 35' poles BEGA Type: BEGA Product: 995231<3 Project: Modified: SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVH.LE VA, 22902 TUSTIN@SHW-ENGRiMING.COM 1i Available Accessories IMS-1_2 Internal motion sensor- 8' mouting height IMS-1_3 Internal motion sensor- 20' mouting height IMS-1_4 Internal motion sensor - 40' mouting height - narrow IMS-1_7 Internal motion sensor - 40' mouting height - wide FSIR-100 Configuration tool FINAL SITE DEVELOPMENT PLAN See individual accessory spec sheet for details. BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805)684-0533 info@bega-us.com Due to the dynamic nature of lighting producband tie eeeodetedteMmbybe. laminates date on this sheet is subject to chest, M We dbcnllan a 13G aloM Amalfi. Ri most andrttechnical data, played redeem bega my.com ®copyright BEGA 2o1B Updated 01/17/18 REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 I' 9 IL�.Oi►E 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSA[ 2022.01.21 [ACSA] 2022.03.07 2022.04.04 [ACSA] FILE NO. LIGHTING PLAN 18.020 30 0 30 60 90 Graphic Scale: 1 C17 Regents School Of Charlottesville Atheltic Field Ch olesterNlle,VA LiahtinR 5ystem Pole I Fixture Summary IIIIIII�IIIIIIII�IIIIIIIIe,,�© Illlllllla'�© �.a®�[�IIIIIII:� IIIII.4'aMl�l� otititt�a �� Circuit Summary 0 Itr�lttttl7 Eleht Level Summary Ga New CalsulaMm Mabk OY PNen pry Pmpeny Lana Xorrm:bl 0.09 0 ADS (100 A M Camuse Ma. Cael-no, Fivbwj 4m 0 6335 OA))dAo A 21 Pmp¢ny line Max Venimlllluminerce Meth POL 0 on omA 20 SoverSell 1bbeng llo lumban ss 0 0 0A1 e.NlA M SocwrSpRl Mee Canals El Had ma mpA aSocmrapll Men Venifalllluminerca MCNn 0 0 0Ag onA 20 saoar Homm�ml gunLnmrM m 'A SEE sn A 20 ENGINEEREDOESWN By:Brayton Carter Flle VENESM]A-o3-Sell ' _ram u u_ . _ all SZ Is. 4 ® ® at In Cl O S4 S3 A« A« ge SCALE IN FEET 1 :120 'PutP,p. ENGINEEREDDESWN By:Brayton Carter Flle R200947A.03-Sell From Hometown to Professional P" 7r We Make It Happen 8pnklN M.LLC.®Nl2ozo Mu=BRc Ming.LLCMdM1luem Regents School Of Charlottesville Atheltic Field CMdotterville,VA Name'. P:oR:IYYne 1px�X 30.0' �r^. 30'abweg20e EndRGXa Yan avnale'. OA]93 mmmun: OAS Minimum: OFG no W WIM: ]3J AooIM [IrMIc A do atuMRlm: 2a zt.lg My Guammmd Pedomnanae: The ILLUMINATON dewlbetl above is guaranteed Per Wile Mmw Mmmy document. Field MeasuwmeM: Induddal fieldRmems mrywgR wmputercalemared Fra lmbns and should be man [rvmmiludxXh IESNARPbss. nedrlwl Spbm RqulRmad :R .Am,n Onw Cblirt and/ortM'Mu C 5 mSMnmary' forelMdoled". Indalbdw"ulRm :RRuMassume33% vodegeatllnesidedthednw5re:dahem Iou dt:hln3feet(lm)&&Sllgnlm ons. r' Deem rolebMMNN ®dw 'a..Ma,E,m�,i� We Make It Happen Mr.aseuti=iLic. Mmi 2020 MY® epw Lighane. ucmmnwes EQUIPMENT LIST FOR AREAS SHOWN ®® at . d 30 35 35 35 30 30 35 35 35 30 33 3 7 37 37 32 32 37 37 37 33 9 3 36 33 29 2 33 36 33 9 3 36 33 29 29 33 3 33 29 33 3 37 37 32 32 37 37 37 33 30 35 35 35 30 30 35 35 35 30 III 91* L—S.IN FEET 1 :30I— Sal m Pm av ENGINEEREODESIGN Ste Brayton Carter -File #21[1- D3Sel In Fea' .YP ENGINEEREDDESIGN By: Brayton Carter File R100947A- G3SeI Regents School W CharbMmlle Atheltic Field ChaKo wille,VA Hamel Soccer 11,e 3W13eP slmr'^g 3D.0x30.0' eduabweg2ae III- EnUm Gdd Gwnn¢ae aepage:. w _ Y.-cage 33 Numm. oemYm 7 Mmlmu39 Gr+'bae Meal Min: 2 _ Mu/Min: 1 L M lWarem mall 1.]e a: 50 xN dPMnM. m uMlMa.f..:.n..:nmx ApaJyy UrtuNA A Mn MYRYrubaM i0 [dalloatl' g1.16 LW G..R PerlOman[e: T:e IIWMINhIxIN&wibea same, ieguarant dWwur Mu Warranrytlowm oranalncludeell airt aepredation0[mr. Fleltl Meaevemem: IntllNauelflN] meawrtmemz mvywryhwn ompNe : e [ase eMa prealexans ana [LeuM be MFen mmanwmdhlssw.RAe.ss. DY OaSyWmrt N'M b:RpMW mS= 0me%mM ana/w <he •Mwa gnrmol sytem sunmary• krNaMRl ssYry. bYIYGM RpYYBInarM1: ResuMs essumel3% bM[ientlalmineralogicalmineralogicalmineralogicalp3gica ms of desM1YentlnsxranaslN[Nrm low[lons. n i6 We Make It Happen ;aria NLac. iitsex 2ozo ancer El l;encns. Lic Mmm 0 RogenN SLhdol Of CharbtOnAlle /sheltie Field CMdottesvllle,VA NCLUMY: ocesser nenri.1ry ".IRmemeR rto AmRr Draw Chart and/or the 'Mu CPnW 5amm 2Mnmry' Par dedmal more. M INUM"UlRm Rmub assume 23% mmim Mal a Ilne side of the chose addsVudures bald=in 3 ket(lml of desian loo ns. .� We Make It Happen 8iex*;=::o1c.1Emiezc`2elI, aEPmaue ne. ucmmrneeb TOTMETIMPT.Tem SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. MGH ST. 434.227.5140 CHARLOTTESVUX VA, 22902 TUSTIN@SHW-ENGRiMING.COM A FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REVISION: 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 [ACSAI 2022.01.21 [ACSAI 2022.03.07 2022.04.04 [ACSAI FEE NO. LIGHTING PLAN C18 25.00 in (635 min 26.00In (680 com) 0 00 I' "I 24.00 in Oriental Luminaire Data Weight (luminaire) 45 lb (20 kg) UL listing number E338094 UL listed for USA / Canada UL1598 CSA-C22.2 No.250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminaire IP65 Material and finish Aluminum, powder -coat Wind speed rating (aiming only) 150 ml/h (67 m/s) UL, IEC ambient temperature 500C(122eF) rating, luminaire Photometric Characteristics Projected lumen maintenance per IESTM-21-11 L90 (13.5k) >81,000 If L80 (13.5k) >81,000 h L70 (13.5k) >81,000 h CIE correlated color temperature 5700 K Color rendering index (CRI) 75 ill 70 min Lumens' 136,000 Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminalre U.S. and foreign patents) Issued and pending • 02019 Musco Sports Lighting LI[•TIL-1EP1200570LMC75 CR • M-2993cn0 3 musco 20.00 in (508 mm) T 12.00 in (305 mm) 26.00 in (660 mm) 21.50 in (546 mm) Luminaire Data Weight (luminaire) 40lb (18 kg) UL listing number E338094 UL listed for USA / Canada UL1598 CSA-C22.2 No.250.0 CE Declaration LVD, EMC, ROHS Ingress protection, luminaire IP65 Material and finish Aluminum, powder -coat painted Wind speed rating (aiming only) 150 mill (67 m/s) UL, IEC ambient temperature 500C(1220F) rating, luminaire Photometric Characteristics Projected lumen maintenance per IESTM-21-11 L90 (13.5k) >81,000 If L80 (13.5k) >81,000 h L70 (13.5k) >81,000 h CIE correlated color temperature 5700 K Color rendering index (CRI) 75 ill 70 min Lumens' 89,600 Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminalre Driver Data Electrical Data Rated wattage' Per driver 1170 W Per luminaire 1170 W Number of luminaires per driver 1 Starting (inrush) current <40 A, 256 µs Fuse rating 15 A UL, IEC ambient temperature rating, 50-C (1221) electrical components enclosure Ingress protection, electrical IP54 components enclosure Efficiency 95% Dimming mode optional Range, energy consumption 14-100% Range, light output 19 —100% Typical Wiring Surge' protection Controller Disconnect r pf Present) l Li T Fuse Driver + � I - Luminaire L2* Fuse * If L2 (corn) is neutral then not switched or fused. t Not present if indoor installation. Max operating current per 7.26 A 6.98 A 6.60 A 6.31 A 6.05 A 5.24 A 4.18 A 3.82 A 3.63 A 3.50 A 3.03 A luminaire' Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, at stabilized operation In 25'C ambient temperature environment. 2) Operating current includes allowance for 0.90 minimum power factor, operating temperature, and LED Ill source manufacturing tolerances. Notes 1. Use thermal magnetic HID -rated or D-curve circuit breakers. 2. See Musco Control5ystem Summary for circuit information. U.S. and foreign patent(s) Issued and pending • 02019 Musco Sports Lighting, IiC • TLC-LED-12005700K 7501 • M-2943cn00-3 musco 2 Driver Data Electrical Data Rated wattage' Per driver 890 W Per luminaire 890 W Number of luminaires per driver 1 Starting (inrush) current <40 A, 256 µs Fuse rating 15 A UL, IEC ambient temperature rating, electrical components enclosure 50-C (1221) Ingress protection, electrical components enclosure IP54 Efficiency 95% Dimming mode optional Range, energy consumption 25 —100% Range, light output 30 —100% Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, at stabilized operation In 25"C ambient temperature environment. 2) Operating current includes allowance for 0.90 minimum power factor, operating temperature, and LED light source manufacturing tolerances. Notes 1. Use thermal magnetic HID -rated or D-curve circuit breakers. 2. See Musco Control5ystem Summary for circuit information. Typical Wiring Surge protection Controller - Disconnect r 9f pmwm) l L1 T Fuse Driver _*� - Luminaire L2* Fuse * If L2 (corn) is neutral then not switched or fused. t Not present if indoor installation. .sar��•..m.w+.�.w.arar�.aa.An... SaWbrsb U9htlrs� SaMbrs bUgYr� SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JOSTW@SHW-ENGRiM]NG.COM L01 FINAL SITE DEVELOPMENT PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.01.21 REWSION 2020.06.22 2020.10.19 2021.04.09 2021.05.19 2021.10.14 2021.11.30 (ACSAI 2022.01.21 (ACSAI 2022.03.07 2022.04.04 (ACSAI FILE NO. 18.020 LIGHTING DETAILS US, and foreign patent(s) issued and pending - (02018 Musco Sports Lighting, LLC • TLC-LED-W0570OK 75 CRI • M-2628-en04-4 1 U.S. and foreign patent(s) issued and pending • (02018 Musco Sports Lighting, LLC - TLC -LED -900570OK 75 CRI • M-2628 anN 4 C19 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. �7 3. FACE OFVCURB) WILLIU E PAIDOFOR AS RADIAL CURB NG 4.TPE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) INORDER THAT THE SOTTO 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. 4" 2" R 5.CG-2 IS TO BE USED ON ROADWAYS MEETING THE I APPENDIX REQUIREMENTS OR VDOT ROAD DESIGN MANUAL. I . •.i'•d• SURFACE SEE NOTE 4 .i ..a •.a - a • .%'.'A - BASE 'A - SUBBASE 411 �' RADIUS a• 71/2' d 'a 15" ..d - SURFACE :a'A- MAX. d a �..A BASE a.. SUBBASE I,-12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECFICATION REFERENCESTANDARD 6" CURB 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ---------------- EXISTNG SUBBASE PROPOSED SUBBASE ---------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE 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 11 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY �IE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3• COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4- FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SH&L BE CONSTRUCTED PARALLEL TO THE SLOP 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 OF THE VOOT ROAD DESIGN MANUAL. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 105NCE COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CTAKIn ADO, OIIC An V. V/Vh 201. 33 DI-3A, 39, 3C EXPANSION KEYED )WARE H ANT IARPED UTTER ROACH TER TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. '-Z L2%2'X2% "XI'A v GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A ° TYPE B %2' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 88'3O' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/t" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. •�APPR. PAVEMENT DI-3A L� DI-3B L DI-3C L WARPED PAVEMENT T— — 2 FLOW I FLOW 1LJ1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL �� STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) " 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1.5" OF SM-9.5A 2" OF BM-25 — 6" - VDOT #21A BASESTONE ;OMPACTED SUBGRADE 1 SON -SITE PAVEMENT SECTION C20 Not To Scale x 6" Bollard 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE TO BE FIELD VERIFIED x 6" Bollard " x 4" Wooden Post D 6" Wooden P D Fence Board D D IE DU ER U E 2" x 4" Rail (tYp) x x SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. HIGH ST. CHARIATTIESVELLE VA 22902 L•1 434.227.5140 JUSTTN@SHW-ENGNEERNG.COM e -0- e D e D e ° D i D a 4" X 4" Steel Columns for Gates `VDO-r SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE r:'.. D °„ A D , A 4"X6"Treated wooden FINAL SITE DEVELOPMENT PLAN SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 D D Gate finish to match buildings 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION \ ° b REGENTS 9 e e C De „d °'e. °, p, Dp t °'e. °. SCHOOL 2 f . J E O 4J775• 5• - -- VA N 1 2C e I .CONCRETE PAD' a .CONCRETE PAD' a ASILBEM RLE COUNTY, VIRGINIA RES RUED- B Ktl . D 1DXp7$'' 1OXp1$' lr 425 425 1 XC CESSIBLE 1 a a q 200/2�0.�0T1.21 P/ • R I N G_ 2C I \\ D e D e o ° e eq R YlJI01Y. \�� - 2020.06.22 1e 1 A / 2020.10.19 2021.04.09 R7$a c uAN ALLFSS,IRIE 1 II ( (I 6" Wooden 2021.05.19 • < z . - Q e } 11 Fence Board 2021.10.14 6 REGENTS PLAZA 'a - - .• p , > - < ... -e 2021.11.30 [ACSAI 4' x 4' Steel Columns for Gates 2022.01.21 [ACSA] 3 AUTOTURN EXHIBIT 71 P 4'6" x 6'6" Treated Wooden 2022.03.07 VAN giate4f ros,� tp rRatch buildings 2022.04.04 [ACSA] 3.e75 3875 ' Ci2Q SCALE: 1 "=30' t(YPI 1s hd Concrete Pad FILE NO. ACCESSIBLElu 14 18.020 75 25 EARTH, MULCH, � OR STONE DUST SITE DETAILS � 14 VARRCESSABE 2 DUMPSTER PAD DETAIL R7-8 NO PARKING n e 1 c 1 n 1 E r c N J K0� 4 C20 Not To Scale LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) 12 G 375 AM1-5 I.5 a 5 C 1 1.e11 1 UN 1 15 BACKGROUND - WHITE (RETROREFL) 18 B aiB .439 225 20 150 24A7 GOB4 15 4 P R M T I V E TRAIL DETAIL 5' 'Reducespacing50%D. PARKINGAPPLICATXW DIRECTDIALAPPLGAICN C20 SCALE: 1"=5' PRIMITIVE TRAIL C20 "'See page 6.31. COLOR& LEGEND -GREEN (RETRORDIE(:TNE) OR BLACK COLORS LEGEND -WHITE TAFMONENEQNEI" 'See page 6-2 for arrow design. BACKGROLIM M"TE(RERIDRERECENE) BMxGROUND-BLUE RRETROREFLECINEI Page 6H-48 September 2019 September 2019 Page 6H-49 Page 6H-14 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: Group 2 Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing 1 Speed Limit (mph) 0 -35 36 + 0 -35 36 + 1 0.35 1 36 + Transition 20' 40' Travelway 40' 80' Construction Access I80' 120' Construction access spacing may be increased to this distance, but shall not exceed one access per'/< mile. 8. For taper lengths, see TTC-19' 9. See Table 611-6 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 7TC-55. tion: 13. The barrier shown in this typical application is an example of one method that may be used to close a 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- 411/2015 2: Revision 2 - 7/1/2018 September 2019 RIGHT SH00LDER -�J6 CLOSED RIGHT SHOULDER i DLoseD AHEAD ROAD WORK -�j AHEAD 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 Stationary Operation on a Shoulder (Figure TTC-4.2'J L. a t ■ 50ML± Lane Closure Operation with Temporary Traffic Barrier I igure TTC-20.23j 6" LINE BEGINNING AT ANGLE BREAK OF BARRIER SEE NOTE 9 SEE NOTE 8 SEE NOTE11 SEE NOTE 1 I * SEE _ NOTE 1 R4-v7L KEEP LEFT N SEE _ NOTE 1 RIGHT LANE CLOSED AHEAD SEE NOTE 1 ROAD WORK AHEAD 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 Page 6H-15 G2Q2] V) 80'- 120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) • TYPE B OR C SEE NOTE 9 • if • • • SEE NOTE 6 ® CHANNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTE 2 RIGHT SHOULDER W21-5aR CLOSED SEE NOTE 2 RIGHT SHOULDER ctosrD W21-5bR AHEAD SEE NOTE 2 ROAD i� WORK W20-1 AHEAD r. J - IG20 RV) 500' ± BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 GROUP 2 CHANNELIZING DEVICES SEE NOTE 7 ERADICATE 200' OF EXISTING PAVEMENT MARKING - GUARDRAIL SEE NOTE 11 ILLUMINATED FLASHING AMBER ARROW TYPE C SEE NOTE 3 pSHOULDER TAPER s 00 W4-2R i OPTIONAL LONG-TERM TRANSVERSE RUMBLE STRIPS UNE ENDS SEE NOTE 14 i W 9-2 L MERGE LEFT RIGHT i LANE W9-3R CLOSED HEAD ROAD tE WORK W20-1 AHEAD 6., PCMS - SEE NOTE 3 �{ 7 Page 6H-54 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC44 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 (W21-5bll), RIGHT SHOULDER CLOSED (W21-5alk)% even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. Hon: 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 area. 4. For short duration operations of 60 minutes or less, all signs and channehzing devices may be eliminated if a vehicle with activated hi -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, orl 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: Taper Length L Speed Limit m h Lane Width Feet Remarks Speed Limit � m h Lane Width Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=S2W/60 50 450 500 550 600 _l L=SW 30 135 150 165 180 L=S2W/60 55 495 550 605 660 L= SW 35 185 205 225 245 L=S2W/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=S2W/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 61-1.22 Shoulder Taper = Y, L Minimum 7. Channelizine device spacing shall be at the following: Channelizing Device Spacing Location Speed Limit m h Location S�C1Og 4Speed Limit h Location Spacing Speed Limit m hSpacing 0 -35 36 + 36 + 1 0 35 1 36 + Transition 1 20' 40' Travelwa 40' 1 80' 11 *Construction Access 1 80' 1 120' *Construction access spacing may be increased to this distance, but shall not exceed one access per Y, mile. 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 611-3 on Page 611-5 for the posted speed limit. 10. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2,019 September 2019 September 2019 Guidance: 1. Sign spacing distance should be 35W--500' where the posted speed limit is 45 mph or less, and 50W--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 tim 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.07.2 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 611-3 on Page 611-5). 6. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.' 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. Opt on: 8. A SLOW (W21-V 10) signz may be required in this area to give advance warning of the operation ahead Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the PTRS' should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure 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 may be eliminated when using a pilot 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 Standard:' 14. When used'three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane a,djacent to the BE PREPARED TO STOP (W34) 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- 411/2015 2: ReAdon 2 - 9/1/2,019 Maintenance of Traffic: TTC 23.2 to be used during entrance installation. TTC 23.2 with traffic barriers from TTC 20.2 to be used for regrading of Reservior Road. For should widening, use TTC 4.2. Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) zs ON _'!1m m m • m� 9 9 9 'E 'Z S310N 936 NOIIVIS H309Vl3 PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT 1,40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET PTRS SEE NOTE 4 0 0 0 c 0 0 W + cos W z ROADWAY CENTER LINE PTRS SEE NOTE 4 & 14 1: Revision 1- 411/2015 2: Revision 2 - 911/2019 l t Page 6H-55 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 H MGH ST. 434.227.5140 CHARLOTMVH.LE VA. 22902 JUSTW@SHa1P-ENGWMING.COM UJ S A113 Y � ic. tf'9-4�183 � _ G20-2 (V) T� 500 + SIOIVAL 50' - 100, BUFFER SEE TABLE 6H-3 80'- 120' HNAL SITE DEVELOPMENT PLAN REGENTS SCHOOL SHADOW VEHICLE REQUIRED BUFFER - SEE TABLE 6H-3 ALBEMARLE COUNTY, VIRGINIA .50' -100' SUBMISSION: FLAGGER STATION SEE NOTES 2, 3, 5 & 6 2020.01.21 SEE REVISION: NOTE 1 10 w20-7 2020.06.22 SEE 2020.10.19 NOTE 1 2021.04.09 SEE NOTE 10 w2021.05.19 SEE 2021.10.14 NOTE 1 w20426 2021.11.30 [ACSA[ SEE SEE NOTE 15 2022.01.21 [ACSA] NOTE 1 2022.03.07 wz0-4 2022.04.04 [ACSA] SEE NOTE 1 R . FILE NO. WO VV20-1 AHEAD 18.020 MAINTENANCE OF TRAFFIC C21 / / / O / NH / DAVID HARLOW / D.B. 2697, PG. 154 61 / M \ 75-MEN I / ZONE: R1 RESIDENTIA/ / USE: SINGLE FAMILY R SI NTIAL N \ \ / / RICHARD SHRUM / / D.B. 194 TMM 7, 7 60RRESIDENTIAL I ... / USE: SINGLE FAMILYRESIDENTIAL N/F , TON DINH 1 N/F D 8. 4415, PG. 7 1 CECIL JOHNSON / TM 75 61A I D.B.36, PG. 722 ZONE Ri RESIDENTIAL TM 76-14 �\ \ / USE: SINGLE FAMILY RESIDENTIAL ZONE: R1 RESIDENTIAL / 1 USE: SINGLE FAMILY RESIDENTIAL REGENTS SCHOOL OF W,, CHARLOTTESVILLE INC / �CD.B. 5237, PG. 251 � TM 75-66 1 � / 1 2 / 1 / \ \ \s 5.48 ACRE SWM FOREST & \ \ ✓ \_ �" OPEN SPACE EASEMENT \` DB 5658 PG 269 \ \ ''Y''.' lad, a vvk In- \ 4 62p5'�k \ \ AREA OF FUTURE SCHOOL EXPANSION OF O 1 I 1 1 I N/F UNIVERSITY OF VIRGINIA FOUNDATION 1 1 D.B. 4170, PG. 689 TM 76-13B I ZONE: RI RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL 1 1 N �5'02'44" E w - 1 2643Ci � 7,5 REGENTS SCHOOL SITE f i I h w \h TW 4' Y _w _W _w W _w _ /,�/ 6A IVL! �f ,\h �f M W _W M _W _W Pt. 251 r F\ Ps W. 7 / / / / / TRINITY PRESBYTERIAN CHURCH D.B. 730, PG. 459 TM 76-17C 0 NOTE: SANITARY LATERAL CONNECTIONS TO BE ADJUSTED AS ON -SITE PLUMBING IS TO BE DETERMINED NEW 60" DIA. PUMP STATION TO SERVE REGENTS SCHOOL \ NEW 3)1 FORCE MAIN TO ACSA SANITARY SEWER SYSTEM TRINITY PRESBYTERIAN CHURCH Graphic• 80 NI1A/ AnC`A AA A N I I InI F- L/\IJ I IINV n- _)Jn IVIMN1 IULL 240 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. IDGH ST. 434.227.5140 CHARLOTTESVHJ.E VA, 22902 TUSTIN@SHW-ENGRiMING.COM CENTRAL SEWAGE SYSTEM PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.12 REVISION: 2021.08.09 2021.08.17 BID SEf 2021.10.14 2021.11.30 [ACSA] 2022.01.21 [ACSA] 2022.03.07 2022.04.04 [ACSA] FEE NO. CENTRAL SEWER OVERVIEW 18.020 60 9C SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. MGH ST. 434.227.5140 CHARLOTTESVILE VA, 22902 TUSTIN@SHW-ENGRiMING.COM a \ b \ 20 o- \ C RP STO & \ 45 EN A41Airni-7m a \2 2 • • rr+�u 73 � 'ry \� CC 30 0 30 Graphic Scale: 1 "=30' 1o\ \ \ _ TREELINE TO -BE -CL EARED JT ME — \ \-1-0'-OF NEW ACSA WATERLINE W WSW\\ \ W\AWL ,•.° a .. DG:Ee& — — \ .'(SLOG ALB) :� -�9 / Sax / \� ...� ' — — — / 600 OF E IN ALL MAX HEIGiFT--Ci SRO �BUILolNG'12- -G€O>'A C-TO BE -LOCATED OUTSfD -BUILDING B_ — e ; .. / FFE 5�.y / 1_OF A EASEMENT ro w 2,352 SF DOWD,F>, F 8. CLASSROOM / n--ADMJSTRATIVE a --REGENTS --� i1S51) LDI D2 BUILDING" FFE �8.5 601f \ I' •�; FFE 518.5/ �_:. CS6FIE OM� _ _ \ BUIL�NG\3-- \ \/��-------- -- \ ^L /60o sF/ JT \ BUI'4RO 11 CLASSR00 ,6O / — — — — E 51 / C qS R Fqq / ) — �' \� \ \ \ \ _ / 516 ( <'Jyf\ F -- -- \ — -- — — - - — — \ �o SF �/—'1//\ �\✓� —�1I 7\\/ LCADOM x MS ,�0 —I //( '! \// / /// I �/'_., // // F '- _ _ -- -- \ \\� \\—\ \ \\�\` �—\—�--_—_— — —_-- ---- -- �— --- ——_ -----_ — —� ` —��—�_��\\� _ �—\\� _ i \ _—\ `—\�\ \ \ \� / II/ II �/ /// /l/// /,.: �l6°°oIsLassaoM o//-711'1�0 � I C FFE 516.5 R°° v� BUILDINIGS1 6 DIAV�ER FFE 516.5 P STATION 5F _ APE — °SF 5 // // �\ \\ �9 gsOxN°_— 1 / EVA D ON PIER L� �/ N �✓ 241 LF _ FOUNDATIONS / — — — — / / <� \ S.,gDR-5 �_/ // / / / // / — ,/// / / / / / �/ / I l 1 1 \ 202 0y40, W _ W ��W W 6 TEE — EG-6 NOT T may_ XCEE\ LOPE 6" G END — — — W W W W 6x6 TEE WJ / _ _ �x613E� — \i _ AT�CL12 1= COPPER SVC — \ J ' — �_ / ' / — 5w BaD 1 xAQ M / WE RIM I L J zP \ Co. 1 P� 00 l �' I PF�n � 40� — — ,II r L l PATH OF FORCE MAIN & PRIVATE SANITARY EASEMENT SUBJECT TO MINOR REVISION BASED UPON AGREEMENT TO BE NEGOTIATED BETWEEN TRINITY CHURCH AND REGENTS SCHOOL SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 F. MGH ST. 434.227.5140 CHARLOTTESVUX VA, 22902 TUSTIN@SHW-ENGRiMING.COM 540 535 530 525 520 515 510 505 500 495 490 48 480 475 10+00 W J W W 3.6%18-09 NFW — 253.0 LF — 3" SCFi. 4 TPAII W 1- 40 PVC a SUMO EX FIRE ASSUMED BASED - IBEXBI VG 62.7 LF — 3' SOH. 40 PVC 40 P @ LZ% -- - 3" SCH. Q . RA T. INW T HN 3.5' . `IOER. ON SHALL POTHOLE SHALL POTHOLE AMID — Q ID C CONFIRM NL INVERT PRIOR TO of NEW FORCE NSTALLATON >EiLLI z J �r 0o rn N QGRAE X W H H W 2 x W N og- 0 o z i ' - v m z @ 0.6% 0 z_ > ? z 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 10+50 ,1 W W J W W 8 ---�- -_ )E _...------ 116.9 LF — 3" SCH. 40 MIN — — 3" SCH. 40 PVC @ 1.0% 253.0 LF so _-- 40 pVG 3^ SGH 6.8% 104.1 LF — 3" SCH. 40 PVC @ 0.0% •. TING DE PVC @ C.C% 67.2 3" SC4. 40 M EX. 18 WATERLINE. INVERT ASSumtu BASED ON 5' COVER. CONTRACTOR SHALL POTHOLE AND CONFIRM WL INVERT W Z J — 3' SCH- 0 co 00 (if — PRIOR TO INSTALLA110N OF NEW FORCE MAIN. N D' z rn U M N N ga 3: _ H X Q 5 — 6.4 LF — 3" KH. PVC 4 LF — " SCH. 18+00 18+50 1 )FORCE MAIN PROFILE C25 HORIZ: 1 "=30' VERT: 1 "=10' 540 535 530 525 520 515 510 505 500 495 490 485 48870 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+5405 WNIRa PANEL ON SHALL OONURI A BIPPOM MONITORING StSMM TO BE MONAGED BY A CONTRACTED PROEEEEU.AL TNIRB 1.1 SUPPORT CPAK1 suwaRT POLE e GaxouT \ /—MH WATER ALMM LIGHT BAIXYP 6]RRATUR1 CCHIMIL PANEL Y ALL PUMPS 'OFF' ELEV. - = = = = = = =41 1 P,,B INIET ELEV. - ..EW BJTNM X WET WELL SUES. - I .CB' ... .. TOP VIEW D]IIOiEIE PUE B1IXNP 6FNEFA— BDNma PANBI O FRONT VIEW SIDE VIEW 2 )SANITARY SEWER PUMP STATION DETAILS CONTRACTOR SHALL OBTAIN SHOP DRAWINGS FROM VENDOR FOR PUMP ASSEMBLY, GENERATOR, AND CONTROL PANELS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW OF ANY PROPOSED CHANGES AND FINAL APPROVAL OF DRAWINGS PRIOR TO PURCHASE OF PUMP -RELATED EQUIPMENT. (3-WAY) TRACER MRE MON-JED AILNG DISCWARG£ LINE DISCHARGE LINE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. MGH ST. 434.227.5140 CHARLOTTESVH.LE VA, 22902 TUSTRN@SHW-ENGRiMI4G.COM CENTRAL SEWAGE SYSTEM PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.12 REVISION: 2021.08.09 2021.08.17 BID SEf 2021.10.14 2021.11.30 [ACSA] 2022.01.21 [ACSA] 2022.03.07 2022.04.04 [ACSA] FEE NO. mol FORCE MAIN PROFILE & SANITARY SEWER PUMP STATION DETAILS C25 Scale: 1 "=5' C25 APPLICATION DATAAND CONSTRUCTION DETAILS Maximum Solid Size 3" Minimum Casing Thickness 546' Casing Corrosion Allowance W Maximum Working Pressure 30 PSI Maximum Submergence 50 feet Minimum Submergence Fully submerged for continuous operation 6" below top of motor for intermittent operation Maximum Environmental Temperature 400 C(104° F) continuous operation, 60°C(140* F) intermittent operation Power Cable -Type (See Motor Information forAWG data/size.) Type SJTOW: single phase, 1 6 and 2 HP Type STOW: single phase, 1'k - 3 HP and 5 HP, 460 V Type STOW: sinle phase,3and 5HP, three phase5HP, 230Vand 7%HP Motor Cover, Bearing Housing, Seal Housing, Casing Gray Cast Iron -ASTM A48, Class 30 Impeller - Standard, Optional Gray Cast Iron -ASTM A48 or Cast Bronze - ASTM B584 C87600 Motor Shaft AISI 300 Series Stainless Steel Motor Design NEMA 56 Frame, oil filled with Class F Insulation Motor Overload Protection Singlephase: on winding thermal overload protection auto reset Threephase: requires Class 10 overloads in control panel External Hardware 300 Series Stainless Steel Im ellerT a Semi -open with pump out vanes on back shroud Oil Capacity- Seal Chamber 1.5 quarts Oil Capacity - Motor Chamber 1116-5 HP single and threephase: 7 quarts 7%HPthreephase: 6.5 quarts Mechanical Seals - Standard U er Carbon/Ceramic; Type 21 Lower Silicon Carbide/Silicon Carbide; Type 31 ec Mhanical Seals -Optional Lower I Silicon Carbiderrungsten Carbide; Type 31 (All dimensions are in inches. Do not use for construction purposes.) ROTATION 25 # of FLAN E 3.50" APPLICATIONS Used in a variety of residential, commercial and industrial applications such as: • Sewage systems, Flood and Pollution Control, Dewatering/Effluent, Farms, Hospitals, Trailer Courts, Motels SPECIFICATIONS Pump: • Maximum solid size: 3" e Discharge size: 4 , 125 # ANSI flange • Maximum capacity: 620 GPM • Maximum total head: 60 feet e 300 Series stainess steel fasteners • 20' Power cord • Standard silicon carbide/silicon carbide outer seal Motor: • Maximum ambient temperature: 104' F (40° Q continuous duty, 140° F (60' C) intermittent duty • Rated for continuous duty when fully submerged • Insulation: Class F e 60 Hertz • Single row ball bearings • 300 Series stainless steel keyed shaft Single Phase: • 1.5 - 5 HP, 208 and 230 volts e Built-in thermal overloads with automatic reset • Built-in capacitors MODELAND MOTOR 12.62" Throe Phase: • 1.5 - 7.5 HP; 200, 230,460 and 575 volts • Class 10 overload protection must be provided in control panel MOTORS • Fully submerged in oil -filled chamber: High grade turbine oil surrounds motor for more efficient heat dissipation, permanent lubrication of bearings and mechanical seal for complete protection against outside environment. • Class F insulation • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits and can be operated continuously without damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction for precision positioning of parts and to carry thrust loads. • Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. 20 foot standard with optional lengths available. • O-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS c •Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association us File #LR38549 Order No. HP Phase Vohs RPM Impeller Dia. in. Maximum Amps LIL Amps li Code Power Cable RL Motor Efficiency % Resistance Wt. (Ibs.) Start Line -Line WS1518D4M W51512D4M 1.5 1 208 1750 5.63 17.2 50.8 B 14/3 80 1.1 0.9 195 230 14.7 29.5 E 70 1.4 1.8 W51538D4M WS7532D4M 3 200 11.5 40.9 H 14/4 81 NA 1.7 230 10.0 40.0 F 83 2.3 W 15 4D4M WS1537D4M 46 5. F 575 4.0 14.4 H 74 14.8 WS1518D4 WS1512D4 W51538D4 WS1532D4 1.5 1 208 1750 6.25 17.2 50.8 B 14/3 80 1.1 0.9 195 230 14.7 29.5 E 70 1.4 1.8 3 200 11.5 40.9 H 14/4 81 NA 1.7 230 10.0 40.0 F 83 2.3 W 15 4D4 WS1537D4 46 5. F 575 4.0 14.4 H 74 14.8 WS2018D4 WS2012D4 WS2038D4 WS2032D4 WS2034D4 2 1 208 1750 6.63 20.3 50.8 B 14/3 80 1.1 0.9 200 230 17.3 36.9 D 75 1.4 1.5 3 200 13.3 40.9 H 14/4 81 NA 1.7 230 11.6 40.0 F 83 2.3 460 5.8 20.0 F 83 9.3 WS2037D4 575 4.6 14.4 H 74 14.8 WS3018D4 iW53012D4 W53038D4 WS3032D4 3 1 208 '1750:- (7.00; 25.5 50.8 B 10/3. 80 1.1 0.9 208 i230� 21.5 46.4 C 79'. 1.0 1.0 3 200 16.6 53.8 G 10/4 85 NA 1.3 205 230 14.4 49.5 H 14/4 83 1.9 WS3034D4 WS3037D4 460 7.2 24.8 H 83 7.5 575 5.8 17.3 G 78 11.6 WS5012D4 WS5038D4 5 1 230 1750 7.25 26.5 57.7 A 10/3 80 1.0 0.8 213 3 200 11., 73.9 F 10/4 84 NA 0.9 210 032D4 E 03404 14/4 WS5037D4 575 6.6 22.8 E 80 7.4 WS7532D4 WS7534D4 7.5 3 230 1750 7.69 23.0 105.0 G 10/4 83 NA 0.7 225 460 11.5 52.5 G 83 2.8 WS7537D4 575 9.2 42.0 E 84 4.4 PAGE 2 PUMP SPECIFICATIONS C26 Scale: N/A Discharge Pipe Information Pipe 1 3" force main Pipe 1 Pipe length (feet) 1500 ft Pipe diameter (inches) 3 in Pipe C-factor 120 Portion of Flow 1 Cross -sectional area (feet) 0.049 ft Hydraulic radius 0.063 ft Suction water surface elevation (A) Suction water surface elevation (B) Discharge water surface elevation Static head (A) Static head (B) 488.00 feet 489.00 feet 490.00 feet 2.0 feet 1.0 feet Daily Average Flowrates Type: Unit: Number of Units: gpcV unit Total(gpd) Grade School w/ Showers per student / staff 468 16 7,488 "'day assumed to be 12-hrfor purpose of this analysis. Total 7,488 Daily Peak Flowrates Type: Un it: Number of Units: Daily Average Flow gpd (12-hr) 7,486 Daily Average Flow gpm 10.40 Peaking Factor n/a 2.5 Peak Daily Flow gpm 26.01 Wet Well Sizing Type: Un it: Number of Units: Diameter ft 5 Volume per foot gallons 100 Wet Working Depth ft 5.24 Wet Working Volume gallons 5.95 Total Storage gallons 1,422 Pumping Rate gpm 75 Time to Empy minutes 19 Duplex Fi rnp (2 Pumps) I Parameter %sure Rpe Length, (ft) Rpe Dia., (in) Hazen William;;_ f C 1500 3 120 "Piping from pump basin to discharge point Minor Losses Typg Kvalues # Fittings Cate Valve 0.19 0 Rua Valve a/oo 0.86 1 Butte& Valve 0.4 0 SeAng Check Valve 2.5 1 W Bend 0.25 1 45' Bend 0.2 3 22.50 Bend 0.12 0 11.25' Bend 0.06 0 Tee (through) 0.6 0 Tee side out 1.8 0 QoSs hrcu h 0.6 0 Q nSs Iside cut 1.8 0 Heduoedlncreaser 0.1 0 Discharcietoar 1 1 120.00 - - -- -- - - -- - 100.00 E a m E 80.00 a ato o ,y 3 v; O C4 3 c O � LL x = 60.00 o N y � 0 N m M Q a 40.00 - 20.00 -- -- ------ ---- n System Curve - Head Loss Calculations Flowrake Water Velocity In: Dynamic Losses, It Total Dynamic Head Total Dynamic Head (+20%) gpm cfs Velocity ft/s Minter Losses Pipe Friction Max. Lift [ftl Min. Lift fftlft Max. Lift Min. Lift ft 0 0 0 0 0 2.00 1.00 2.40 1.20 5 0.01 0.23 0.00 0.21 2.21 1.21 2.66 1.46 10 0.02 0.45 0.01 0.75 2-77 1.77 3.32 2.12 15 0.03 0.68 0.03 1.60 3.63 2.63 4.35 3.15 20 0.04 0.91 0.06 2.72 4.78 3.70 5.73 4.53 25 0.06 1.13 0.09 4.11 6.20 5.20 7.44 6.24 30 0.07 1.36 0.13 5.75 7.09 6.09 9.46 0.26 35 0.08 1.59 0.18 7.65 9.83 8.83 11.80 10.60 40 0.09 1.02 0.24 9.00 12.03 11.03 14.44 13.24 45 0.10 2.04 0.30 12.10 14.40 13.48 17.37 16.17 50 0.11 2.27 0.37 14.80 17.17 16.17 20.60 19.40 55 0.12 2.50 0.45 17.66 20.10 19.10 24.12 22.92 60 0.13 2.72 0.53 20.74 23.27 22.27 27.92 26.72 65 0.14 2.95 0.62 24.05 26.67 25.67 3201. 30.81 70 0.16 3.10 0.72 27.58 30.31 29.31 36.37 35.17 75 0.17 3.40 0.03 31.34 34.17 33.17 41.00 39.80 80 0.18 3.63 0.94 35.31 38.26 37.26 45.91 44.71 85 0.19 3.86 1.07 39.50 42.57 41.57 51.08 49.88 90 0.20 4.08 1.19 43.91 47.10 46.10 56.53 55.33 95 0.21 4.31 1.33 48.53 51.86 50.86 62.23 61.03 100 0.22 1 4.54 1.47 53.36 1 56.83 55.83 68.20 67.00 Wet Well Calculations Wet Well Diameter 5 ft Wet Well Height 10 ft Pump Rate 75 gpm 'Pump rate is where system curve and pump curve cross Min active wetwell volume: 1) Min of tminute pump rate time 75 gallons 2) 10 minutes pump cycle time ( 3 cycles/hr/pump ) 187.5 gallons Dimensions ofsloped portion around base ofwetwell (ft): height= 1.00 width = 1.00 Volume perfootof depth ofwetwell : Volume of storage per ftofheight Depth (ft) Volume (gal) 147 gal/ft 0 0 1 100 2 247 3 394 4 540 5 687 6 834 7 981 8 1128 9 1275 10 1 1422 3 PUMP STATION CALCULATIONS C26 Scale: N/A flow rate into Wet Well Qin= scharge Flow Out of WetWell Qout= imum cycle time between starts Tmin= Storage Volume of Well ghtto start pump ime storage atpump start e to S tartPu m p from empty e to Empty From Start imum cycle time between starts 31 Cycle Time Ies per Day(12 Hours) Ies per hour cCycles per hour Wet Well 26.01 gpm 75.00 gpm Omin Vmin= I 93.751gal 5.24 ft 723 gal 25.39 min 9.65 min 5.00 min 14.65 min 23.70 cycles/12hr 1.97 cycl/hr 4.10 cycl/hr Minimum Submergence Hx Fd= 0.020 Hx= 0.175 ft Hmin= 4.775 ft System & Pump Curves - Reg( 0 5 10 15 20 25 30 35 40 45 50 55 60 55 70 75 80 Flow (gpm) 0.058 cfs 0.167 cfs 0.42 hr 0.16 hr 0.08 hr 0.24 hr Pum p settings 1)Bottom ofwet well 488.00 ft 2)Pump Inlet 488.29 ft 2)AII pumps off 488.47 ft 3) Lead pump on 493.24 ft (Condition A) 4) Lag pump on 494.24 ft (Condition B) 5)High Water Alarm 495.24 ft 6)Top ofwet well 498.00 ft ,nts School TDH - Max. - --o-TDH - Min. -*--PUMPS 85 90 95 100 105 110 115 120 125 130 SYSTEM & PUMP CURVES C26 Scale: N/A Pump Selection Pump 5 Goulds WS_D4 Series Model. 3888D4 WS30D4 Oder No. WS3012D4 3 " (Solids) 4"Discharge Flange 1-Phase 230V 1750 RPM Max Amps: 21.5 Flow Pump 5 TDH (gpm) TDH (ft) 0 46.00 5 45.50 10 45.00 15 44.50 20 44.00 25 43.75 30 43.50 35 42.88 40 42.25 45 42.13 50 4200. 55 41.50 60 41.00 65 40.63 70 40.25 75 40.13 80 40.00 85 39.50 90 39.00 95 38.75 100 38.50 105 38.25 110 38.00 115 37.75 120 37.50 125 37.00 130 36.50 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTPESVIII VA, 22902 JUSTINOSHMIP-ENGINEERING.COM CENTRAL SEWAGE SYSTEM PLAN REGENTS SCHOOL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.12 REVISION: 2021.08.09 2021.08.17 BID SET 2021.10.14 2021.11.30 [ACSA] 2022.01.21 [ACSA] 2022.03.07 2022.04.04 [ACSA] FILE N0. 18.020 SANITARY SEWER PUMP STATION CALCULATIONS C26