HomeMy WebLinkAboutSDP202000052 Plan - Revision 2021-04-09 (3)FINAL SITE DEVELOPMENT PLAN
LEGEND
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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 n 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 any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained
from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the
permit.Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise
noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be
installed prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be
acheived.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is
deemed necessary in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part
1926).
GENERAL WATER & SEWER NOTES
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the
proper service authority officials at the start of the work.
2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only
approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary.
3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by
the Albemarle County Service Authority.
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).
6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes
all fire hydrant lines, service laterals and water lines, etc.
7. All water and sewer appurtenances are to be located outside of roadside ditches.
8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line.
9. Trees are not permitted in the ACSA easement.
10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874
which amends the Safe Drinking Water Act).
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
12. Backflow prevention is required for all connections to the water main.
FIRE MARSHAL'S NOTES
1. A knox box is required on this property. The location of this knox box will be coordinated with the fire marshal's office.
2. ISO Needed Fire Flow for this site is 2,125 gpm.
EXISTING USE
Vacant Land
PROPOSED USE
Private School (Grades K-12)
LAND USE SCHEDULE
S D P2020-52
TAX MAP 75, PARCEL 66
TAX MAP 76, PARCEL 17
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE : 1 "= 1000'
EXISTING Area %
Building 0 SF 0%
Pavement 0 SF 0%
Sidewalk 0SF 0%
BUCKINGHAM
Undeveloped 832,431.6 SF 100.0%
Total= 832,431.6 SF (19.11 ac.)
BALM 0 R A L
HEIGHTS
RESERVOIR ROAD --
PROPOSED Area
QUmversdy
Momesson School
Building 24,722 SF 3.0%
SITE
Fontaine Research park V
Pavement 41,913 SF 5.0%
°
Sidewalk 25,726 SF 3.1/°
Ragged Mountain Q nrty Presbytenan
Hnm� It tC -arch
Undeveloped 740,070.6 SF 88.9%
Total= 832,431.6 SF (19.11 ac.)
.1rn1ru5 crh• Q ,
PARKING SCHEDULE
'r,, �ndr. e•ina
Private School Use: 90 spaces required per zoning determination
60 faculty spaces, 23 student drop off spaces, 4 handicap spaces, 3 guest spaces
i
Total 95 - 9'x18' spaces provided (includes 4 - van accessible spaces)
Overflow parking to be provided as part of a shared parking agreement with Trinity Presbyterian Church.
Pedestrian path provided for access to church parking lot.
LIGHTING
Lighting shall be in accordance with SP201800011.
SIGNS
All signs and pavement shall conform with the latest edition of the MUTCD Guidelines.
A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of
any signs on -site.
Contractor shall provide handicap signs as shown on plan.
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or
contiguous to the site are based on information and data furnished to the owner and engineer by the
owners of such underground facilities or others. The owner or engineer shall not be responsible for the
accuracy or completeness of such information or data. The contractor shall have full responsibility for
confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with
owners of such underground utilities during construction, for the safety and protection thereof and repairing
any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the
owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that
are necessary to protect structures from damage. Replacement of damaged structures shall be at the
contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating
work so that the owner can make necessary arrangements to modify/protect existing structures from
damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property
may be impacted and the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours
prior to the start of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents
to the owner and engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans,
to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of
submittals will be general and will not relieve the the contractor from the responsibility of adherence to the
contract and for any error that may exist.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of II mechanical ui men from the Entrance Corridor hall b eliminated.
0 s ty aequipment t e t eC s ee t
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
At 17.1-2009.
14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks.
Trip Generation
Use
ITE Code
Independent Variable (IV)
PM
In
t
Out
Total
In
Out
Total
Private School (K-12)
536
Students - 322
157
101
258
24
31
55
SHEETINDEX
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 SEWER 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
Current Development Planner
Date
Current Development Engineer
Date
Architectural Review Board
Date
Fire Official
Date
Building Official
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
r�
IMAGE PROVIDED BY GOOGLE MAPS
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 Jl1STIN@SHIMP-ENGINEERING.COM
a
U JU IN SHfMP
ic. N . 45183
I
E
O
NAL
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
COVER
18.020
C1
RESOLUTION TO APPROVE
SP 2018-11 THE REGENTS SCHOOL OF
CHARLOTTESVILLE — RESERVOIR ROAD
WHEREAS, the Regents School of Charlottesville submitted an application for a special use permit
to construct and operate a private school on Tax Parcels 07600-00-00-01700 and 07500-00-00-06600,
located on Reservoir Road, with an initial maximum enrollment of 280 students, and potential future
maximum enrollment of 468 students, and the application is identified as SP20180001 I The Regents School
of Charlottesville— Reservoir Road ("SP 2018-11"); and
WHEREAS, on September 3, 2019, after a duly noticed public hearing, the Albemarle County
'Planning Commission recommended approva I of SP 2018-11 with staff -recommended -conditions, as well as
'minor technical revisions and clarifications to Condition #2 (now Condition 43) regarding potential future
increase(s) to student enrollment in excess of280..students up to a maximum of 468 students and/or a school
-start time later than 7:45 a.m.; and
WHEREAS, on September 18, 2019, the Albemarle County Board of Supervisors held a duly
noticed public hearing on SP 2018-11.
NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff
report prepared for SP 2018-11 and all of its attachments, the information presented at the public hearing,
any written comments received, and the factors relevant to a special use permit in Albemarle County Code
§§ 18-1.4, 18-1.5, 18-13.1, 18-13.2.2.5, 18-30.7.1, 18-33.39, and 18-33.40, the Albemarle County Board of
Supervisors hereby approves SP 2018-1 I, subject to the conditions attached hereto.
r**
1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a
Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero,
as recorded below, at a meeting held on September 18, 2019.
Clerk, Board of County Supprvt ors
Ave Nay
Mr.
Dill
Y
Mr.
Gallaway
Ms.
Mallek
Y�
Ms.
McKee[
Y
Ms.
Palmer
Y'
Mr.
Randolph,
Y;
n
RESOLUTION TO APPROVE SPECIAL EXCEPTION FOR
SP 18-11 THE REGENTS SCHOOL OF CHARLOTTESVILLE, — RESERVOIR ROAD
WHEREAS, the Applicant filed a request in conjunction with SP 2018-1 1 for a special exception to
modify the maximum allowable height of the light poles as required in County Code § 18-13.3 to be
increased from 35 feet to 70 feet for a proposed lighted ball field at the proposed school.
NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff
report prepared in conjunction with the application and the attachments thereto, including staffs supporting
analysis, and all of the factors relevant to the special exceptions in Albemarle County_Code
§§ 18-4.17.5, 18-33.43, and 18-33.49,the Albemarle County Board of Superviso er6 y approves the
special exception as set forth above, subject to the conditions attached hereto.
1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a
Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero,
as recorded below, at a meeting held on September 18, 2019.
Cler<, Board of County Super rs
Aye hLay
Mr.
Dill
Y
Mr.
Gallaway
Y
Ms.
Mallek
Y
Ms.
McKee)
Y
Ms.
Palmer
Y
Mr.
Randolph
Y
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 1 — 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
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 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 SP20180001 I 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 mast include the following intersections: the souhbound
exit ramp of US 29 Bypass at the Fontaine Avenue Extended interchange; the northbound exit ramp of
US 29 Bypass at the Fontaine Avenue Extended interchange; and the intersection of Fontaine Avenue
Extended and Reservoir Road.
g. The identification of "future build conditions" and "future no -build conditions" in any such new TIA
and traffic counts will be based on the following:
i. "Future no -build conditions" will include the traffic generated by the private school use at a student
enrollment of 280 and other nearby developments, as determined through the TIA scoping process;
and
SDP 2018-11 The Regents School of Charlottesville — Reservoir Road
Special Exception Conditions
1. The maximum permissible height of the poles supporting outdoor luminaries at The Regents School
of Charlottesville's athletic field is 70 feet.
2. Outdoor lighting of The Regents School of Charlottesville's athletic field shall not continue past 10:00
p.m.
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 all 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 Water Protection Ordinance Plan, and all
other applicable permitting requirements.
S. 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 tern "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@SHIMP-ENGINEERING.COM
I
•
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ic.N .i5183 �
ASSIONAL �Zy�
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
18.020
SP APPLICATION PLAN &
CONDITIONS
C2
Area S
Propo!
Acade
Tota I )
LEGEND LAND USE PROHIBITED USES PERMITTED USES
r-------1
Right —of —Way Reservation
School Buildings and associated uses,
Ingress/Egress, grading, landscaping,
Parking and travel ways
utilities, along with any other uses
L_______J
typically permitted within VDOT ROW
Academic Woods Area
School Buildings and associated uses,
Stream restoration, primitive trails, landscaping,
Parking and travel ways
gardens, utilities (which cannot be reasonably located
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—===___-
i
School Buffer Area
Parking and travel ways associated with
Si na e, grading, retaining walls, landscaping, utilities,
9 9 9 g. 9 P g
L-------J
parking spaces.
ingress/egress to the site, etc.
r —
Any primary and secondary uses associated
School Facility Area
None
with the proposed school use along with any
L — — — — — — — J
underlying by —right zoning uses
♦
School Use Boundary
Limits of disturbance for school use
Limits of disturbance for school use
♦♦
♦♦♦
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. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
JU fN SI Y
Tic. N . 45183
�A`V'VIONAL V'
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
18.020
SP APPLICATION PLAN &
CONDITIONS
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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"
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93.96'
L7
I S
72*21 '41 "
E
47.27'
L8
S
61.19'41 "
E
81.07'
L9
S
67.04'41 "
E
88.45'
L 10
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7520'41 "
E
95.00'
L 1 1
S
89°35'41 "
E
1 1 1.73'
L 12
N
78*05' 19 "
E
81. 47'
L13
N
04°14'15"
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15.97'
L 14
N
46.16'47"
E
51.35'
L 15
1 N
51.56.56"
E
50.34'
L 16
N
75°51 'S6"
E
54.88'
L17
N
75-17'77"
E
55.65'
L 18
N
69-3427"
E
66.39'
8
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2020 04 20 PRELIMINARY ARB
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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 4829'50" 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'
2021.04.09
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912 E. HIGH ST. 434.227.5140
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�ArSftAL V 4
FINAL SITE DEVELOPMENT PLAN
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REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
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FINAL SITE DEVELOPMENT PLAN
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SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
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SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
NMI
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2020.06.22
2020.10.19
2021.04.09
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2020.01.21
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2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
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2020.01.21
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2020.04.20 PRELIMINARY ARE
2020.06.22
2020.10.19
2021.04.09
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PVI ELLV. 4.7 �'�
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SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
SAS\IStAL V'
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
0
M
r
r
+
a
FILE NO.
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
555
550
545
540
535
530
525
520
515
10+00 10+50 11+00
1 SIGHT DISTANCE RIGHT PROFILE
C14 HORZ: 1"=30'
VERT: 1 "=10'
540
535
530
525
520
515
510
505
500
495
490
485
480
10+00 10+50
11 +50
12+00
12+50
13+00
13+50
OBJECT
555
550
525
520
515
510
505
500
495
490
485
480
11+00 11+50 12+00 12+50 13+00 13+50 14+00
2 SIGHT DISTANCE LEFT PROFILE
C14 HORZ: 1"=30'
VERT: 1 "=10'
HORIZONTAL
CURVE #o
9
R=1 156'
HORIZONTAL
CURVE #11
ID_r%�'r
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
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530
FINAL SITE DEVELOPMENT PLAN
525 REGENTS
520 SCHOOL
515
ALBEMARLE COUNTY, VIRGINIA
510 SUBMISSION:
505 2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
500
2020.06.22
2020.10.19
495
2021.04.09
=4
485
30+540
0
FILE NO.
ROAD PLAN
18.020
/ D.B. 2e /
/ TM 75-60
ZONE: R1 RESIDENTIAL /
USE: SINGLE FAMILY RESIDENTIAL /
/ I
/ I I
/ ND
TON INH I I
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"
23
20
227
4994
Large Shade Tree
Querus bicolor
Swamp White Oak
2�"
9
31
299
2691
aft,
Large Shade Tree
Tilia tomentosa
"Green Mountain"
2Z"
10
25
276
2760
%"Green
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.
16
17
124
1984
OOrnamental
Tree
Cercis conadensis
Eastern Redbud
6-7' Ht.
14
17
124
1736
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"
34
6
23
782
®
Broadleaved Evergreen Shrub
Cotoneaster
Cotoneaster
24"-36"
45
6
22
990
divaricatus
Low Maintenance Ground Cover
Wildflower Seed Mix
TOTAL SITE CANOPYI
22,665 SF
NOTE: Existing trees to remain within School Facilities Area are not counted towards total site canopy
D.B. 4415, PG. 7 I CECIL JOHNSON
I 1 / TM 75-61A D.B.36, PG. 722
I UNIVERSII
1 / I ZONE: R1 RESIDENTIAL .
TM 76-14 D.B. 41
USE: SINGLE FAMILY RESIDENTIAL I /
\ \ U I �
Z NE: R1 RESIDENTIAL TM 76-1.5b
I USE: SIN-G1<E FAMILY RESIDENTIAL I
\ \ \ - ZONE: R1 RESIDENTIAL
I _ �\ I USE. SINGLE FAMILY RESIDENTIAL
St\REENING
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4 ROOMOPLAR
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1/ BUILDING / HALL
�Q�•�� I F h i'I.II I� \ \ \\� + \ �\\ \ _// — \E IIfK'O� APL \\ — � �� ` \ \` � :• PINE70\\— --- __ — —
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000
70,
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01
40 0 40 80 120
Graphic Scale: 1 "=40'
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
.dAs3 `GEjy�
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
LANDSCAPE PLAN
NMI
51.
LANDSCAPE SCHEDULE
Total
Plant Symbol
Planting Type
Botanical Name
Common Name
Caliper/Height
Quantity
Height (ft)
Canopy
Total Canopy SF
in 10 Yrs
d
Large Shade Tree
Fagus grandifolia
American Beech
12"-14"
23
20
227
4994
Large Shade Tree
Querus bicolor
Swamp White Oak
21"
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
>�1
Screening Evergreen
Cryptomeria japonica
Cryptomeria Yoshino
4'— 5Ht.
44
25
123
5412
Yoshino
COrnamental
Tree
Cornus florida
Flowering Dogwood
6-7' Ht.
16
17
124
1984
}
Ornamental Tree
Cercis canadensis
Eastern Redbud
6-7' Ht.
14
17
124
1736
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"
34
6
23
782
Broadleaved Evergreen Shrub
Cotoneaster
Cotoneaster
24"-36"
45
6
22
990
divaricatus
1�1
Low Maintenance Ground Cover
Wildflower Seed Mix
TOTAL SITE CANOPY
22,665 SF
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
CD
i�
1992
3.38
FENCING AND A
I
I
DRP LINE
SNOW FENCE
BOARD FENCE
ORING
CORD FENCE
'a•}a0a ' �-- PLASTIC FENCE
CORRECT METHODS OF TREE FENCING
CORRECT TRUNK ARMORING
ao•
TRIANGULAR BOARD FENCE
Source: Va. DSWC
Plate 3.38-2
III - 401
TREE PROTECTION FENCING
LANDSCAPING REQUIRED:
SITE REQUIREMENT (32.7.9.8)
SITE AREA:
SITE AREA:
CANOPY REQUIRED:
CANOPY PROVIDED:
ACADEMIC WOODS AREA:
10% CANOPY REQUIRED.
832431.6 SF
832431.6 SF x 10% = 83,243.2 SF
83,243.2 SF
22665 SF
+260924.4 SF
366,832.6 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: 22 LARGE SHADE TREES
INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKED PAVED AREA.
43,761.2 SF x 5% = 2,188.1 SF
REQUIRED: 2,188.1 SF
PROVIDED: 3,286 SF
INTERIOR/PARKING LANDSCAPE (32.7.9.6)
95 PARKING SPACES (95/10 = 9.5)
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-284-111-297-1hr 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);
0 Location and ty� f protective fencing;
❑ Grade chat ea re ` g 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
Id No grading shall begin until the tree marking has been inspected and approved by a County hlspectorl
3. Pre -Construction Conference:
m Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Epuimnent Operation and Storage:
Ileavy equipment, vehicular traffic and storage of construction materials including soil shall not bep ' tad within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
LI 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.
T1 Toxic Materials:
CI 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.
CI 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:
Ild 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.
Nt
IT IS THE DEVELOPER'S7t�SgONSIVILITV TTOQCOIII NRE ER WITH THE CONTRACTOR ON TREE CONSERVATION
CONTRACT
CONSERVATION PLAN CHECKLIST
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
�ASS�IVAL E�� ,
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
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.
RIGHT ! 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 (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 lbs.
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
Type:
BEGA Product: 99523K3
Project:
Modified:
BEGA
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 It (1-70)
LED color temperature
4000K - Product number + K4
3500K - Product number + K36
3000K - Product number + K3
2700K - Product number + K27
Available Accessories
BEGA can supply you with suitable LED replacement modules for up to
IMS-1_2
Internal motion sensor -
8' mouting height
20 years after the purchase of LED luminaires - see website for details
IMS-1_3
Internal motion sensor -
20' mousing height
IMS-1_4
Internal motion sensor -
40' mouting height
Finish
- narrow
All BEGA standard finishes are matte, textured polyester powder coat with
IMS-1_7
Internal motion sensor -
40' mouting height
minimum 3 mil thickness.
- wide
Available colors Black (BILK) White (WHT) RAL:
FSIR-100
Configuration tool
Bronze (BRZ) Silver (SLV) Cus.
See individual accessory spec sheet for details.
Pole -top luminaire - Asymmetrical light distribution
Racarrnenden for use with 30' to 35' poles
BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805)684-0533 inib@bega-us.com
Due to the dynamic nature or NgNM p,dducts and the associated tecbnologM, Iurtiftre am on this sheet is subject to change M Me tliweetion of B65A WhO Mle/kG fartM Reel wrtdrttechnical deta, plee.ue Marto buga-us.ccen
0 mpynght BEGA 2018 Upd.d 01/17/19
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
jljlik't�dl,ir"54� __
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
LIGHTING PLAN
18.020
30 0 30 60
Graphic Scale: 1"
.e
C17
Regents School Of Charlottesville Atheltic Field
CM1arlottesvillei
Lighting System
Pole I Fixture
Summary
Circuit Summary
am 0�7
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Light Level Summary
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ENGINEERED DESIGN By: Brayton Carter -File #200947A- 03-Sei
EQUIPMENT LIST FOR AREAS SHOWN
®®IIIIIIIIIItllllll�lll�®®�
ENGINEEREDDESIGN By: Brayton Carter -File #200947A- 03-Sei
LIGHTING NOTES:
Lighting fixtures for the athletic field shall be full cutoff.
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Chadotterevillai
Name: Prapento
spacing'. 30.0'
Height 3.aabm2 yaae
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San Average: 00292
Maximum: 045
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Noof lNf Palms'. 120
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ENGINEEREDDESIGN By: Brayton Carter File R200947A- 03-Sei
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ENGINEEREDDESIGN By: Brayton Carter File R200947A- 03-Sei
ReseaRs echaal mCharlattesWlle AthelNc Field
Qadottesvillai
Spacing
Height
Entire Gntl
Guamn¢NAverage: No
.an Average: 33.59
Maximum: 37
Minimum: 39
Avg/Min'. 1.If
4uanmxtl Man: i
Mas / Min'. 1])
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Applied Circuits: A
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Guaranteed partnership ner ll MlN NgeneralEea
above is guaranteed per Wur Mutter
comments document and includes III
elneeprdamonrcmr.
Field MessuremeMs: Individual pold m....Msmry.,from
omputercalculated peredieaoes and should betaken
In [mMance with IESNA He 615.
EIBRriOISeems Requirements: Peler, to Amperage
Gmw Chart and/or the "Musco control sntere summary'
far elenrlral dicing.
ImYllrtan gammoemems: anceighousurno, ±3%
marrinal voltage n line antle ofthe dresser antlsWaWR
located within 3 kn IIm) of "on bL'allpna.
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SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
aso
,
or
al/ a
�ArsfNAL V' r
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
LIGHTING PLAN
18.020
0
',KiE:3
25.00 In
(as mn)
26.00In
(880 mm)
OO
0
24.DOin
(610 MM)
li
Luminaire Data
Weight (luminaire) 45lb (20 kg)
UL listing number E338094
ULlisted for USA /Canada UL1598CSA-C222
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 (1220F)
rating, luminaire
Photometric Characteristics
Projected lumen maintenance per IESTM-21-11
L90 (135k) >81,000 h
L80 (135k) >81,000 h
L70 (135k) >81,000 h
CIE correlated color temperature 5700 K
Color rendering index (CRI) 75 typ, 70 min
Lumens' 136,000
Footnotes:
1) Incorporates appropriate dirt depreciation factor for life of luminalre.
US and fmlgn palings) Issued and pending • 02019 Musco Sports Llghting, LLC • TLC-LED-1200 57WK 75 CRI • M-2943-en04-3
musco
1
20.00 in
(5D8 mm)
o
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 UL1598CSA-C222
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 ml/h (67 m/s)
UL, IEC ambient temperature
500C (1220F)
rating, luminaire
Photometric Characteristics
Projected lumen maintenance per IESTM-21-11
L90 (135k)
>81,000 h
L80 (135k)
>81,000 h
L70 (135k)
>81,000 h
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 Ns
Fuse rating
15 A
UL, IEC ambient temperature rating,
50PC (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
L1 „-, Fuse Driver .- - -- -
� I
Luminaire
L2"
Fuse
* If L2 (com) 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 light source manufacturing tolerances.
Notes
1. Use thermal magnetic HID -rated or D-curve circuit breakers.
2. See Musco Control5ystem Summary for circuit information.
OccoUS. and foreign patent(s) Issued and pending • 02019 Musco Sports Lighting LLC • TLC-LED-12005700K 75 CRI • M-2943-en04-3
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 Ns
Fuse rating
15 A
UL, IEC ambient temperature rating,
electrical components enclosure
500C (1220F)
Ingress protection, electrical
components enclosure
IP54
Efficiency
95%
Dimming mode
optional
Range, energy consumption
25-100%
Range, light output
30-100%
Typical Wiring
Surge'
protection
------------
Controller
Disconnect ' (if Pfesem)-'
L1 „-, Fuse Driver - -- -
��L - Lumina're
1_2' Fuse
* If L2 (com) is neutral then not switched or fused.
t Not present if indoor installation.
CIE correlated color temperature 5700 K
Color rendering index(CRI) 75 Max operating current per
g' typ, 70 min luminaire' 5.50A 5,29A S.00A 4.78A 4.58A 3.97A 3.17A 2.90A 2.75A 2.65A 2.29A
Lumens' 89,600
Footnotes:
Footnotes:
1) Incorporates appropriate dirt depreciation factor for life of luminaire. 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.
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
a
O
U Ju nv S a
ic. N . 45183
ftAL
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
18.020
LIGHTING DETAILS
0000
musco
US. and foreign patent(s) Issued and pending • 02018 Musm Sports Ughting, LLC • TLC-LED-90057WK 75 CRI • M-2628en04-4
1
0000
musco
2
US. and foreign patent(s) Issued and pending • OW19 Musco Sports Ugheng, LLC • TLC-LED-90057WK 75 CRI • M-2518cr00-0
C19
CG-2
MAX.
SPECFK:ATION
REFERENCE
105
502
WP-2
4 f 2' RADIUS
d.
SURF(
a:
`6 ..'6 BASE
�4„
a � -
a•.a-"'a
a•.i%.A
SEE
NOTE 4 .i • .d'.a
a -.A .i
y..i .A
a;a.'A
'A
'A ,a •
R
6"
SURFACE
SUBBASE
NOTES
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH)
BOTTO IN ORDER THAT THE 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.
SHO
5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE
REQUIREMNCG6 AS
APPENDIX EATOF FTTHHE VDOT ROAD dESIGN MANUAL.
STANDARD6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
----------------
EXISTING SUBBASE PROPOSED SUBBASE
----------------------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 �/2 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 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 ?THIE 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(a) 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.
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
303.02
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
375 1S
2
RESERVED 20
CW
PARKING- 2G
I~�I 1
1e
�A.. 6
3875
is
... 76 25
14 at
117-8 NOPARKING
LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL)
BACKGROUND -WHITE (RETROREFL)
'Reduce spacing 50%D.
**See page 6.31.
"'See page 6-2 for arrow design.
V. 9/O6
20L
SPECIFICATION
REFERENCE
315
ACCESSIBLE N
� I IE
Kf-HB
VAN ALTFSSNNf
c
A
B
C
D
E
F
G
H
J
K
L
12
8
TIs
438
15
Is O
S
10
1.871
OB5B
1.5
1A
9
T/5
.iW
7S
2O
1
150
2987
&7B4
15
al
PARKYGAPRICATION DIRECTIONAL APPLCATKN
COLOR& LEGEND -GREEN (NETRONENEGINE)OROLACK COLONS LEGEND-WHITE(IIETROREFLECINEI
BACKGROLIND-WHRE (NETRORERECI(VEI BACKGNUINO-BLUE (IETRORERECINEI
2" R
D
N1N1N1N1N1�
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 SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
OF THE VDOT ROAD DESIGN MANUAL.
T-T, p♦ ♦ p♦ p> D D,
s s s s s
6" I 2'-0"
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
EORSNCE COMBINATION 6" CURB & GUTTER
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
3 )AUTOTURN EXHIBIT
C20 SCALE: 1 "=30'
4 )PRIMITIVE TRAIL DETAIL
C20 SCALE: 1 "=5'
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
15 MAINTAINED.
CTAKlnnon OIIO en
5'
PRIMITIVE TRAIL
LCH,
DUST
0I-3A, 3B, 3C
FOR DETAILS OF INLET
EXPANSION
JOINT
r y
SIM
•' • ,PP
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up MWWW
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i
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rrrrrrrrrrrrrrrrrrrrrrrrrr
-
y
I
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I
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Y Y A
Y Y •.
I........ KK.............. YI YI
r r r r r r r r •Y r r r r r r r r r r r r r r r r
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r r
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r•
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,•. •
i ME
11
. -. . -• •
q
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r
BA
SECTION A -A
KEYED CONST. JOINT
��' Opp 1 ,• 21, WARPED
.... f GUTTER
�1B'ARS A rAPROACH
'--------------- - - - - -
- �...
RS G I J 0
BARS F BARS E B N 11 ,. - 3•-0"
4kW DIAMETER FRONT ELEVATION a•• 1'-e" B.. BARS E
I WEEP HOLE BARS B
(GUTTER REMOVED) BARS F
5X'/4" BENT PLATE = SECTION B-B
8„ Ip•• i
'/K R
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v ��;'� L2%Z'X21/2g"XI/�'
GALVANIZED
TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B I/2' X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 58°30' TO ANGLE IRON AT 2'C-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
DI-3A ,= L DI-38 L DI-3C L 'i'�; WARPED PAVEMENT
r = I FLOW FLOW I FLOW
1 1 I DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
�VDOT SPECIFICATION
ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET
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
— COMPACTED SUBGRADE
)ON -SITE PAVEMENT SECTION
C20 Not To Scale
6" - 31000 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 r-6" x 6" Bollard
" x 4" Wooden Post
e D
qA. .
6" Wooden
D D Fence Board
D D,
DU EIR U E 2" x 4" Rail (typ)
x x
p
4" x 4" Steel Columns for Gates
4" x 6" Treated Wooden
Gate finish to match buildings
q q .
CONCRETE PAO .CONCRETE PAO
e q
10'x,1.8' 10'x,1.8'
,.A D eq'
_ ' " ° ' " If 6" Wooden
1 Fence Board
4' x 4' Steel Columns for Gates
7E E 4' 6" x 6' 6" Treated Wooden
2'aze4f raf� tp rRatch buildings
Concrete Pad
2 )DUMPSTER PAD DETAIL
C20Not To Scale
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
AI+
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
SITE DETAILS
C20
Page 6H-48
September 2019
September 2019
Page 6H-49
Page 6H-14 September 2019
Lane Closure Operation with Temporary Traffic Barrier'
(Figure TTC-20.2d
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. Inen 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.z
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
Spec!
Speed Limit
(mph)
Location
Spacing
Speed Limit
(mph)
Location Spacing
Speed Limit
(mph)
0 -35 36 +
0 35
36 +
0 -35 36 +
Transition
20' 40'
Travelway
40'
80'
Construction Access
80' 120'
Construction access spacing may be increased to this distance, but shall not exceed one access per Y< 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 H 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
n 20' centers along the transition or taper sections and spaced on 80' centers and centeredin-
between the barrier panels along the parallel or tangent sections' approximately 24 inches up from
the roadway surface.
Guidance:
12. Eradication of existing pavement markings should be as shown in Figure TTC-55.
Hon:
13. The barrier shown in this typical application is an example of one method that may be used to close a
14.
1: Revision 1- 4/1/2015
2: Revision 2 - 7/1/2018
September 2019
RIGHT
SHOULDER
�-�
CLOSED
RIGHT
SHOULDER
� i
CLOSED
AHEAD
ROAD
WORK
�i
AHEAD
1: Revision 1- 4/12015
2: Revision 2 - 9/12019
Stationary Operation on a Shoulder
Oigure TTC-4.2)
Lane Closure Operation with Temporary Traffic Barrier
ure TTC-20-2
0
z
} y
6" LINE BEGINNING
of Q
AT ANGLE BREAK
1EW
BARRIER
O_ z
w
w
Q
8" LINE
a
\
SEE NOTE 8
SEE NOTE11
SEE
NOTE 1
SE
IE _
NOTE 1
R4-V7L KEEP
LEFT
W SEE _
NOTE1
RIGHT
L
CLOSED
xEAD SEE
NOTE 1
ROAD
VAHEAD
1: Revision 1 - 4/1/2015
2: Revision 2 - 7/1/2018
Page 6H-15
CVJ
_E
NOTE 10
LING
ODE)
O�300' O
MIN.
O_�
G20-2 (V)
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' NG
SEE
DEVICES SEE NOTEOTE77
ERADICATE
200' OF EXISTING
PAVEMENT MARKING
- GUARDRAIL SEE NOTE 11
/_1
ILLUMINATED FLASHING
AMBER ARROW TYPE C
D SEE NOTE 3
QSHOULDER TAPER
00 W4-2R
i OPTIONAL
LONG-TERM
TRANSVERSE
RUMBLE STRIPS
LANE ENDS SEE NOTE 14
MERGE
i W9-2L
LEFT
RIGHT
iI LANE W9-3R
CLOSED
HEAD
ROAD
WORK W20-1
AHEAD
PCMS - SEE NOTE J
Page 6H-54
Typical Traffic Control
Lane Closure on a Two -Lane Roadway Using Flaggers
QFigure TTC-23.2)
NOTES
Typical Traffic Control
Stationary Operation on a Shoulder
(Figur C-4•�
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 (W21-51IR), RIGHT SHOULDER CLOSED
(W21-5aR)% even though only one shoulder is being closed. For operations less than 3 days in
duration, sign assemblies will only be required on the side where the shoulder is being closed.
Guidance
2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign
spacing should be 500'400' where the posted speed limit is greater than 45 mph, and 350'-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
ewerginp 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
L
if a vehicle with activated hi-intensi amber rotating, flashing, or oscillating fights is used
e�h' e. g• �P�
Standard:
5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber
rotating, flashing, or oscillating lights. Vehicle hazard warning signals can be used to supplement
high -intensity amber rotating, flashing, or' oscillating, lights.
6. Taper length (L) shall be at the following:
Taper Length
L
Speed
Limit
(mph)
Lane
Width
Feet
Remarks
Speed
Limit
(Mph)
Lane
Width
Feet
Remarks
9
10
11
12
9
10
11
12
25
95
105
115
125
L=SV/60
50
450
500
550
600
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=SV/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 6111.22
Shoulder Taper = % L Minimum
7. Channelizine device suacine shall be at the followine:
Channelizing Device Spacing
Location
Spacing
Speed Limit
m h
Location
Spacing
Speed Limit
(mph)
Location Spacing
Speed Limit
(mph
0 35 36 +
0 35 1 36 +
0 35 1 36 +
Transition
1 20' 1 40' 11
Travelwa
40' 1 80' 11
*Construction Access
1 80, 120,
*Construction access s1!2cIng maybe increased to this distance, but shall not exceed one access r'% 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 - 911/2,019
September 2019 September 2019
Guidance:
1. Sign spacing distance should be 350'--500' where the posted speed limit is 45 mph or less, and 500'400'
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 sightfrom the graphic flagger symbol sign to the flagger.
3. 'To maintain efficient trafc flow in a flagging operation on a two-lane roadway, the maximum time
motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily
traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than
500 vehicles per day). For additional information see Section 6E.07.1
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.'
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.
hOn:
8. A SLOW (W21-V10) sign may be reauired in this area to rive advance warning of the oneraton 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).
Hon:
12. Cones may be eliminated when usingilot 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 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- 4112015
2: Revision 2 - 9112019
Maintenance of Traffic:
TTC 23.2 to be used during entrance installation. TTC
23.2 with traffic barriers from TTC 20.2 to be used for
regrading of Reservior Road. For should widening, use
TTC 4.2.
Page 6H-55
Lane Closure on a Two -Lane Roadway Using Flaggers
ure TTC-23.2
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SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
SAS\IStAL V'
FINAL SITE DEVELOPMENT PLAN
REGENTS
SCHOOL
SHADOW VEHICLE
REQUIRED
BUFFER
-SEE TABLE6H-3 ALBEMARLE COUNTY, VIRGINIA
.50' -100' SUBMISSION:
FLAGGER STATION
SEE NOTES 2, 3, 5 & 6 2020.01.21
SEE REVISION:
NOTE 1 •
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SEE 2020.06.22
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TRINITY PRESBYTERIAN CHURCH
EXISTING 3" FORCE MAIN
TO ACSA SANITARY SEWER SYSTEM
EXISTING ACSA SANITARY SEWER SYSTEM
TO REPLACE EXISTING PUMP STATION
EXISTING PUMP STATION SERVES TRINITY PR .CHURCH
NEW PUMP STATION TO SERVE REGENTS SCHOOL AND TRINITY PRIES. CHURCH
240
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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CENTRAL SEWAGE SYSTEM PLAN
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ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
CENTRAL SEWER
OVERVIEW
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PLAN
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UNDER PLAYGROUND ARE SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
o2 \ REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
r \ 2020.10.19
2021.04.09
FILE NO.
\ 18.020 20
SANITARY SEWER
R
'New 8� \ \EW PUM STATION TO GRAVITY FLOW PLAN
S \
\ \ ` REP\LACE ISTING SUMP PUMP
\ � / ��.3g SERVING TR ITY CHURCH
\ \ \ \ \ \ \ 30 �0 3� 6 y0 / / / / / / _ _ \ �` \pl'C (APPROXIYA LOCATION)
\ \ \ \ \ Graphic Scale: 1 =30 / / / / / \ \
a _--- /\ S, C23
11
S,
50
50
49
49
48
48
47
471 00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
SANITARY SEWER PROFILE (GRAVITY ELOW�
C25 Scale: Harz: 1 "=30', Vert: 1 "=10'
S5 S6 n n
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SANITARY SEWER PROFILE (GRAVITY FLOW)
�C25 Scale: Harz: 1 "=30', Vert: 1 "=10'
BACKUP
El
TOP OF WET WELL ELEV. - 464.B6' -
CONCRETE GENERATOR PAD
HIGH WATER ALARM ELEV. - 461.59'-
LAG PUMP "OIi" EIEV. - 460.59'-
LEAD PUMP "W" ELEV. - 479.59'-
ALL PUMPS "OFF" ELEV. =
BOTTOM OF WET WELL ELEV. =
CONTROL PANEL BOX SHPLL CONTAIN
A REMOTE MGNITORING SYSIEM TO
BE MANAGED BY A CONTRACTED
PROFESSIONAL THIRD PARTY.
/—HIGH WATER ALARM LIGHT
CONTROL PANEL
DIA. PRECAST WATERTC4HT
:RETE V£T WELL
INLET ELEV. = +75.15'
man
TOP VIEW
CONCRETE PAD
BACKUP GENERATOR
CONTROL PANEL
0
4
Y DISCHARGE FLU
TO 45' ELBOW
2T X 36" AU
ACCESS
3" "1
4" DISCHARGE
W/ 4"X3" REDUCER
23+00
GRAVITY INFLOW
SCHARGE ONE
2" VENT PIPE
TWD (2) 90' BENDS
POINTED TOWARDS GROUND
3" DISCHARGE PLUG VALVE (}WAY)
TO 45' ELBOW OUT OF MET WELL3' ELBOW
6" TEE 3 DROPLW
FROIA GRAVItt ROW
MAX:
FRONT VIEW
SANITARY SEWER PUMP STATION DETAILS
C25 Scale: 1 "=5'
23+50
24+00
510
505
500
495
490
485
480
a475
24+50 0
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.
DISCHARGE PLUG VALVE (3-WAY)
l l fCCS TRACER WIRE INSTALLED ALONG DISCHARGE LINE
r3" DISCHARGE LINE
I 3" 90' ELBO
CX3" REDUCER
SIDE VIEW
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
?,Poe-41
U JU IN S >
ic. N .45183
W1111 Ill
1.0
Ass�oxnL ,
CENTRAL SEWAGE SYSTEM PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
18.020
SANITARY SEWER
30 0 30 60 90 PROFILE & PUMP
STATION DETAILS
Graphic Scale: Horx: 1 "=30' Vert: 1 "=10
15+50
16+00
16+50
17+00
17+50
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I
SANITARY SEWER PROFILE (GRAVITY FLOW)
�C25 Scale: Harz: 1 "=30', Vert: 1 "=10'
BACKUP
El
TOP OF WET WELL ELEV. - 464.B6' -
CONCRETE GENERATOR PAD
HIGH WATER ALARM ELEV. - 461.59'-
LAG PUMP "OIi" EIEV. - 460.59'-
LEAD PUMP "W" ELEV. - 479.59'-
ALL PUMPS "OFF" ELEV. =
BOTTOM OF WET WELL ELEV. =
CONTROL PANEL BOX SHPLL CONTAIN
A REMOTE MGNITORING SYSIEM TO
BE MANAGED BY A CONTRACTED
PROFESSIONAL THIRD PARTY.
/—HIGH WATER ALARM LIGHT
CONTROL PANEL
DIA. PRECAST WATERTC4HT
:RETE V£T WELL
INLET ELEV. = +75.15'
man
TOP VIEW
CONCRETE PAD
BACKUP GENERATOR
CONTROL PANEL
0
4
Y DISCHARGE FLU
TO 45' ELBOW
2T X 36" AU
ACCESS
3" "1
4" DISCHARGE
W/ 4"X3" REDUCER
23+00
GRAVITY INFLOW
SCHARGE ONE
2" VENT PIPE
TWD (2) 90' BENDS
POINTED TOWARDS GROUND
3" DISCHARGE PLUG VALVE (}WAY)
TO 45' ELBOW OUT OF MET WELL3' ELBOW
6" TEE 3 DROPLW
FROIA GRAVItt ROW
MAX:
FRONT VIEW
SANITARY SEWER PUMP STATION DETAILS
C25 Scale: 1 "=5'
23+50
24+00
510
505
500
495
490
485
480
a475
24+50 0
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.
DISCHARGE PLUG VALVE (3-WAY)
l l fCCS TRACER WIRE INSTALLED ALONG DISCHARGE LINE
r3" DISCHARGE LINE
I 3" 90' ELBO
CX3" REDUCER
SIDE VIEW
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
?,Poe-41
U JU IN S >
ic. N .45183
W1111 Ill
1.0
Ass�oxnL ,
CENTRAL SEWAGE SYSTEM PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
18.020
SANITARY SEWER
30 0 30 60 90 PROFILE & PUMP
STATION DETAILS
Graphic Scale: Horx: 1 "=30' Vert: 1 "=10
+ 1 +50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
I
SANITARY SEWER PROFILE (GRAVITY FLOW)
�C25 Scale: Harz: 1 "=30', Vert: 1 "=10'
BACKUP
El
TOP OF WET WELL ELEV. - 464.B6' -
CONCRETE GENERATOR PAD
HIGH WATER ALARM ELEV. - 461.59'-
LAG PUMP "OIi" EIEV. - 460.59'-
LEAD PUMP "W" ELEV. - 479.59'-
ALL PUMPS "OFF" ELEV. =
BOTTOM OF WET WELL ELEV. =
CONTROL PANEL BOX SHPLL CONTAIN
A REMOTE MGNITORING SYSIEM TO
BE MANAGED BY A CONTRACTED
PROFESSIONAL THIRD PARTY.
/—HIGH WATER ALARM LIGHT
CONTROL PANEL
DIA. PRECAST WATERTC4HT
:RETE V£T WELL
INLET ELEV. = +75.15'
man
TOP VIEW
CONCRETE PAD
BACKUP GENERATOR
CONTROL PANEL
0
4
Y DISCHARGE FLU
TO 45' ELBOW
2T X 36" AU
ACCESS
3" "1
4" DISCHARGE
W/ 4"X3" REDUCER
23+00
GRAVITY INFLOW
SCHARGE ONE
2" VENT PIPE
TWD (2) 90' BENDS
POINTED TOWARDS GROUND
3" DISCHARGE PLUG VALVE (}WAY)
TO 45' ELBOW OUT OF MET WELL3' ELBOW
6" TEE 3 DROPLW
FROIA GRAVItt ROW
MAX:
FRONT VIEW
SANITARY SEWER PUMP STATION DETAILS
C25 Scale: 1 "=5'
23+50
24+00
510
505
500
495
490
485
480
a475
24+50 0
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.
DISCHARGE PLUG VALVE (3-WAY)
l l fCCS TRACER WIRE INSTALLED ALONG DISCHARGE LINE
r3" DISCHARGE LINE
I 3" 90' ELBO
CX3" REDUCER
SIDE VIEW
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
?,Poe-41
U JU IN S >
ic. N .45183
W1111 Ill
1.0
Ass�oxnL ,
CENTRAL SEWAGE SYSTEM PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
18.020
SANITARY SEWER
30 0 30 60 90 PROFILE & PUMP
STATION DETAILS
Graphic Scale: Horx: 1 "=30' Vert: 1 "=10
BACKUP
El
TOP OF WET WELL ELEV. - 464.B6' -
CONCRETE GENERATOR PAD
HIGH WATER ALARM ELEV. - 461.59'-
LAG PUMP "OIi" EIEV. - 460.59'-
LEAD PUMP "W" ELEV. - 479.59'-
ALL PUMPS "OFF" ELEV. =
BOTTOM OF WET WELL ELEV. =
CONTROL PANEL BOX SHPLL CONTAIN
A REMOTE MGNITORING SYSIEM TO
BE MANAGED BY A CONTRACTED
PROFESSIONAL THIRD PARTY.
/—HIGH WATER ALARM LIGHT
CONTROL PANEL
DIA. PRECAST WATERTC4HT
:RETE V£T WELL
INLET ELEV. = +75.15'
man
TOP VIEW
CONCRETE PAD
BACKUP GENERATOR
CONTROL PANEL
0
4
Y DISCHARGE FLU
TO 45' ELBOW
2T X 36" AU
ACCESS
3" "1
4" DISCHARGE
W/ 4"X3" REDUCER
23+00
GRAVITY INFLOW
SCHARGE ONE
2" VENT PIPE
TWD (2) 90' BENDS
POINTED TOWARDS GROUND
3" DISCHARGE PLUG VALVE (}WAY)
TO 45' ELBOW OUT OF MET WELL3' ELBOW
6" TEE 3 DROPLW
FROIA GRAVItt ROW
MAX:
FRONT VIEW
SANITARY SEWER PUMP STATION DETAILS
C25 Scale: 1 "=5'
23+50
24+00
510
505
500
495
490
485
480
a475
24+50 0
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.
DISCHARGE PLUG VALVE (3-WAY)
l l fCCS TRACER WIRE INSTALLED ALONG DISCHARGE LINE
r3" DISCHARGE LINE
I 3" 90' ELBO
CX3" REDUCER
SIDE VIEW
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
?,Poe-41
U JU IN S >
ic. N .45183
W1111 Ill
1.0
Ass�oxnL ,
CENTRAL SEWAGE SYSTEM PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
18.020
SANITARY SEWER
30 0 30 60 90 PROFILE & PUMP
STATION DETAILS
Graphic Scale: Horx: 1 "=30' Vert: 1 "=10
APPLICATION DATAAND CONSTRUCTION DETAILS
Maximum Solid Size
3"
Minimum Casing Thickness
516"
Casing Corrosion Allowance
W.
Maximum Workin 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: single phase, 3 and 5 HP, three phase 5 HP, 230 V and 71h 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 haw: 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
life-5 HP single and threephase: 7 quarts
7%HPthreephase: 6.5 quarts
Mechanical Seals - Standard
U er
Carbon/Ceramic;T 21
Lower
Silicon Carbide/Silicon Carbide; Type 31
Mechanical Seals- Optional Lower
I Silicon Carbidefrungsten Carbide; Type 31
(All dimensions are in inches. Do not use for construction purposes.)
25 a
it 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"
• Discharge size: 4", 125 # ANSI flange
• Maximum capacity: 620 GPM
• Maximum total head: 60 feet
• 300 Series stainess steel fasteners
• 20' Power cord
• Standard silicon carbide/silicon carbide outer seal
Motor:
• Maximum ambient temperature: 1040 F (40' C)
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
e Built-in capacitors
MODELAND MOTOR
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
File 1)LR38549
Order No.
HP
Phase
Voas
RPM
Impeller
Dia. in.
Maximum
Amps
Lit
Amps
KVA
Code
Power
Cable
F.L. Motor
Efficiency %
Resistance
Wt.
(Ibs.)
Start
Line -Line
WS1518D4M
WS1512D4M
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
WS1538D4M
WS1532D4M
3
200
11.5
40.9
H
1414
81
NA
1.7
230
10.0
40.0
F
83
P.3
W 15 4D4M
WS1537D4M
46
5.0
20.0
F
9.3
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
MP'
1.7
230
10.0
40.0
F
83
2.3
W 15 4D4
WS1537D4
46
5.0
20.0
F
8
9.3
575
4.2
14.4
H
74
14.8
WS2018D4
W52012D4
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
F
83
2.3
460
460
5.8
5.8
20.0
20.0
F
83
9.3
WS2037D4
575
4.6
14.4
H
74
14.8
WS3018134
,W53012D4i
WS3038D4
WS3032D4
3
208
;1750.'
7.00
25.5
50.8
B
�C;
f10%3.
80
1.1
0.9
208
12301
;21.5',
'46.41
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
W53037D4
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
377-
200
19.1
73.9
F
10/4NA
84
0.9
210
14/4
WS5037D4
575
6.6
22.8
E
80
7.4
W57532D4
WS7534D4
7.5
3
230
1750
7.69
23.0
105.0
G
10/4
83
NA
1
0.7
225
460
141
52.5
G
83
2.8
WS7537D4
575
1 9.2
1 42.
1 84
4.4
PAGE
2 PUMP SPECIFICATIONS
C26 Scale: N/A
Discharge Pipe Information
Pipe 1
3" force main
Pipe 1
Pipe length (feet)
450 It
Pipe diameter (inches)
3 in
Pipe C-factor
120
Portion of Flow
1
Cross -sectional area (feet)
0.049 it
Hydraulic radius
0.063 it
Suction water surface elevation (A)
474.34 feet
Suction water surface elevation (B)
475.34 feet
Discharge water surface elevation
500,00 feet
Static head (A)
25.7 feet
Static head (B)
24.7 feet
Daily Average Flowrates
Type:
Unit:
Nurrberof Units:
qpcVunit
Total
Grade School w/ Showers
per student/ staff
468
16
7,488
`Church w/ Daycare
per child /employee
50
25
1,250
'clayassurred to be 12-hr for purpose of this analysis.
Total 8.738
Daily Peak Flowrates
Type:
Unit:
Nu rrber of Un its:
Daily Average Flow
gpd (12-hr)
8,738
Daily Average Flow
gpm
12.14
Peaking Factor
n/a
2.5
Peak Daily Flow
gpm
30.35
Wet Well Sizing
Type:
Unit:
Number of Units
Diameter
ft
5
Volume per foot
gallons
100
Wet Working Depth
It
4.73
Wet Working Volume
gallons
5.44
Total Storage
gallons
1,422
Pumping Rate
gpm
67
Time to Empy
minutes
21
Duplex Pump (2 Pumps)
I Parameter
Pressure
Pipe Length, Qt)
Pipe Dia., Gn)
Hazen -Williams Cbeff. C
450
3
120
*Piping from purrp basin to discharge point
Minor Losses
Typ e
K-values
# Fittincis
Gate Valve
0.19
0
Plug Valve 9%o en
0.86
1
Butted) Valve
0.4
0
Swing Check Valve
2.5
1
W Bend
0.25
0
45" Bend
0.2
0
22.50 Bend
0.12
0
11.26' Bend
0.06
0
Tee hrou h
0.6
0
Tee side out
1.8
0
Cross hrou h
0.6
0
Cross side out
1.8
0
Reducer Increaser
0.1
0
Discharge to air
1
1
70.00
60.00
50.00
40.00
x
x
0
30.00
20.00
10.00
0
System & Pump Curves - Regents School/Trinity Church
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130
Flow (gpm)
System Curve - Head Loss Calculations
Flowrate
Water Velocity In:
Dynamic Losses, it
Total Dynamic Head
Total Dynamic Head (+201/6)
gpm
cis
Velocity
ft/s
Mincer Losses
Pipe Friction
Max. Lift
ft
Min. Lift
ft
Max. Lift
ft
Min. Lift
ft
0
0
0
0
0
25.66
24.66
30.79
29.59
5
0.01
0.23
0.00
0.06
25.73
24.73
30.87
29.67
10
0.02
0.45
0.01
0.23
25.90
24.90
31.08
29.88
15
0.03
0.68
0.03
0.48
26.17
25.17
31.40
30.20
20
0.04
0.91
0.06
0.82
26.53
25.53
31.84
30.64
25
0.06
1.13
0.09
1.23
26.98
25.98
32.37
31.17
30
0.07
1.36
0.13
1.73
27.51
26.51
33.01
31.81
35
0.08
1.59
0.17
2.30
28.13
27.13
33.75
32.55
40
0.09
1.82
0.22
2.94
28.82
27.82
34.59
33.39
45
0.10
2.04
0.28
3.65
29.60
28.60
35.52
34.32
50
0.11
2.27
0.35
4.44
30.45
29.45
36.54
35.34
55
0.12
2.50
0.42
5.30
31.38
30.38
37.65
36.45
60
0.13
2.72
0.50
6.22
32.38
31.38
38.86
37.66
65
0.14
2.95
0.59
7.21
33.46
32.46
40.16
38.96
70
0.16
3.18
0.68
8.27
34.62
33.62
41.54
40.34
75
0.17
3.40
0.78
9.40
35.85
34.85
43.02
41.82
80
0.18
3.63
0.89
10.59
37.15
36.15
44.58
43.38
85
0.19
3.86
1.01
11.85
1 38.52
37.52
46.22
45.02
90
0.20
4.08
1.13
13.17
39.96
38.96
47.96
46.76
95
0.21
4.31
1.26
14.56
41.48
40.48
49.77
48.57
100
0.22
4.54
1.39
16.01
43.06
4206.
51.68
50.48
Wet Well Calculations
Wet Well Diameter 5 ft
Wet Well Height 10 ft
Pump Rate 67 gpm
'Pump rate is where system curve and pump curve cross
Min active wetwell volume:
1) Min of 1 minute pump rate time
67 gallons
2) 10 minutes pump cycle time ( 3 cycles/hr/pump)
167.5 gallons
Dimensions of sloped portion around base ofwet well (ft)
height= 1.00 width =
1.00
Volume per foot of depth of wet well :
Volume of storage per ft of height
Depth (it) 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
Inflow rate into Wet Well Qin=
Discharge Flow Out of Wet Well Qout=
Minimum cycle time between starts Tmin=
Min Storage Volume of Well
Heightto startpump
Volume storage atpump start
Time to Start Pump from empty
Time to Empty From Start
Minimum cycle time between starts
Total Cycle Time
Cycles per Day(12 Hours)
Cycles per hour
Max Cycles per hour
WetWell
30.35 gpm
67.00 gpm
Omin
Vmin= I 83.751gal
4.73 ft
649 gal
22.92 min
9.68 min
5.00 min
14.68 min
25.78 cycles/12hr
2.15 cycl/hr
4.09 cycl/hr
Minimum Submergence Hx
Fd= 0.024
Hx= 0,176 ft
Hmin= 4.265 ft
0.067 cis
0. 1491 cfs
0.38 hr
0.16 hr
0.08 hr
0.24 hr
Pump settings
1) Bottom of wet well
474.86 It
2) Pump Inlet
475.15 ft
2) All pumps off
475.32 it
3) Lead pump on
479.59 R (Condition A)
4) Lag pump on
480.59 It (Condition B)
5) High Water Alarm
481.59 ft
6)Topofwetwell
484.86 It
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
1 36.50
TDH - Max.
-a-TDH - Min.
-&- Pump 5
SHIMP
ENGINEERIN 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
1 'y 1► t.i .Saul'
Ic. N . 45183
CENTRAL SEWAGE SYSTEM PLAN
REGENTS
SCHOOL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.01.21
REVISION:
2020.04.20 PRELIMINARY ARB
2020.06.22
2020.10.19
2021.04.09
FILE NO.
18.020
SANITARY SEWER PUMP
STATION CALCULATIONS
Ave