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HomeMy WebLinkAboutSDP202000052 Plan - Approved 2022-04-18FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT �� 10 PARKING COUNT TOPOGRAPHY - INDEX CONTOUR - - - - - INTERVAL CONTOUR 3"11.5 x� SPOT ELEVATION 311.5 TC x TOP OF CURB ELEVATION - 311.5 TW x� TOP OF WALL ELEVATION 311.5 BW x APO 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 o���oso 0000000o CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP k! 11 z ' ASPHALT EC-2 MATTING EC-3 MATTING --•...r__....___........� WETLAND TREELINE X x FENCE UTILITY -Ct- UTILITY POLE CU T GUY WIRE CHU OHU OVERHEAD UTILITY UGU UGU UNDERGROUND UTILITY STORM. O STORM MANHOLE o DROP INLET __ --r- STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE --�-�� SANITARY SEWER MAIN S __ __ SANITARY SEWER LATERAL WATER VV W WATER LINE 0 0 WATER METER 0 WATER METER VAULT FIRE HYDRANT 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: a 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. el 1 0 A 0., [am E___ F 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. p pp. Y WATER & SANITARY SERVICES This project lies within the ACSAjursidictional area for both water and sewer. Access to existing water and sewer service is available. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otheewise 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 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 All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that, are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified mate rials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible routes and features must be provided throughout the site in accordance with VCC and ICC A117.1-2009. 14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. FIRE MARSHAL'S NOTES 1. A knox box is required on this property. The location of this knox box will be coordinated with the fire marshal's office. 2. ISO Needed Fire Flow for this site is 2,125 gpm. RIVANNA WATER & SEWER AUTHORITY GENERAL NOTES 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. 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 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 rnade 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 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 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 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 rrrade 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. 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. 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. S D P202 0-52 TAX MAP 75, PARCEL 00 TAX MAP 76, PARCEL 17 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=1000' SHEET INDEX C1 COVER C2 SP APPLICATION PLAN & CONDITIONS C3 SP APPLICATION PLAN & CONDITIONS C4 EXISTING CONDITIONS C5 SITE PLAN OVERVIEW C6 SITE PLAN C7 SITE PLAN C8 GRADING & UTILITY PLAN C9 GRADING & UTILITY PLAN C10 UTILITY PROFILES C11 WATER MAIN REPLACEMENT & PROFILE C12 ROAD PLAN C13 ROAD, PLAN C14 ROAD PLAN C15 LANDSCAPE PLAN C16 LANDSCAPE DETAILS C17 LIGHTING PLAN C18 LIGHTING PLAN C19 LIGHTING DETAILS C20 SITE DETAILS C21 MAINTENANCE OF TRAFFIC C22 CENTRAL SEINER OVERVIEW C23 SANITARY SEWER GRAVITY FLOW PLAN C24 SANITARY SEWER FORCE MAIN PLAN C25 SANITARY SEWER PROFILE & PUMP STATION DETAILS C26 SANITARY SEWER PUMP STATION CALCULATIONS APPROVALS ner Date Current Development Enginee Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Aut ority Date Virninie Derartment of Tranvrtation Date IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227,6140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �t l►.b. 11!a�iJ 1rr►�N ic. 183 G� ���• SxoNAL �� . 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 [ACSA] 2022.03.07 2022.04.04 [ACSA] FILE NO. i :1 1 C1 M *p��-5 '77— s F n I e 3 —£ —,x— — _`��ler Wadi Al vis , e Q iI �Y �rs 44�' x ;FY 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 Cl -- 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 C5 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 lmpact 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 future build cannot increase by more than 10 seconds; and c. The proposed operational changes would not result in any movements increasing by more than 15 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 SP201800011 may be used for baseline traffic data until August 2021. If any request for 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 sorthbound 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 "fidure build conditions" and "future no -build conditions" in any such new TIA and traffic counts will be based on the following: i. "Future no -build conditions" will include the traffic generated by the private school use at a student enrollment of 280 and other nearby developments, as determined through the TIA scoping process; and 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; It. 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 use 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 Dater Protection Ordinance Plan, and all other applicable permitting requirements. 5. If the use, structure or activity authorized by this special use permit does not 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 lawfid physical construction of any structure shown on the Conceptual Plan referenced in Condition 1 above, and this construction shall commence by September 18, 2024. H1MV0 ENGINEERINC�2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP•ENGIN EERING.COM €�V� QTA �Cl2 �11'n� teelta School nt Charlottesville Reservoir Rold1kL � � lt 1i11WC0 V Special Exception Conditions La . xy ��F,'^,,,�'Y!�� �1���1?1t�p,�:t�A� ��rL3 �• �lY'A t����'�7��4J tb�?f��Tj���1�dtk+���"" �����51� � iYpC.h=`LSitl' ������' ��a�� ��Y Y 1+ the ia:trxlut'IIIo�ei 4ht rtlpel�tf+esI�i_tf�otttkc�k, indfPR d ke 1p 3 "MeitYt+ tLUZi d tl t sfrob tl' 1 1 at=' rt? c P 4 v 1. the maximum permissible height of the poles supporting outdoor luminaries at The Regent Bchool R 9 9 l pp 0 g t�€ Charlattesv l€a s thletic t`�I�i is 70 feet. T p,' >�7 � p — — r� - F �i kF I 2. Outdw lighting of The Regents Schaal of Charlottesville's ethletio field shall not continue past I0:00 'N0. Wok �"�r{5s111i blL'iI`a�{ S7Fk(LAsC#tk�kiGs �.rTi. .:; pot.�zr�t't pc�ttjtac:isIiklt'p lupfy[1tepjnhts itietetq�ittdtiirl�tIP tf1z 3 I ( U T V S (i" H l-= _ f) f tslr u ' fi► ko�str ate ic,khePs is ' 1 e t l S j > cu Ca '�l ;ac� 3 , 4.518 �ms�tei'd I sue. —I— orlel< 13drd on'.;tte ': a€fi E _yF :4 ,t I YONAL 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 [ACSAI 2022.03.07 2022.04.04 [ACSAI FILE NO. SP APPLICATION PLAN & CONDITIONS V G 1 t. I f+t t t t tE til S + Ica... m fff1111ttt 'tit. r .7 1 t, 1 �yfll .i i 1 .tii 41 if Wit j. IN r ; 1 , Academic •'i'jA Woods t �tt , t ,Ili 1 ' ACad8fTliC WaQds ; t + j. �1 -t. pli 4. i.- i. f. r. F • - F 6 FT minimum. Setback from. LEGEND LAND USE PROHIBITED USES PERMITTED USES 485 71 II t 1 �: Right —of —Way Reservation School Buildings and associated uses, Ingress/Egress, grading, landscaping, ! 48 I it ! Parking and travel was utilities, along with any other uses !s;;^!_!;_, typically permitted within VDOT ROW 4a5; 480 Academic Woods Area School Buildings and associated uses, Stream restoration, primitive trails, landscaping, Parking and travel ways gardens, utilities (which cannot be reasonably located outside of tree preservation area), and primitive 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 — _— _ _ - _ J with parking spaces concession stands, lighting, etc. School Buffer Area Parking and travel ways associated with Signage, grading, retaining walls, landscaping, utilities, parking spaces, ingress/egress to the site, etc. r— ~77 School Facilit Area Y None Any primary and secondary uses associated with the proposed school use along with any underlying by —right zoning uses 00 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) 1) Primitive buildings and structures, such as picnic pavilions, storage sheds, and amphitheaters, may be constructed within the portion of the academic woods area that is outside of stream buffers and preserved slopes. The maximum number of sites for primitive buildings or primitive structures or similar outdoor amenities shall be five (5). The maximum disturbance area of any individual primitive building or primitive structure or similar outdoor amenity shall be 500 square feet. The maximum aggregate disturbance area for all sites for primitive buildings or primitive structures or outdoor amenities shall be 2,500 square feet. Primitive buildings, primitive structures, and similar outdoor amenities are intended to serve as an accessory use to the school and are not intended for use on a daily basis. 2) A pedestrian connection shall be provided from the site to TMP 76-17. The design and location of the pedestrian path shall be finalized during the site plan process. 3) Area depicted as Right —of —Way reservation area shall be reserved for future dedication upon demand by the County of Albemarle or the Virginia Department of Transportation. 4) A minimum of 25% of the school campus site, as shown on sheet C5, shall be delineated as open space. t _SHIM ;I .tr, --. _ R19.. (Jf W_ Fi s}erv�tiQn.: .. _ , •�.. . f Sch ouff r . �... e..,Aree.: f`..^.-ti- LAND PLANNING PROJECT MANAGEMENT 17 912E. HIGH ST. 434.227.5140 CHARLQTTESVILLEVA, 22902 JUSTIN9SHIMP•ENGINEERING.COM � 1 1 1. APAroxlmate : t j ,• "�-, „,;� �.:�! , ! lln ress(E ress . 1 .g. g. �_- ;: •:�.� :'',,,`'�'•� School _ Recreation 1 1 1. 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The deal n rocedure described In th stuns ech n P J g 9 P { ) d l I do cod " dure should be utilized Handbook provides deleted information for analyzing most cannon instal a n n 11m0n8. Ttnis prose for projed specfic designs. The two common carer height concerns are minimum cover in areas exposed to vehicular traffic and maximum cover heights. Ether may be considered'worst case' scenario from a boding perspective, depending on the project ccndilions. Minimum Cover in Traffic Applications Pipe diameters from 4- through 48-Inch (100-1200 mm) Installed In traffic areas (AASHTO H-25 or HS25loads) must have at least one foot (0.3m) of cover over the pipe crown, while 60-inch (15W mm) pipe must have at least 24 inches (0.6m) of cover. The backfill envel must be constructed in accordance with the lnstalbiibn section Section 5 of the Drain Handbook and the requirements of ASTM D2321. The backfill envelope must be of the type and compaction listed in Appends A 5, b I r n I 11m I m Ta le A 5-?A of the ora(rm e H ndbook. In Ta I t low this conditiam s mess ted a C ass alerts ce d fo 9 a b e be ep by Pa4te st ila strain th at sl' htl lower levels of corn action. 90% standard Procmr dermal altho oilmen materiel can movie m r tY, ugh B g Y P P Structural baddil material should extend io the crown of the pipe; the remaining cover should be appropriate for the installation and ass ifted b the des' n en irreer. If settiemerd or rutiin is a w ncern it ma be ro 'ate to extend the structural Pce Y 19 9 9 , Y atxP Pn backlill to grade. Where pavement Is Involved, sub -base material can be considered in the mWmum burial depth While rigid pavements cam 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 Some examples of wtrat may need to be considered are temporary heavy equipment, construct cn loading , paving equipment and similar loads that are less than the design load, the potential of pipe flotatlon, and the typo of surface treatment which will be installed over the pipe zone. Please note UATabie 1 and 3 are based on the Installation of NA2 and MEGA GREEN (per ASTM F2648) pipe under pavement using a uniform backfill type and compaction level, as depicted in Figure 1, Table 1 Minimum Cover Requirements for N-120and MEGAIGREENTM Pipes (per ASTM F2648) with AASHTO H-25 or HS-25 Load Inside Olemeter,mD, inctxa mm Mlnlmum Corer fog ro 4 (100)-4a (1200) 1 (0.3) 60 (1600) 2 (0.6) Note: Unlrnurn covers presented here were calculated assuniMg Class If backYi matoitel compacted to PO% s&wdard Proctur density around the pipe and structural bacON to the crown of the pipe, as recommended in Section 5 oftho Drainage Handbook, wldm an additional tayarof compacted traffic lane subbase fare total cover as required. In shallow traffic installations, especially where pavement isinvoNed, a good quality compacted material to grade is required topravent surface settlement and ratting. 41AITRU"EAMBLYn. HILLIARD,0H43026 (M)021-S110 uww.zdwp:.cam I 1 ATN2.02 ® ADS 2020 HDPE PIPE COVER NOTES C10 NTS 535 530 525 520 515 510 12+085 . ) K (,- k�< k(., tl; `:11I may, " r '.. '. T i-., 'i �4i a f fit:14. "�_ r n i ) i y. z .+�.; �., .x.. s Maximum Cover Wall thrust generally governs the maximum cover a pipe can withstand and conservative maximum cover Heights will result when using the information presented in the Sh,ctures section (Section 2) of the Drainage Handbodr. Tire maximum burial depth is highly influenced by the type of backfill and level of compaction around the pipe. General maximum cover limits for N-12 and MEGA GREEN (parASTM F2648) pipe are shown in Table 3 for a variety of backfrll condititrns. rd i ASTM D2321 and the lnsWa6on section Section 5 of Table 3 ores developed assuming pipe is installed in acco ante w th ( } the Drainage Handbook. Additionally, the calculations assume no hydrostatic load around the pipe, incorporate the maximum safety factors represented In Structures section of the Drainage Handbook, use material properties consistent with the expected performance characteristics for N-12 and MEGA GREEN (perASTM F2648) materials as shown in Table 2 below, and assume the native soil (tn-situ) is of adequale strength and is suitable for installation. For applications requiring fill heights a drostatic ressure ue io roundwater is resent contact an ADS en inee " greater th n those shown in Table 3 ar where by p d g p g mg representative. Figure 1 ADS N-12 and MEGAGREEN (perASTM F2848) Trench Detail Under Pavement - i :� f G aid 1 �- rt` Ki.�p,�_t�A• ,� ` 61tid•�t}FLBit,IT�. 'R1lQIC11PA�+E411?Ldlt# FLEXI.OGEP�lEA1EfiT,,lfi �. a I�n)Ai ;(tAIF11:i.l fir, T ; ' - a ;, yx '��ttK001i€ ' M- •ram__ _:. z�,��- 9A Hitt.. x ' 6''t F r 4'#>tl+zriYF4i ��:8€DaW; 4NW_ J1110 gym-: W0ntlt)IPIFA _. t V orAmmfft 4140"11 i'1P'1'-$ 1?0 11q,=134Gtv41QF�P, �gt1N fk{t tl6Flkvtftiiit' r-fi?I NaA11tt: Table 2 ADS N-12 and MEGAGREEN (perASTM F2648) Mechanical Properties Design Compressive Cell Class Strain (%) Design Tensile initial Strain (%) Fu 50-Year E Fu E (Psi) (Psi) (Psi) (psi) ASTM D3350 424420C-4-10' 3.7 4.0 3,000 110,000 800 21,000 435420C - 12-60' 2 MAOTROE6N BUD. HiI11W.OH43026 (M)821-6T10 WW.&V9ipe.com ATN2.02 O ADS 2020 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLEVA,22902 JUSTIN@SHIMP-ENGINEERING.00141 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] FILE NO. UTILITY PROFILES a I MATCH LINE 545 c) 540 o -m— -- - --------- - X.---CRADE ------ --- ---- - - ---- --- - ---------- . ......... ........ ............. ... ............. ...... .. . ........ ---------- . .......... ... .. -------- .......... ........ . ..... . ....... -------- ---- ------- ---------- ........... ------ ------ ... .. ...... .. . .... . .. . ......... ....... . ......... ...... -------------- ............. .. ..... .... ... ... 535�� .......... ....... . ................ -------- ............ - ------ . ....... -------- of ou _0D ....... ....... . ....... .. ......... . . ......... - ----- ------- - --------- ------ ............ 525 ---------- ----- ----- ....... ............. . .... . . ----------- --- ... ... ..... ... . .... ... . .......... ... ....... ...... . ........ .. ....... . .... . ...... ........... . .... ...... ...... ------ ........ .. ...... .... ........ "UNE ffRT E IIk_Q_. 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ENGINEERING�- )� LAND PLANNING - PROJEOT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILI E VA 22902 JUSTIN@SH]NlP-ENGINEERING.COM - AV -,� - '1H o I , ,X- �, 0. � s I �_A u 11 I .s ic. * 4� 1 83 If 4/n ,*-, I "' 0 0 �,tOIVAL 'OA��' FINAL SITE DEVELOPMENT PLAN 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 FILE NO. I - 30 0 30 60 90 1 . 0 m m m � LAL-M M m m I - Graphic Scale: 1 "=30' * (,'�_,oa . , qjl�( C14 I ___j I t / I / I / / � / / / / .­� . - / / / I I I / / . I \ / I I I'll \ / / I I - I Total Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Height (ft) Canopy Total Canopy SF in 1 0 Yrs 1 ��h '�Ilj' Large Shade Tree Fagus grandifolia 14"t-1 Z' 21 20 227 #### (1�11 V__-�) Large Shade Tree Querus bicolor 2j" 9 31 299 2691 I" - �*" - '' 1� - ��; I Large Shade Tree Tilia tomentoso "Green "Green Mountain" 2j" 10 25 276 2760 .. :-­1 .. Mountain" Silver Linden 0 Screening Evergreen Cryptomeria japonica "Yoshino" Cryptomeria Yoshino 4'-5' Ht. 44 25 123 5412 0 Ornamental Tree Cornus florida Flowering Dogwood 6-7' Ht. 15 17 124 1860 0 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 13 17 124 1612 �B Ornamental Tree Prunus subhirtella Weeping Cherry 6-7' Ht. 10 15 77 770 Pendula Rosa' * Deciduous Shrub Viburnum plicaturn Snowball Viburnum 24;1-3610 9 8 50 450 @ Deciduous Shrub Buddleia davidii Butterfly Bush 24'p-,363$ 6 7 . 16 96 0 Broadleaved Evergreen Shrub . llex glabra Inkberry Holly 24"-36j) 57 6 23 1311 0 Broadleaved Evergreen Shrub Cotoneaster divaricatus Cotoneaster 24))-3611 45 6 22 990 ,it t , 1�1 , . �. Ili , It Itt titlIl ,qLow Maintenance Ground Cover, Wildflower Seed Mix I I I TOTAL SITE CANOPY1 17952 1 1 NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopyl I *11� .. - . / . . . . . ... .. . 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 2290-9 JUSTIN @SHIMP-ENGINEERING.COM I - p, TH C� ,, 1,, 1P %A I S �.A i .S �> 11C. .45183 (f V/n I I , � 1,��Ao: FINAL SITE DEVELOPMENT PLAN 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 [ACSA] FILE NO. LANDSCAPE PLAN 18.020 1 `01,1,�I,q C15 LANDSCAPE SCHEDULE - Total -Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Height (ft) Canopy Total Canopy SF in 10 Yrs ° a o ' Large Shade Tree Fagus grandifolia American Beech 1 z"-1 3;? 21 20 227 #### Large Shade Tree Querus bicolor Swamp White Oak 22" 9 31 299 2691 Large Shade Tree g Tilia tomentosa „ "Green Mountain" 1» 22 10 25 276 2760 Green Mountain Silver Linden Screening Evergreen Cryptomeria japonica Cryptomeria Yoshino 4 —5, Ht. 44 25 123 5412 Yoshino Ornamental 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 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 + 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 LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA: 832,432 SF SITE AREA: 832,432 SF x 10% = 83,243 SF CANOPY REQUIRED: 83,243.2 SF CANOPY PROVIDED: 22,719 SF ACADEMIC WOODS AREA: +260,924 SF 283,643 SF PROVIDED - STREET TREES (32.7.9.5): LARGE SHADE TREES (1"-1 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): LARGE SHADE TREES (1"-1j" MIN. CAL.) 95 PARKING SPACES (95/10 = 9.5) REQUIRED: 10 LARGE SHADE TREES PROVIDED: 19 LARGE SHADE TREES 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 Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1992 3.38 1. "The'fullory lie iits slid lie shown on fh Jan: ❑ Trees to be saved; SET SHRUB PLUMB. TOP OF ROOTBALL FENC NC AND A RMORINC Ell Limits of clearing (outside dripline of trees to be saved); SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS SHALL NOT BE MORE THAN 1" ABOVE El Location and type of protective fencing; AS SPECIFIED IN PLANT LIST OR AS SHOWN. FINISHED GRADE ❑ Grade ollanges requiring tree wells or walls; ADJUST SPACING AS NECESSARY OR ❑ Proposed trenching or tunneling beyond the limits of clearing. DIRECTED BY LANDSCAPE ARCHITECECT.. O �Q .4 pQ Q REMOVE BURLAP FROM TOP 1/3 Q 2. OF ROOTBALL `Ie .� �•. Q� d Ell All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. MULCH 2" DEEP IMMEDIATELY �Q n c 3" TALL WATERING BERM AFTER PLANTING AND WATER p D 3. Pre -Construction Conference; THOROUGHLY. Q P 0 Tree reservation and rotection measures shall be reviewed with the contractor on site. FINISHED GRADE DRIP LINE I I P 1? PLANTING PIT. Da 4. c er ' i,.R$:IILon AAtI storage: - PREPARED SOIL FOR SHRUBS _! Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees 1'/2'�3ACl;'•'. ! I U) I I to be saved, SOIL SURFACE ROUGHENED Q SNOW FENCE I 5. Sit111+1rtssion end S#ormwstter )l�tenkian Devices; TO BIND NEWSOIL I' II-. > Such devices shall not adversely affect trees to be saved. ..I 11; : -=1 ! 111;:=I ! I;---i 1 I. I_I 6. Fires 1 SHRUB PLANTING DETAIL I 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. ( ( 7. Toxic 1VIaferiuly;. C16 Not To Seale Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. t� 130ARD FENCE AdM 8. Protectivetendgg: SET TRUNK PLUMB. SEE PLANS FOR fox`frees to be retained within 40 feet of.a ro sed building or grading activity shall be rote0ed b fencing. EXACT LAYOUT AND SPACING, I CORD FENCE P Po g fir fi y p Y & Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or. construction. PLASTIC FENCE 9. 'Tree Wells• C ❑ R R E C T METHODS OF TREE FENCING ❑ 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. ARBOR TIES, OR SIMILAR 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 1-1/2" SQ. OAK STAKES 1' �� I I submitted for approval. SET 180 DEGREES APART 12, ' k4mehing and Una dimm ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling FINISHED GRADE under a large tree shall W considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTFD EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE ' REQUIREMENTS, PLA SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL C16 Not To Scale 0 I i� go . CORRECT TRUNK ARMORING x�►l . TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 111- 401 TREE PROTECTION FENCING 12. 4un' Ell Protective fencing shall be the last items removed during the final cleanup. 13. 'DAiagged,Txces- fd Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. ` IT IS TAB AEYi1>I;(iT' .0 I O NSI�U,.11'V TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 5/1/06 Pagel of 1 CONSERVATION PLAN CHECKLIST HIMP ENGINEERIN )2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.27.5140 CHARLOTTESVILLEVA, 22902 JUSTIN9SHIMP•ENGINEERING.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 [ACSA] 2022.01.21 [ACSA] 2022,03.07 2022.04.04 [ACSA] FILE NO. :1 1 LANDSCAPE DETAILS C16 Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number Lamps Lumens Per Lamp Light Loss Factor Wattage F-1 A 12 BEGA Converted by LUMCat V 10.06.2015/H.R. 99523 LED 92) 1 Absolute 1 106 El4W 99523—BEGA IES.IES 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. RIGHT OF WAY LINE LED pole -top luminaires - Asymmetrical light distribution Application LED pole -top luminaire with asymmetrical light distribution designed for the illumination of parking areas and roadways. Tool -less entry with hinged door for ease of maintenance. Provided with slip fitter to fit 3" O.D. poles. Materials Luminaire housing and pole fitter constructed of die-cast marine grade, copper free (50.3% copper content) A360.0 aluminum alloy Clear safety glass with anti -reflective coating for increased transmission Reflector made of pure anodized aluminum Silicone applied robotically to casting, plasma treated for increased adhesion High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for wet locations Protection class IP66 Weight: 19.0 lbs. EPA (Effective projection area): 0.75 sq. ft. Electrical Operating voltage 120-277VAC Minimum start temperature -30° C LED module wattage 92AW System wattage 106.0 W Controllability 0-10V dimmable Color rendering index Re> 80 Luminaire lumens 9,454 lumens (3000K) Lifetime at Ta=15°C > 500,000 h (L70) Lifetime at Ta=350C 308,000 h (L70) LED color temperature 4000K - Product number + K4 3600K - Product number + K35 3000K - Product number + K3 2700K - Product number + K27 BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish All BEGA standard finishes are matte, textured polyester powder coat with minimum 3 mil thickness. Available colors Black (BLK) White (WHT) RAL: Bronze (BRZ) Silver (SLV) CUS: r dtrtS�.F%)i?S►$fT� . ft lei k :# ,,......4 LED A e c 99523 92AW 13Ya 3 26 Recommended for use with 30' to .35' poles BEGA Type: BEGA Product: 99523K3 Project: Modified: Available Accessories IMS-1-2 Internal motion sensor - 8' rnouting height IMS-L3 Internal motion sensor - 20' rnouting height IMS-L4 Internal motion sensor - 40' rnouting height narrow IMS-1_7 Internal motion sensor - 40' mouting height wide FSIR-100 Configuration tool See individual accessory spec sheet for details. BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info@bega-us.com Due to me dynamic nature of fighting products and the associated technologiea, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical date, pteese rel•r to bega-ua.cotn copldght BEGA 2018 - Updalad 01/17119 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.997.6140 CHARLOTTESVILLE VA, 22902 JUSTINI�SHIMP-ENGINEERING.COhI * T1j' Q UJ S > C. Q. 4 183 S�OIYAL V, 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 [AGSA] 2022.01.21 [AGSA] 2022.03.07 2022.04.04 [AGSA] FILE NO. 18.020 LIGHTING PLAN .0 •0 GraphicScale: �� ullrlaC17 Regents School Of Charlottesville Atheltic Field Chadon-ille,VA Cii'"�l'iiin•`ar'x?>s>;�a'v,:::`.S`...''s':eF;x:rr:>M�:�.;><':;; Light Level Summary / T � } prepedy Uno HodzonA 0.03 D D.45 D.M A 20 Properly Uno Ma CandeW (by Muxw) 41d 0 0333 o.00 A 20 property Lire 5xc«Cp10 Wax Vertical ltluminaoce MCt(io rlalzo'm Wl inaoce 0.9 0 0 0.68 DIM A_ 20 a 0.01 D.UU A 20 Soaw Spit Mw. Candela Metric_...__,... _ 152� _ 0 907 0.00 A 20 5cacr 4111 Wax Vert wl Umiawn Mchb 0 0 D.02 D.00 A 20 Succ« Hi-1.1 lllumin- 33.6 29 37 1.27 t.te A 20 ENGINEERED DESIGN By: Brayton Carter • File #200947A • 03-Sep-20 SCALE IN FEET.t : t20 - - x.;gs,tr{r11 !8ananslon;e;mu;d an.ar�rri a:a ;•rr: a lz� tie. ENGINEERED DESIGN By: Brayton Carter • File #200947A • 03-Sep-20 A r _ I UP e Make.it Nappen� Not to M mpmdrsd In at. W «rvi Wlhaulftemitbn wnaamor Muata SyoNr Lhl'0�8. tL"G OI�1, 2tQ0 4twoo sPora UetR,p,, LLC. Regents School Dt Chadottesmllle Athehic Field Ch2r(ottewille,VA + •' E !.. property Lena 33.0 aabovegrede wn� 1 Endm erw lAar )r4yP° 0.45 kq ql Fn(plal. 120 20 A taYt4 ` mis kw GuanM"d PelNrrnance: The IU.UMMAT10Ndescdbe4 above Is guaranteed per your Murco Warranty document Fluid Measwemente IndtAdwl dell measurerrenUi mayyary from mmputrrtabrlatrd predkilaroand should hetaken Inazcudance tth IESNARP-6-15. Eleddtal 4r4tem RequVementU Refer to Amprrage Draw Chart artdlor the "Murco control 5y.Um sunmary' for eled lcal sizing. W 9.113tbn Requiremerdr: Rewlts asalme 13% n«ninal voltage et line side d tiro drivrr and rlmctwes located within 3 feet (1m1 of d.1p" btaticns. "MAOen Ndb Ib mA-UdBr afiob«PM a*1.t a Md...m-ntor aluatc spar¢ L'am+'d L3.C. 01691, = tArAo Spore Ugmtp U-Q . ... I I . Regents School Ot Chariottesmllta AthWilc Field .""Mx.. z. ChadedesNNe,VA ary VXAmh al{ E EYArxM NHraiY i +a 1 Iett erl� - axp .1 n .. V. $t ,d ib. 71y t1GtdMRI 1 - S %'.. __d.. p + iU mc-uulwu r 3 1 U _ . �fljar.7 300 s 160' St.. ......_.. ....... .... .. .., .. <. .. .. .... ..._... ... __ .. _.....__ _.... _... . _...... __..... .......: ':"" _-,.._.. _.... ....... .... .,. :` Ns3t 3.0'ahv grade 3 ' Gwrardeed ➢arfumanta: Tha1LLUMINAttON daecrihed ahuw is guararrfeed per your Mu�ar Wamanry dacumentaM (ndudp a 0.95 dirt depraua0on lector. Field MaawwmerrU: IrtdiHduat field measuromenU may wiry from t«nWfercalculated pradlctlons and should be taken in actorclance with IESNA RP645. Etechical Syetam Nequlremard� Refer toAmperoga + _ Ora artand/orthe"fvWrm Constd sryt¢msummary" - j - �'� ',I...- for electdcal dztrtd. I trads.Ita6uu kequinmmbc R.WU assume t 3x y;, '" mndralvdta� m tmeddu of the drrvcr and nrucsures 1 bated within 3 feet11m) of dedgn laasb:s. ,361 fi 3 r .p .. - -}lit 34. 35: 36 115. 4S0 z0?! ;0 Eff .,-..ems,.................-.,� �...•.--..� f .+.�. _ _ +.:r.•._-+-...-:.-.» .. .. 41 ..., ., .'..'p.. SCALE IN FEET 1.: 8q, hRDaJr,+daal°dat-.fpY � .,... Li dersac1.. !$e oiuto+.pa d3aG_w} ) e Make It �Ia erg { ENGINEERED DESIGN By: Brayton Carter -File #200947A•03-Sep-20 a Nolb berarrpdumdhxtiolaor wdwu,vlm wtiaymmrrtot Nuara spatalgytad.Ltc.o+ea+,zSZDNuacosp«laL4pan0,tlr. SCALE IN FEET 1 : 200 m tom -viol ENGINEERED DESIGN By: Brayton Carter • File #200947A • 03-Sep-20 }�tgw,unanj0' �$alyre0danrma H,4a.y ko oA 2.4ia+N+hy ' Regents School (A Charlottw0le Atheltfc Fluid :. Charfottewule,VA � spa INCLUDES: •so¢er Elear)tal Synem RequBemantr.. Refer to Amperage Draw Chart and/ortM"J)A wCQrNd6y9em5umrnuiW for eIectd.1 slain$. IrAta ladon Hequlrar m*u Rnub araume t 3% mMrul yoitagc atlfneside of the ddver and Aruclwes boated wlihln 3 feet (im) of design locations a �g Makl�. It �apAe[t� Notblbrtp•duped hwW. or part vdt.A lM urt-­iofN- Zpods LV". LLD. 0106%2020 Mua spode LjYft L1C HIM ENGINEERIN )2 LAND PLANNING - PROJEGT MANAGEMENT 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLEVA, 22902 JUSTIN9eSHIMP-ENGINEERING.COM 0 UJ S ic. 4, 183 sr©rvAL ��� 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] FILE NO. LIGHTING PLAN TPta1 Ltght ton}rQ1. TLrr Eti 12tlp i uminaRe i 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 painted Wind speed rating (aiming only) 150 mi/h (67 m/s) UL, IEC ambient temperature 50°C (122°F) rating, luminaire Photometric Characteristics Projected lumen maintenance per IES TM-21-11 25.00 in _L90 (13.Sk) ^- -� _._---._____._-_--_- ------.___._. � ------ h_. (s35 mm} L$0 (13,5k) >81,000 h L70 (13.5k) >81,000 h CIE correlated color temperatureT ' —�� 5700 K ® Color rendering index (CRI) 75 typ, 70 min - 19.00 in t93mm} Lumens'136,000 Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminaire. 26.00 in i (660 mm) ; I 24.00 in (61 U mm) 0000 U.S.andforelgnpatent(s)issued and pending • *2o19MuscoSports Ughting,LLC - TLC-LED-12005700K75CRI - M-2943-en04-3 USCM 1 Luminaire Data Weight (luminaire) _ ,___...._._ .... _,........__._ _. _ __. 40 lb (18 kg) _...._.___.__.__._..... _......_ _......:.. -_ -- -= r -� UL listing number E338094 UL listed for USA / Canada UU 598 CSA-C22.2 }) �I No.250.0 _........._.._...._ _,... .._ �a _.__..,........_....._..,..:...._._ .._.,. .... CE Declaration LVD, EMC, ROHS l Ingress protection, luminaire IP65 X Material and finish Aluminum, powder -coat painted Wind speed rating (aiming only) ___._. _,.__...._ ....... ......._- .... ......... _ ..-.._ 150 mi/h (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 h L80 (13.5k) >81,000 h 20.00 in L70 (13.5k) >81,000 h CIE correlated color temperature 5700 K Color rendering index (CRI) 75 typ, 70 min Lumens' 89,600 12.00 in Footnotes: (305 mm) 1) Incorporates appropriate dirt depreciation factor for life of luminaire. 21.50 in (546 mm) 26.00 in r (660 mm) Driver Data Electrical Data Rated wattage' Per driver 1170 W y 1170 W _ of Number of luminaires per driverM—_ 1 (inrush) currentM�-__ <40 A, 256 µs -Starting Fuse rating _ — u 15 A UL, IEC ambient temperature rating, 500C (1220F) electrical components enclosure Ingress protection, electrical IP54 components enclosure .__..__�..�.__..,_.� w _....w..._w�..._..... ......_...W... �.. _ 95% , _Efficiency Dimming mode ^ aptional .... _.14 Range_, energy consumption -100% Range, light output 19-1.00°!0 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 Q-curve circuit breakers, 2. See Musco Control System Summary for circuit information. Typical Wiring Surget protection ------------ Controller i L1 Disconnect t_ (it present) Fuse Driver - I o - Luminaire L2` Fuse * If L2 (cam) is neutral then not switched or fused. t Not present if indoor installation. US. and foreign patent(s) issued and pending • 8+2019 Musco Sports Lighting, LLC • TLC-LED-1200 570OK 75 CRI • M-2943-en04-3 "Usco. 2 Driver Data Electrical Data Rated wattage' Per driver .r 890 W luminaire � _ w. - -��-'._.._._.___.,...._.....�....-w-_.._ 890 W `^Tn�Per Number of luminaires per driver 1 4Starting (inrush) current„<40 A, 256 µs Fuserating�,^,_..._._.._._.._.._._.___..__....._.___....__.._.__...._..._._.__-15 A UL, IEC ambient temperature rating,-........r.. 5WC (122°F) electrical components enclosure Ingress protection, electrical _M- IP54 components enclosure Efficiency __.___..�.W� .._..._.�...wW.._...�..�...:. � 95_%_ Dimming mode optional MRange, energy consumption- - � ,�..�.,..�.._r..w.�..n,�..,,.._..........�.,.,...,..r�..30 ..,.....,,Range, � 25 --100% light output -100°!oM 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 Control System Summary for circuit information. Typical Wiring Surget protection ; Controller L1 Dlsc�a�4ctFuse - - }present}Driver r 1--_ Luminaire L2'` � Fuse * If L2 (cam) is neutral then not switched or fused. t Not present if indoor installation. ..FiW.vn•i--nitje�p l!'.Il.r.4x.f,e:a�:rvN.Ml..r.J n ,770gg `fig,,-� Y .. '?O{UtiOR'rCP Lt9fi t9 7atatiigtitControl'#1GlEti98pTLCRGBGI"andY#CTYJLumxnxtres HIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN so 0 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 (AGSA] 2022.01.21 [ACSA] 2022.03.07 2022.04.04 [ACSA] FILE NO. LIGHTING DETAILS 18.020 V.S. and foreign patent(s) issued and pending - 002018 Musco sports Lighting, LLC - TLC-LED-900 5700K 75 CRI • M-2628-en04-4 C �` U.S, and foreign patent(s) issued and pending • 0201$ Musco Sports Lighting, LLC • RC -LED -WO 5700K 75 CRI • ht-2628-en04-1 M c� a 1 2 C19 4" � " RADIUS a- 11 r -a SURFI MAX. a -A BASE v- �Ap� ..4 A SEE DOTE 4 .A • ..m id •.d'.A �I . .:si ••:a • L - A _--A 81. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED R 6® SURFACE BASE NOTES: t THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, co)j BETE To BE CLASS As IF CAST IN PLACE, 4000 PSI IF PRECAST. E�� p� E 3. FACE OHfA) 1fN�LiU EAR FOR AS RAiXAISCt1RBNG 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" � ERTMIXT BO�TT OF CURB 37�j� L1 C1 gEPTH? TH THE TOP OF A COU OF THE P T SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PIECE BID IS TO BE MADE FOR A DECREASE OR AN ]INCREASE IN DEPTH. 5 (CMG 2 ISS TO BE USED OH R Y$ I�G THE APPENDIX ATOF THE V007 RO N ( DUAL. SPECFICATION RT�Er+ Ice STANDARD 6" CURB102 V#ROM DEPARTMENT OF TRANSPORTATION REV. 9/05 15201.01 WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT Ix CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 Vz INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED Bl� 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/z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. -VCMUT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE: 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 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 0LONO FACE OF CURB) SHALL BE PAW FOR AS RADIAL COMBINATION CURB 4 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB TO THE SLOP BASES CONSTRUCTED PARALLEL AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 I$ BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A " 211 R OF THE VDOT ROAD DESIGN MANUAL. i p A P ♦ ♦ • . 7- a a • a ♦ 6" I 21-Or THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 105nk;t_ COMBINATION W" CURB & GUTTER 502 VIRGM DEPARTMENT OF TRANSPORTATION 3 AUTOTU R N EXHIBIT C20 SCALE: 1 "=30' 4 PRIMITIVE TRAIL DETAIL C20 j SCALE: 1 "=5' THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MMMUM DEPTH OF 7" IS MAINTAINED, CTAKMADn DI IC—dn 5' PRIMITIVE TRAIL LCH, DUST V. 9/06 201.03 DI-3A, 36, 3C GYDA"Iz1nAI AnINT , r � i - r i ���wwwwwwwwwwwwwwwwwwwwwwwwwwww■ IIr•r■wwwwww■r�,■riri�•rwwwwwwr■wwwww�■w■ • � • �Ir//��r���r•�/��r��r��������r/��1 ray iuwrr�•��rr�rN�r■atw�rr�r�rlr■rrrr�r���rrrl��Irrrn criruy..rr.������.wi■•�wwr■rurwr■Irwwwr■ww�rw�wwi �r r�1• �� <.. 1_ � b I it BAR F BAR A NOTE 5 iv II 11 BARS D FACE OF CURB 8.. 2'-8" I g- 41CR C�K CONTROL JOINT GUTTER CRACK CONTROL JOINT 4'-0- t'`"• 1 2'-0" WI 61 MIN, PLAN i MIN SECTION A -A 1;11-A 10' MAX' r KEYED CONST. JOINT L-VARIABLE - MAX. 20' 10" „ 2" WARPED L- 2=0 JS' N 2`-6" g' 3, 0" GUTTER Z 2" BARS A APPROACH GUTTER BORS G I I • •0 i BARS F BA2S E B <v oO I *3" DIAMETER BARS E BARS B I WEEP HOLE FRONT ELEVATION BARS F — — — — — — (GUTTER REMOVED) 111A, 3'.0" L75X'/4" BE PLATE SECTION B-B PTYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & 00-7 STANDARDS. R L2'/2'X2'fi'X'/'i' GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS, TYPE A TYPE B %2X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°301 TO ANGLE IRON AT 21C-C, CONNECTORS AND IS TO BE ANCHORED WITH '/2' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR.PAVEMENT [li-3ADI-3B L DI-3C L `-`: •:.: WARPED PAVEMENT 7 _17 - t •FLOW FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT STANDARD CURD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET I OF 2 REVISION DATE 12" - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 704.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 (OO o00000000o00000Q �o 1.5" OF SM-9.5A --- 2" OF BM-25 — 6" - VDOT #21A BASESTONE — COMPACTED SUBGRADE ON -SITE PAVEMENT SECTION Not To Scale 6" — 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. �0OQO0O0O0O0O0 0OQ n 4" COMPACTED VDOT #21A —III—III—III—i I I —I I I �_ COMPACTED SUBGRADE TO BE FIELD VERIFIED FIXIO L:RIM. ro x 6" Bollard 4" x 4" Wooden Post 4 A 6" Wooden ` Fence Board p ♦ p :' £A. • 2„ x 4" Rail (tYP) ►Al 4" x 4" Steel Columns for Gates P •° ♦A P A ♦� 4" x 6" Treated Wooden • ' g = • ' " Gate finish to match buildings A ; A a • 'A . '• - P A. 'A. GGNCRE E PA,Q- 10'x1.8'.� V.A GONLRE'�E PAID. ►• .A �0'x1.8'', .� 'Wooden ance Board I' Steel Columns for Gates x 66" Treated Wooden irMallt6, latch buildings crete Pad 2 DUMPSTER PAD DETAIL C20 Not To Scale HIM ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLEVA,22902 _ JUSTIN@SHIMP•ENGINEERING.COM TH OP �l Q UJ S ic. 45183 O �s'• S'rCiNAL �� 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 FILE NO. �1 SITE DETAILS �`0 NIC�aa �T C20. Page 6H-48 September 2019 September 2019 Page 6H-49 Page 61-1-14 September 2019 Lane Closure Operation with Temporaq Traffic Barrier 1 O E ES 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 pall off the roadway (see Figure TTC-6). 3. S.>. �. \. R'..r}5:.�.....n».<n..riM.A1.:.''.ft'.:..r.,,2...ri...>.00...v......^..,.,. < -.......Id...,.>.fusi.R,Y:..T.'.tiif2.,d.ih�T.•C+..�4R:a.¢..,....v�tia,.>�,<,iir��.w uhi� xuf,ttLt;1s 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 emergencyFull-off area should be provided per Section 6G.18 and Temporary Traffic Control Figure TT'C-8. Standard: 6. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 7. Croup 2 channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing 5peecl Irlrhit Speed Limit ;,: 1 Spe Limit ed c "Lp at1Q • k cation Lo(Anpb) (mph) �l;gcatrou $ aczln p 0 r (Knphj t �Pac�n Spacing 4 35 36 0 -36 1 36 + 1 Cr an < ` 2t1" 4fi? Travelwa 40' 8000gi}prt ccas 0' ;IZ ` Construction access spacing may be increased to this distance, but shall not exceed one access per % mile. 9. See Table 6H-6 for barrier transition flare ratO When the barrier transition flare, is on a horizontal alignment, the total offset shall be prorated around the curve in lien 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 11 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 Hashing lilit rSl t ` l ihl rs Da her " tj ..:: , 1 f I d? rt "ff d s a roxirnatel 24 inches u from the roadway surface. Guidance: 12. Eradication of.'existing pavement markings should be as shown in Figure TTC-55. O tp ion: 13. The barrier shown in this typical application is an example of one method that may be used to close a shoulder amy on a. lon -t2 enn pr> oject. 14.antYrtisr 1herr:urnlsiba`i1fnsttll:litrrFirriYtatrclt,zrnetSie>Etr,6u_ettJcthiP 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 1: Revision 1- 411/2015 2: Revision 2 - 9/1/20.19 Stationary Operation on a Shoulder Lane Closure Operation with Tennporary Traffic Barrier r BEGINNING Al ANGLE BREAK OF BARRIER SEE NOT.I 1( R4-�VTL 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 .SHA. D:C?W. VERICLE Page 6H-15 ILLUMINATED:. FLASHING AMB.�,R (QAUTIOK MQDE) wa�:� TY ?.E 0 001b, Or= nrrl-re: 0, Page 6H-54 BARRIER DELINEATOR 0.�'' T.YPF R - BARRIERRANELS a9mm9mm BARRIER. DELINEATOR GROUP_2 CHANNELIZING DEVICES �,, Typical Traffic Control Lune Closure on a Two -Lane Roadway Using Fluggerss NOTE Typical Traffic Control Stationary Operation on a Shoulder 44 NOTES Standard 1. For long-term stationary work (more. than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD W20-1 RIGHT SHOULDER CLOSED AHEAD W2 -5blkRIGHT SHOULDER CLOSED (W21-5a k)% even though only one shoulder is being closed. -For operations less than 3 clays in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 130W--I500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the ported .speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 rnph or less. Option: 3. The SHOULDER WORK. (W21-5) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and Channelizing devices may be eliminated if a vehicle with activated hi> h-intensity amber rotating, flashing, orr oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, orr 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 Len tg h L Speed Lane Width Feet Speed Lane Width Feet Limit 10 11 12 Remarks Limit 9 10 11 12 Remarks m h (mph) 2.5 06. 1a6 115 t26... .. ��tit160;t 30 1 136 150 165 180 L-SV/60 55 495 550 605 660 L= SW 35 85.., F.:Or�...::25 .1::...24 ;;r l?W/rite : 64 w.?40 • 6.Q(1 r 66t1 , 7,t1 < L_.8!::.. 40 1 240 270 295 320 L=S2VV/60 65 585 650 715 780 L-SW OIOa' ..�..p<jili' !0. Y'�(( 1FQQti` rrter�ct t a ���(! pul?ilt! �PF:X setx ��h� Shoulder Taper = %, L Minimum 7. Channelizin2 device saac1n2 shall be at the following: Channelizing Device Spacing 1_ccatrn $peed l.irhi Speed Limit ',ped I,IIt ' Eph Location (mph) L,orbtroJn Spacrd (m hj :peeing Spacing + +. . _.:Tran�ttiorrt ....:.. 2Q :: < . 40.:.� Travelwa 40 ,.. _; � .�0? , �?...>..I✓ .9..� ...$�1::.;, . �i�Q,. �-=. *Construction access spacing may be increased to this distance, but shall not exceed one access per!/4 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 6H-3 on Page 6H-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 - 9/1/2019 September 2019 Guidance: 1. Sign spacing distance should be 35W--500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of'the work zone to insane maximum possible sight distance in advance of theflagger station and transition, based on the posted speed limit and at least equal to or greater thann the values in Table 6.Fl--3. Generallyspeaking motorists should have a clear line ofsightfrom the graphicflagger symbol sign to theflagger. 91 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 6H-6,1 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. Amay be required in this area to give advance warning of the operation ahead by slowing_ approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. If the queue of'traf fic 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 it formation 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 users approaching from both directions, a single flagger, positioned to be visible to road users approaching from both directions, may be used see Chapter 6E), Standard:' l4.>#, three portable temporary rumble (PT.RS) strips shall be installed across the entire travel lane adjacent 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- 4/1/2015 2: Revision 2 - 9/1/2019 September 2019 Maintenance of Traffic: TTC 23.2 to be used during entrance installation. TTC 23.2 with traffic barriers from TTC 20.2 to be used for regrading of Reservior Road. For should widening, use TTC 4.2. Lane Closure on a Two -Lane Roadway Using Flaggers =12 1: Revision 1- 411/201.5 2: Revision 2 - 9/1/2019 Page 6H-55 W20-7 � � u 1>% � �l p W20-1 SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.27.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM UJ .S Y ic. . 45 183 of a `yroNALG 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] FILE NO. MAINTENANCE OF TRAFFIC C 21 r t t ` t / t N/F DAVID HARLOW D.B. 2690, PG. 154 j I t TM 75-61 \ r ZONE: Rl RESIUENTI" t / USE SINGLE FAMILY R� NTIAL 't IICl/F j / RiCHARU SHRUti4 D.B. 2678, PG. 194 TM t / ZONE: Ri RESIDENTIAL 11 / • USE: SINGLE FAMILY RESIDENTIAL 1 �.1'ti I t' / r TON DINH t L ^ t p,B• 4415, PG. 7 1 r TM 75-61a 1 ZOCJE: R1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL m 1 jd t d N/F 1 CECIL JOHNSON D.B. 936, PG. 722 -fm 76-14 ZONE: R1 RESIDENTIAL d USE: SINGLE FAMILY RESIDENTIAL G 269 ` DB 5658 P n I .' v lit \ � moo\ � `•-�\ f � \ �) •.•� .� ®°0 e � �� fie► ' •• . � .",� ., ,� `•ate ,�, � t� � •o AREA OF FUTURE SCHOOL EXPANSION 1 t UNIVERSITY OF VIRGINIA FOUNDATION t t D.C. 4170, PG. 689 TIYI 76-138 ZONE: RI RESIDENTIAL t USE: SINGLE FAMILY RESIDENTIAL d N 45 02'44" E REGENTS SCHOOL SITE S \ ;v NOTE: SANITARY LATERAL CONNECTIONS TO BE ADJUSTED AS ON -SITE PLUMBING IS TO BE DETERMINED NEW 60" DIA. PUMP STATION TO SERVE REGENTS SCHOOL 0 -F 'ram NEW 3" FORCE MAIN TO ACSA SANITARY SEWER SYSTEM GraphicScale: i0 SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 229022 JUSTIN@SHIMP•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 NO. =I CENTRAL SEWER OVERVIEW Ltl ide C22 .. '�....,Nu�� *�'!' .. � �At�"�1�10­ :j'::'��':��.'*' :. .. nT.,Nx.�ZA.'?,� .. . - . . --�'�.-�:* i��.�.i.'f""�ffi.:i".'..' . . . \ . ", �i���'_��'q'.'?�.��iii ��.I.,�:��,,,i.�.�,,.,�li��,i�.-i��i�., ..'X%Iw$�$�^i�" ..­'�'. . . . . . . . ::�:��::..::% .. 1, 14� %::';.��;O:;:�Q , A- \ "' I I . I . . . __1. '�:��.ii:i':',i' ii�".i�-��'�'*' �i�iN' Oi�i , " I �' I () ". . . . X 11��.v �i���i��i:j�j��i�i�i�ij��.,.��;������i���� '. . , . � __1 .1 _� . . . . . 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CONTROL PANIII—\ VRIPM PQLE 4; CWDIAT \ /__1111.11 11.117'r WONT 707 TOP 9f WT WELL ULA — 40&W CQ"ETE %NERATOR HIGH WATER ALAMA E!". - 49111f LAZ PUMIP W ELEV. — 4KZV — — — — — — LEAD PUMP W 0". - 4"14':::3 — — — — — — ALL PUMPS 'QFr DAV. - 4ft47' BUT11UM OF WET WELL ELEV. — 4MOW �jd PUMP INLET 0ZL - 4492ir TOP VIEW GowAm PAD—\ HACMV OUNIMIt PANEL­�� 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. 13--WAY) IRA= VAC INSTA= AUCN9 U50LVM LJNE 0SCHAIME LINE 540 535 530 525 520 515 510 505 500 495 490 485 480 in" HIMP ENGINEERING2- 32 LAND PLANNING - PROJIGT MANA131MI-11T 912 E. HIGH ST. 434.Z27.5140 CHARLOTTESVILLE VA, 22902 JUS-rlN@SHIMP-ENGINEERING.COM c�p u j s > '7 XrAl 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 NO. 18.020 FORCE MAIN PROFILE & SANITARY SEWER PUMP STATION DETAILS C25 ) Scale: 1 "=5' +�-q,,101��,C25 APPLICATION DATAAND CONSTRUCTION DETAILS Maximum Solid Size 3" Minimum Casing Thickness `'/,c" Casing Corrosion Allowance '/a" 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 40' C (104' F) continuous operation, 60' C (140° F) intermittent operation Power Cable -Type (See Motor Inforrnationfor AWGdata/size.) Type SHOW: single phase, 1 f1 and 2 HP Type STOW: single phase, 116- 3 HP and 5 HP, 460 V Type STOW: single phase, 3 and 5 HP, three phase 5 HP, 230 V and 7Ys 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 Single phase: on winding thermal overload protection auto reset Three phase: requires Class 10 overloads in control panel External Hardware 300 Series Stainless Steel Impel.lerType Semi -open with pump out vanes on back shroud Oil Capacity- Seal Chamber 1.5 quarts Oil Capacity- Motor Chamber IIA-5 HP single and three phase: 7 quarts 7'/2 HP threephase: 6.5 quarts Mechanical Seals - Standard Upper Carbon/Ceramic; Type 21 Lower Silicon Carbide/Silicon Carbide; Type 31 Mechanical Seals - Optional Lower I Silicon Carbide/Tungsten Carbide; Type 31 DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) 1 4" 1251 ANSI R,ANIE E KI 3.50" APPLICATIONS Three Phase: Used in a variety of residential, commercial and ° 1.5 - 7.5 HP; 200, 230,460 and 575 volts industrial applications such as: • Class 10 overload protection must be provided in • Sewage systems, Flood and Pollution Control, control panel Dewatering/Effluent, Farms, Hospitals, Trailer Courts, MOTORS Motels Fully submerged in oil -filled chamber: High grade SPECIFICATIONS turbine oil surrounds motor for more efficient heat Pump: dissipation, permanent lubrication of bearings and • Maximum solid size: 3" mechanical seal for complete protection against • Discharge size: 4', 125 # ANSI flange outside environment. • Maximum capacity: 620 GPM • Class F insulation • Maximum total head: 60 feet • Designed for Continuous Operation: Pump ratings • 300 Series stainess steel fasteners are within the motor manufacturer's recommended • 20' Power cord working limits and can be operated continuously • Standard silicon carbide/silicon carbide outer seal without damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing Motor: construction for precision positioning of parts and • Maximum ambient temperature: 10.4° F (40° C) to carry thrust loads. continuous duty, 140° F (60' C) intermittent duty Power Cable: Severe duty rated, oil and water ® Rated for continuous duty when fully submerged resistant. Epoxy seal on motor end provides ° Insulation: Class F secondary moisture barrier in case of outer • 60 Hertz jacket damage and to prevent oil wicking. 20 foot • Single row ball bearings standard with optional lengths available. • 300 Series stainless steel keyed shaft • O-ring: Assures positive sealing against Single Phase: contaminants and oil leakage. • 1.5 - 5 HP; 208 and 230 volts AGENCY LISTINGS • Built-in thermal overloads with automatic reset Tested to UL 778 and CSA 22.2 108 Standards • Built-in capacitors � � • By Canadian Standards Association MODE! AND MOTOR INFORMATION c Us File #LR38549 Order No. HP Phase Volts RPM Impeller pia. in. Maximum Amps L.R. Amps KVA Code Power Cable F.L. Motor Efficiency % Resistance Wt. (Ibs.) Start Line -Line W515.18D4M WS1512D4M WS1538D4M WS1532D4M WS1534D4M .208 1.5 1 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 3 200 11.5 40.9 H 14/4 81 NA 1.7 230 10.0 40.0 F 83 2.3 460 5.0 20.0 F 83 9.3 WS1537D4M 575 4.0 1 14.4 H 74 14.8 W51518D4 WS1512D4 WS15 88D4 WS1532D4 WS1534D4 WS1537D4 1.5 1 208 1750 6.25 1 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 2.3 460 5.0 20.0 F 83 9.3 575 4.0 14.4 H F 74 14.8 WS2018D4 WS2012D4 WS2038D4 WS2032D4 W520341)4 WS2037D4 2 1 208 1750 6.63 20.3 50.8 B 14/3 80 1.1 0.9 200 230 17.3 36.9 p 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 9.3 575 4 b 14.4 H 74 14.8 WS3018D4 3 r. �F1' 208 175 Qf) 25.5 IQZr3s �208 Iws fJs12F7�; WS3038D4 WS3032D4 .230r ;2; ..5; % i . 1: 0 'A-°(k 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 1 5 1 230 1750 7.25 26.5 57.7 A 1013 80 1.0 0.8 213 WS5038D4 WS5032D4 WS5Q34D4 3 200 19.1 73.9 F 10/4 84 NA 0.9 210 2 0 16.6 63.6 E 85 1.2 460 8.3 31.8 E 14/4 85 4 8 WS5037D4 575 6.6 22.8 E 80 7.4 WS753204230 7.573460 1750 - 7.69 23.0 105A G 1014 83... _. NA 0.7 225 WS7534D4 11.5 52.5 G 83 2.8 WS7537D4575 1 9.2 1 42.0 1 E 1 84 4.4 PAGE 2 2 PUMP SPECIFICATIONS C26 Scale: N/A Qlscharge �`(�?elrtfarma�tiQn ..:.,`. Pipe 1 3`' force main Pipe 1 Pipe length (feet) 1500 ft Pipe diameter (inches) 3 in Pipe G.-factor 120. Portion of FI.ovv. 1 Cross `sect ona,t area (feet) 0.049 ft Hydraulic rad us 0.063 ft Suction water surface elevation (A) 488.00 feet Suction:water surface elevation (B) 489.00 feet Dischargewater surface elevation 490M feet Static head (A) 2.0 feet Static head (B) 1.0 feet Wet WeII Slztng Type: Unit: C~ utyimr of Un�s: Diameter ft Volume. per foot gallons WetWorking ft Vlfet Working Volume gallons Total Storage gallons Pumping Efate gpm �b . Time to Empy minutes 1 ioo:Qo 8.0.00 40.00 20.00 0 '1 0 .5 10 15 20 25 30 35 40 45 $0 55 60 65 ' 70 75 80 85 90 95 100 105 110, 115 120 125.150 Flow (00 ri­' SYSTEM & PUMP CURVES C26 Scale: N/A $yst>em Curve - Head Lo.:ss Calculations Fl : s. t..., ....,. er. Ve14lt . rr 1 .L' [ a c p rm., as e. s?k. �Il. e T k n mica[ .a Q 4 a T r e' + f n af:[. ream c a 9p o cfs Velocity ft7s Minor Losses Pipe. Friction Max. Lifk ft Miry Lift ft Max, Lift 00 Min. Lift fftl 77 G 0 0 0 0 2.00 1.00 40 _;... 0.01 0.23 0. 0.21 2.21 1:21 ;.. 2{ �..:48., .:'..,.. „`.. 10 ..: ... ..02 0.45 0.01 a75 2,77 1.77 ! 15..::.F ....... 0.03 0.G8 0.r �: 1.80 3.63 2.83 w ....: ... .. ....... ..... .< ' 20 .::... ...% 0.04 0.91 0.06 2 72 4.70 3.7.8 25. �" 0.01 1.13 0.0.9 4.11 8.20 _. . 5.20 7.4.4 ,824 ?0 0.07 1.36 0.1.3 5.75. 7.89 8.09 .. ; ... 0.08 1.59 0.18 7.85 9. 83 8.83 40 0.09 1.P2 �.24 �.80 12.0� 11,�3 14 44 18 24 4 0.1.0 2.04 0.30 12.10 14.48 13..48 0.11 2.27 037 14.8E 17.17 0.12 2.50 0.45 17.66 20.101 1 %1. 0 0a 0.10 2 72 �.�:3 2a.74 2 .27 22= ` 85 Q.14 2.9a O,fi2 4.t�5 20.67 25;.137 32 1 ! 0 81 70 0.16 3.18 0.72 Z7.58 30.31 29.31 75 0.17 3.40 0.83 31.34 34.17 33.17 41 Q0 39 80 : 0.18. �.3 6 0..84 _35:31 3$_ 26 ........ . J i 37 .26 0d:71:., ! .,:. 0.19 3.86 1.07 39.50 42, 57 41..57 SDI 0.20 4.00 1.19 43.:91 47.10 46.10 53 55 33 01.21: 4.31 1.33 48,53 51.86 100 0.2: f 4.54 1.47 5 .38 56.83 55.83 Wet Well Qiam eter 5 ft Wet Well Height 10 ft Pump Rate 75' gpm ''Pump rate is where system curve and pump curve cross Mn active wetwell volume : 1) Mn of Imin.ute pump. rate time 2) 10 minutes pump cycle time (3 cycles/hr/pu m p Qimensions of sloped portion around. base ofwetwell (ft): height= 1.00 width = 1.00 Volume per foot of depth of wet well Depth (4) Volume (gal) 0 0 1 100 2 2:47 3 394 4 540 5 6.07 6 834 7 981 8 1128 9 1275 10 1422 PUMP STATION CALCULATIONS C26 J Scale: N/A 75 Igiallons 187.5 -Igatlons Volume of storage per ft ofheight 147. gal/fl. Inflow rate into Wet Well Qin= 26.01 gprn 0:08 cfs Discharge Flow 4utofWetWell QQut= �' 5.RO. gp 0.els, Mnimum GyQle time betvveen starts Tmin= 5 m:in Mn:.Storage Volume of Welf Vmi.n= 93.75., gat Heightto startpuinp 5,24 ft Volume storage at pump start 72q. gal Time to Start Pump from empty 25.39: min 0.42 hr Time to Empty From Start 9-65 min 0.16 hr Mnimurn cycle tithe between. starts 5.00 in 0.0.8 hr Total Qycle Time 14.65 min 0.24 hr Gycl:es per Day (12 Hours) 23.70 Qycles/12hr Cycles per hour 1.9.7 cyel/hr Ilax Cywles per hour 4.10 cyQ11h.r 1. � � ` � ...... Fd= 0..020. Hoc 0.175 It H.m irt= 4,775 11 ----------- I) Bottom of wet well 4.88.00 ft. 2) Pump Inlet 488.29 .f#' 2)AIl pumps off 468.47 ft 3) Lead pump on 49.3.2.4 ft... (Gonditiop;A) 4) Lag pump on 49:4.241t (Cand'ikgn B) 5) High Water Alarm 4. 95.24 ft 6) Top of wet weil 498,O.Q fi 4. s 4. SHIM 4r� ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.2-97.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP•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 NO. 18.020 SANITARY SEWER PUMP STATION CALCULATIONS 4110 I