HomeMy WebLinkAboutSDP202100022 Plan - Revision 2021-07-06FINAL SITE DEVELOPMENT PLAN
LEGEND
EXISTING
NEW
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
_
ADJACENT PROPERTY LINE
r
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
10
10
PARKING COUNT
TOPOGRAPHY
- - - -
INDEX CONTOUR
- - - - - - - -
INTERVAL CONTOUR
311.5 x�
SPOT ELEVATION
311.5 TC x
>2�
TOP OF CURB ELEVATION
311.5 TW x-
TOP OF WALL ELEVATION
311.5 BW x
>2�
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
I
CG-12 TRUNCATED DOME
SIDEWALK
BIKE PARKING
HANDICAP ACCESSIBLE AISLE
!�
HANDICAP PARKING
l7�
MATERIAL
CONCRETE
RIPRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
0
WETLAND
TREELINE
X
X
FENCE
UTILITY
UTILITY POLE
m
m
GUY WIRE
oHu
GHu
OVERHEAD UTILITY
ucu
ucu
UNDERGROUND UTILITY
STORM
O
STORM MANHOLE
q
q
DROP INLET
STORM SEWER
ROOF DRAIN
SANITARY
O
SANITARY MANHOLE
SANITARY SEWER MAIN
S
S
SANITARY SEWER LATERAL
WATER
W
W
WATER LINE
O
O
WATER METER
0
0
WATER METER VAULT
FIRE HYDRANT
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.
ALBEMARLE BUSINESS CAMPUS: BLOCK 5
OWNER/DEVELOPER
5th Street Forest LLC
250 W Main Street, Suite 201
Charlottesville, VA 22902
PLAN PREPARATION
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22902
(434)227-5140
ZONING
Neighborhood Model District
In accordance with the Application Plan and the Code of Development of
ZMA2019-00003, approved by the Board of Supervisors on October 7, 2020.
Special exception to waive the requirement for a Neighborhood Model District to
have a minimum of two housing types approved by the Board of Supervisors on
October 7, 2020.
Overlays: Airport Impact Area, Dam Inundation Zone - State, Entrance Corridor,
Steep Slopes - Managed
SDP2020-00066 Albemarle Business Campus - Initial Site Plan granted
conditonal administrative approval on December 18, 2020.
MAGISTERIAL DISTRICT
Samuel Miller & Scottsville
SOURCE OF TITLE
DB 5531 PG 570 DB 5145 PG 626 (76-46A & 76-54)
DB 5519 PG 331 DB 3039 PG 209 (76-46F)
SETBACKS & STEPBACKS
Per approved ZMA201900003, setbacks & stepbacks are provided as follows:
SETBACKS
BLOCK 5
Primary Front
5' Min - 30' Max
Secondary Front
N/A
Side
None
Rear
None
STEPBACKS
BLOCK 5
For each above grade story that
begins above 40' in height or for
Primary Front
each above grade story above the
third story, whichever is less, the
minimum stepback shall be 15 feet
Secondary Front
N/A
BUILDING HEIGHT
Per aooroved ZMA201900003. buildina heiahts and stories are as follows:
Block 5
Stories' 1 Min -3 Max
Height 50' Max.
'Minimum and maximum buildingstory ranges provided are for above grade stories.
rY 9 P
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary & utilities survey provided by:
Brian S. Ray, Roger W. Ray & Assoc. Inc., September 26, 2018
Topographic survey with two (2) foot contours provided by:
Terra Engineering & Land Solutions, August 22, 2007, revised November 4, 2009
BENCHMARK
Datum for topography is NAVD 88
FLOODZONE
According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO269D), this property
is not located within a Zone AE 100-year floodplain.
RESERVOIR WATERSHED
This site is within the Moores Creek Watershed.
This site is not within a watershed of a public water supply.
WATER & SANITARY SERVICES
Site is served by ACSA public water and sewer.
LIGHTING
Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance.
LANDSCAPE
Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance.
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 otherwise 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.
EXISTING USE
Forest
PROPOSED USE
Self -storage (103,500 SF), restaurant (2,298 SF), and retail (2,039 SF)
LAND USE SCHEDULE
TMP 76-46AB + 76-54 TMP 76-46AB / BLOCK 5
EXISTING Area % EXISTING Area %
Building 0 SF 0% Building 0 SF 0%
Pavement 0 SF 0% Pavement 0 SF 0%
Sidewalk 0 SF 0% Sidewalk 0 SF 0%
Open Space 372,438 SF 100% Open Space 64,469 SF 100%
Total= 372,438 SF (8.55 ac.) Total= 64,469 SF (1.48 ac.)
PROPOSED Area % PROPOSED Area %
Building 20,987 SF 5.6% Building 20,987 SF 32.6%
Pavement 41,196 SF 11.1% Pavement 20,571 SF 31.9%
Sidewalk 12,782 SF 3.4% Sidewalk 2,518 SF 3.9%
Open space 297,473 SF 79.9% Open space 20,393 SF 31.6%
Total= 372,438 SF (8.55 ac.) Total= 64,469 SF (1.48 ac.)
PARKING SCHEDULE
Block 5
Restaurant: 13 spaces per 1,000 square feet of gross floor area including areas
for accessory dancing (2,298 SF / 1,000 SF = 2)
26 spaces required
Retail: 1 space per each 100 square feet of retail sales area for the first 5,000
square feet (2,039 SF x 80%= 1,631 SF of retail sales area 1100 SF = 16)
16 spaces required
Self -Storage: Light warehousing is an unscheduled use. No more than two
employees will be present at any given time. The proposed parking is provided
to accommodate the trip generation given below.
10 spaces provided
REQUIRED: 52 spaces
PROVIDED: 62 spaces`
*52 required spaces x 20% = Maximum of 10.4 additional spaces
4 bicycle parking spaces provided
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are
based on information and data furnished to the owner and engineer by the owners of such underground facilities or others.
The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor
shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the
work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any
damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor
shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the
owner can make necessary arrangements to modify/protect existing structures from damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and
the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and
engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop
drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not
relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11. Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 17.1-09 and
the 2015 Virginia Construction Code.
14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in
the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building
drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole
cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve.
15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks.
ITE Trip Generation
Block 5
AM
PM
Daily
Use Description
ITE
My
In
Out
Total
In
Out
Total
Total
Quality Restaurant
931
2,298 SF
-
-
2
12
6
18
193
Variety Store
814
2,039 SF
3
3
6
7
7
14
127
Mini -Warehouse
151
103,500 SF
6
4
10
8
10
18
156
Total
9
7
18
27
23
50
476
GREENSPACE & AMENITIES
Greenspace & amenities shall comply with conditions of approved ZMA20190003. 20% of Block 1's area shall be in
greenspace and amenities and 20% of Blocks 2-5's area shall be in greenspace and amenities.
Blocks 2-5 Amenities: 74,488 SF required. Block 5 to contribute 2,006 SF of the required 74,488 SF.
STORMWATER MANAGEMENT NOTES
Per the approved ZMA201900003, regional stormwater facilities are provided for Blocks 2-5.
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.
FIRE MARSHAL NOTES
A knoxbox is required for each structure. Location to be coordinated with the fire marshal's office staff.
FIRE FLOW
Available Fire Flow, AWWA Q20 is 4,644 gpm. Required flow is 3565 gpm.
VDOT NOTES
1. VDOT will only maintain within drainage easements to the extent necessary to protect the roadway from flooding or damage.
2. A Traffic Maintenance Plan (TMP) is required to obtani a permit to work within VDOT Right of Way. The TMP shall be
prepared by an Advanced Work Zone Certified person, certification card and verification number is required on the TMP
submittal.
3. Pavement designs for areas and entrances in the R/W shall be developed using the Pavement Design Guide for Subdivision
and Secondary Roads in Virginia and must be based on in place material at the time of construction.
SDP2021-00022
TAX MAP 76, PARCEL 46AB & PARCEL 54
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE:1n=500'
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Claue Frances
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A a Park -
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Azalea Park
Dog Park
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The Woodlands
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of Charlottesville 0
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LID LYNCHBURG
ROAD_
ReMlelds Q \ I' -
rmmunity Pool
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Villas At Southern Ridgev Ba ''�SMMt PIueQ mrm .a
ni< ITE Apartments rTH STREET
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®Aloamerle County Fire StN`
Rescue-Admimetrelion
Oak Mtll Market B Deli O-,-marle County
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Calvary Chapel Q
Charlottesville
Kingdom Hall of
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BISCpiI Run Sate Polk Q
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SHEETINDEX
C1 COVER
C2 APPROVED ZMA201900003 PROFFERS
C3 ABC PERFORMANCE AGREEMENT
C4 EXISTING CONDITIONS: OVERVIEW
C5 EXISTING CONDITIONS - BLOCK 2-5
C6 SITE & UTILITY PLAN
C7 GRADING & UTILITY PLAN
C8 STORMWATER PROFILES
C9 SANITARY, WATER & ROAD PROFILES
C10 LIGHTING PLAN
C11 LANDSCAPE PLAN
C12 LANDSCAPE & SITE DETAILS
C13 SITE, VDOT & ACSA DETAILS
C14 ACSA DETAILS
C15 SITE & ACSA DETAILS
C16 MAINTENANCE OF TRAFFIC
APPROVALS
Current Development Planner
Date
Current Development Engineer
Date
Architectural Review Board
Date
Fire Official
Date
Building Official
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
Hohday lm
L]
IMAGE PROVIDED BY GOOGLE MAPS
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO
COVER
C1
Original Proffers X
Amendment
PROFFER STATEMENT
ZMA Number and Name: 2019-00003 Albemarle Business Campus
Parcel ID Numbers: 07600-00-00-05400, 07600-00-00-046A0, and 07600-00-
00-046FO(portion)
Owners: 5"' Street Forest LLC and Region Ten Community Services
Board, In1cc..
Date of Proffer Signature: S eP}e..�-Kr 1'T 2020
10.17 acres to be rezoned from R-2 Residential to Neighborhood Model District
2.88 acres to be rezoned from R-10 Residential to Neighborhood Model District
0.58 acres to be rezoned from Commercial Office to Neighborhood Model District
Total: 13.63 acres to be rezoned to Neighborhood Model District
5'h Street Forest LLC, a Virginia limited liability company is the owner of Tax Parcels 07600-00-
00-05400 and 07600-00-00-046A0, and is the contract purchaser of a 0.58 acre portion of Tax
Parcel 07600-00-00-046FO (collectively, the "Property"), which together are the subject of
rezoning application ZMA No. 2019-00003, a project known as "Albemarle Business Campus"
(the "Project"). Region Ten Community Services Board, Inc. is the current owner of Tax Parcel
07600-00-00-046F0. 5'h Street Forest LLC and Region Ten Community Services Board, Inc. are
hereinafter collectively referred to as the "Owner."
° Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle
County Code), the Owner hereby voluntarily proffers the conditions listed below, which shall be
applied to the Property if it is rezoned to the requested Neighborhood Model District (NMD).
These conditions are proffered as a part of the requested rezoning and the Owner and applicant
specifically deem the following proffers reasonable and appropriate, as conclusively evidenced
° by the signature(s) below. Each signatory below signing on behalf of the Owner covenants and
warrants that it is an authorized signatory of the Owner for this Proffer Statement.
1. INFRASTRUCTURE IMPROVEMENTS:
a. Prior to the issuance of certificate of occupancy for any building with a use that solely
or collectively (with other existing uses on the Property) would generate more than
487 vehicle trips per day, the Owner shall contribute Five Hundred Thousand Dollars
($500,000.00) as a cash contribution (the "Cash Contribution") to Albemarle
County's Capital Improvement Program (CIP) fund.
1
Owner of Tax Parcel 07600-00-00-046F0:
REGION TEN COMMUNITY SERVICES BOARD, INC.
a Virginia corporation
By: Qh1= a
Lisa Beitz, Executiv director
4
b. Prior to or concurrent with the Cash Contribution payment, the Owner shall dedicate
for public use a portion of the Property, as shown on the "Single -Lane Roundabout
Exhibit" prepared by Shimp Engineering, dated March 18, 2019 with a revision date
of March 16, 2020 (the "Roundabout Exhibit"), attached hereto.
2. TRIP GENERATION: Daily and peak hour vehicular trips shall be noted on all site plans
and zoning clearances on the Property. Site plans and zoning clearances on the Property must
contain a note that itemizes each proposed use, and if applicable, each previously approved
use that is expected to continue, with its affiliated daily and peak vehicular trips. Neither a
site plan nor a zoning clearance shall be issued if the combined uses on the Property are
estimated to generate a number of daily vehicular trips exceeding 3,200 or a number of peak
hour trips exceeding 509. Trip generation numbers shall be derived from the then -current
edition of the Institute of Transportation Engineers Trip Generation Manual and shall account
for internal trip capture for mixed -use developments, as determined by the Director of
Community Development or the Director's designee.
3. PERFORMANCE AGREEMENT: The Owner shall develop the Property and the Project
in accord with the terms and conditions of that certain Performance Agreement between
Albemarle County, the Albemarle County Economic Development Authority, and 5"' Street
Forest LLC, dated April 15, 2020 (the "Performance Agreement"), as it may be amended in
the future pursuant to the terms and conditions thereof.
(Signature Pages Immediately Follow)
2
4 TRUCK
APRON
20' OFFSET FOR ADEQUATE
SLIP LANE SEPARATION
16' LANE
DEDICATION
40 0 40 80 120
Graphic Scale: 1"=40'
i
WITNESS the following signatures:
OWNER:
Owner of Tax Parcels 07600-00-00-05400 and 07600-00-00-046A0:
5T" STREET FOREST LLC,
a Virginia limited liability company
By: AS&
Kyle Redinger, Manager
COMMONWEALTH OF VIRGINIA
CIT COUNTY OF Cho\e- , to wit:
The foregoing instrument was acknowledged before me this 1` 0' day of S e_Q,�- ha, 2020
by Kyle Redinger, Manager of Albemarle Land Development LLC.
My Commission expires: o� \'3iL�
85' SLIP LANE RADIUS
'.5' CURB & GUTTER
/-4~ LARDS-GARE STRIP
SIDEWALK
/-1' MAINTENANCE
/ N-150' INSCRIBED DIAMETER
3
12' TRAVEL LANE
T-
otary
SEANDELLE RENEE KORTE
Notary Public
Commonwealth o/ Virginia
Registration No. 358491
My Commission Expires Jun 30, 2021
ZONING MAP AMENDMENT
ZMA201900003
ALBEMARLE BUSINESS
CAMPUS
SINGLE -LANE
ROUNDABOUT EXHIBIT
Sheet 1 of 1
This exhibit is shown for roundabout
feasibility purposes. This exhibit shows a
roundabout with a 150' inscribed diameter,
slip lane, and pedestrian improvements.
Approximately 0.05 AC (2350 SF) ROW
dedication from the eastern portion of
the project property may be required
for a single -lane roundabout with a 150'
inscribed diameter.
Key
Area on project property
that may be required for
roundabout improvements
Parcel boundary
TMP(s) 76-46A, 76-54, Portion of 76-46F
Submitted 18 March 2019
Revised 17 June 2019
Revised 29 July 2019
Revised 13 September 2019
Revised 16 December 2019
REVISED 16 MARCH 2O20
project: 18.004
SHIMP ENGINEERING, P.C.
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARBI
2021.03.22 [FINAL SDPI
2021.04.05 [ACSAI
2021.04.13 [FINAL ARBI
2021.04.26 [ACSA, BID SET]
2021.05.14 [VDOT, ACSAI
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO
s
APPROVED ZMA201900003
PROFFERS
C2
d. Severability. If any provision of this Agreement is held to be invalid
or unenforceable, such provision shall be severable andthe temainder
of#his Agreement shall continue in full force and effect.,
p.. Counterparts. This Agreement may be executed in multiple
fouftterparts, each of which shall constitute an originand all of which
allzgnstitute one and the same instrument.
B IFgdvi ermng Law. This Agreemen shallbe govern onit$�"ru
Iin aCc4rdance with the laws o unWe;W4V]rginia,rwithuut
refar� to conflicts of law p i
�]Exhibit. The Pro a%tea t is not a site is r e r lec
ended to show the rations of rtem_re n� i3
Agreement.
-2, DD--- bPEWS OBLIGATIONS
-a..1teTtorung. The Developer has ] trrodified_rapplication for rezoning of the
Eert�peIng before the emarle County Planning Commission. The
oper shall use its best efforts to �mplete the rezoning from
' Efi'al_Area (R-14 & $-2) to Neighborhood. Model District by July 31,
20.
& I ceptuala Pl aan. The] Developer will submit a conceptual building plan
(n6luding a rendering and/or architectural drawings) to the County's
-Office of Economic Dew Io ent (EDO) within four (4) weeks of thei
]Zoning Approval. The E�DO''will have one week to review the plan for
approval and concurrence, which shall not be unreasonably withheld.
g�overnmentalApproval & Permitti>aR1 The Developershallapply for
muse its best efforts to obtain all governmental approvals a-nd4Mrmits
pecgssaryto construct a wilding or bnildings with at lea Ug o o- t' s ]uarel
Meet of space in which to locate a Primary Business and provide Class A
Office Space. In addition] to the Rezoning, this includes the approval of a
site plan.
a Capacity. The Developer (gohiding the manager and all members and
partners) must demonstrate financial capacity to the County and pass a
oneral background check, both satisfactory to the County. Such
proprietary information will be, provided subject to a confidentiality
agreement from the Cow hi form and substance satisfactory to the
Developer. Any information provided subject to such confidentiality
�greement shall be exempt from disclosure under the Virginia Freedom of
reformation Act.
el R serve Space for Primary Business: The Developer must reserve
q# east 25,000 square feet ofPassA Office -Space within Block 2, Block 3,
or a combination of the Bloom cl s I Blocks are shown on the Project
Exhibit) as the Developer and Ve County may agree. This space
reservation will ]continug for 6p months (or La Primary Business to occupy
4
from when the Developer has obtained the later of: '(i�si`te plan approval
or (ii) Architectural Review Board approval for a building on either Block
with sufficient space. A "Primary Business" is a commercial or industrial
entity that produces goods or services locally and generates more than 50
of its sales revenues from outside the Charlottesville Metropolitan
Statistical Area (City of Charlottesville and the Counties of Albemarle,
Oreene,]F'luvanna, Nelson, and Buckingham).
fi Ikasd to -"a Primary Business. Subject to Subsection (e) above, the
Developer�agrees to lease or sell at least 25,000 of Class A Office Space to
aacredit *&thy Primary Business at a fair market rate or fair market value
f�the�may be. The Pevee lopes and the County agree to bargain in good
O a�hsfy the c9ndition.
Enhanced Co ves` The Developer will provide enhanced
connectivity throb-gliddt Zt to provide community access from the
Project's southern boundary tg * northern boundary nhanced
connectivity will include pathways paveds �draisdkanse pedestrian
road crossings. The final design nuist s7 bktantially cam. orturith the
Rroject Exhibit.
1p �D_yrtamic Transport Pick -Up. The Developer will pfovide spacgyit in
the Project for automobile assengers t access f-0 'ire hailed trans
]services (i.e. taxicab, transportation network [partner, ANT vehicle, or
otherwise) as shown on the Project Exhibit.,
i. Enhanced Bus Stop. The Developer must pnMd6an enhance bus stop
along the Project's southern boundary to accommodate public
transportation. The stop -must include a glass shelter, lighting„ kdequate
s-elating, and bicycle parking racks. The design and provisions are subject
to the County's approval, which cannot be withheld unreasonably.
cycle Racks. The Dave�dpr midst install bicytl�irking r�al�
ldings within the Proje
k. Rog shown Park. The ect Ex per shall c�tnievt��� 1 ar
own on the Projecti�i�unless the D ei and the[quirrIity agree
otherwise.
3. COUNn'sIOBLIGATIONS,
a. The County, by and through its Economic Development Office, will create
collateral material to provide to its consultant, Retail Strategies, to market
retail space in Block 41 of the Project for two years from final approval of
the site plan.
b. The County, by and through its Economic Development Office, will co -
market the reserved z�pbo square foot space to prospective eligible
Primary Business teuantg-or purchasers and will provide Developer with
leads until the space isr-occupied by a Primary Business or five years from
e final site plan approval, whichever occu> s sooner.
5�
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
U
iEa<�
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO
Im 11A
ALBEMARLE BUSINESS
CAMPUS PERFORMANCE
AGREEMENT EXCERPT
C3
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
Cl
14°02'41"
1964.86
481.64
242.03
480.43
S69°20'20"W
C2
20`32'06"
502.76
180.19
91.07
179.23
S44°51'01 "W
C3
48`40'38"
452.46
384.40
204.66
372.94
S58°59'34"W
C4
29°40'22"
481.31
249.26
127.49
246.49
N81 °47'46"W
C5
14*15'06"
578.08
143.79
72.27
143.42
N85°50'49"E
C6
25°23'26"
119.55
52.98
26.93
52.55
N65°58'00"E
C7
15°56'56"
538.87
150M
75.49
149.52
N45°19'29"E
C8
18°52'24"
401.04
132.10
66.66
131.51
N27°49'16"E
C9
3*01'13"
3044.10
160.47
80.25
160.45
N19°59'49"E
C10
1°07'32"
525.00
10.31
5.16
10.31
N30°15'12"E
C11
7°31'22"
200.00
26.26
13.15
26.24
S76°14'42"E
C12
26*12'51"
601.62
275.26
140.08
272.86
S02°48'4611E
C13
0°28'02"
3044.10
24.82
12.41
24.82
N21°44'27"E
C14
0°53'42"
3044.10
47.55
23.78
47.55
N22°25'19"E
L-I
JUU UU UU YV
U�.UY
L2
S72°02'03"W
53.34
L3
S57°28'58"W
51.57
L4
S56°46'20"W
110.53
L5
S89°47'34"W
42.66
L6
N56°49'31"E
25.00
L7
N87°55'38"W
91.84
L8
S56°49'31 "W
51.00
L9
N33°10'29"W
31.31
L10
S02°12'39"W
17.83
Lll
S83°12'36"W
176.56
L12
S06°37'57"E
25.00
L13
S83°22'03"W
47.69
L14
N78°31'14"E
30.72
L15
N53°15'37"E
23.02
L16
N18°25'37"E
137.78
L17
N30°49'58"E
14.20
L18
N59°09'56"W
3.82
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
U
183
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO
ffoo 11A
EXISTING CONDITIONS:
OVERVIEW
C4
VDATION
II�'�/v//// /�/J v v v v v STAN DAM BT.M '76-46F (POR / ( 1/\/T\�,/ L / \ Iby v GION TEN �bM C INC.
09
- I I 115
—D.B.1005 483 PLATD.B.72'Z-518 PLAT�RFOUND / "MANAGED SLOPES''2'55"E 2.270 / ZONE: CQMMERCIAL OFFICE
/ [,SSE: OFFICE
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\S56°53',57"W\ 388�51 \\\ '� — \\ \
' `"" I ENGINEERING
A LAND PLANNING - PROJECT MANAGEMENT
_\ /' / ' // \ �I 912 E. HIGH ST, 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
CA
\ sp \
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I / \ \ // \ \ S: U J ST M. IMP > n
T.M 76-54 /
\ \ \\ 76o \ / \--------- - 5TH STREET` OREST LLB\ - > Lic. 183
1
I
S \¢�p� \\I \\ \J /' //I / I / /' //' \ ____-----� D.B.5531-570
RELOCATE SPEED
} A LIMIT SIGN / / / / / \ / 30/
11 I 6 \ i \ 1 / � � � / \\ ; � / /--- �_------ '''���.�\4573--2�D------- _ � ,, i � 1\ �SStoNnL ti�'G
.0 \' y I /-I / / \ �\ \\ / - D.B.4431-372 "_- __/'' / / \
-------------- D.B.4367_96;"
--5el 502 _.Pt-A-T' MASG \\`\
\ / / / - _-- NAIL
\ \ _ � \ FINAL SITE DEVELOPMENT PLAN
\----___-- I / / D.B_21Fi8 1-06" THRU 1�9CAT
II 'I _ _ _---\\\ ; _ - - - �o-NE- NMI__--""- --_--- FOu \ ALBEMARLE
--\ i \------ \\ DRAINAGE) // J / // /' ___------ ' - ''' BUSINESS CAMPUS:
/ \ m4G— / MANAGED SLOPES / N P 429 65 / / — — — \ \ 6
S
\�r � Ls-_ - - -- � � - , I � I -� 1 BLOCK 5
- SPAVED x—x —x —x�x--z-- xx4x _X \\ \\ \ \ _DEMO 17.63 LF PATH TBR AT �4 v — — TS _ --- x x —\_ \\ \\ \ --- __---- of CULVERT �� I ALBEMARLE COUNTY, VIRGINIA
x-4zo—_
O O BLOCK 3 dc� _ _ — _ _ — — / R >< = — VERT \ \ ' ' — _ — — — — — — —
o — — — -CONSTRUCTION_ — — — — 0 S \ x \ X — — — \ RDEMO �F \ \ — _
\ — — — \
_
\ \ \ \ \ CONS7A,ION - - - - - - - 2020 10 05 [INITIAL SDP]
I \
--_--- N=�D
- X\\ �x - 1NV.IN= (A>o REVISION:
o u m O I 2021.03.22 FINAL SDP
X _ � � D I I 2020.12.21 [FINAL ARB]
/STATE ROUTE'' 631 5TH 1 \I \ -- - - \� 41274 C I P i I 2021.04.OSIACSAI ]
VTR STREET) T) 420 v D I 2021.04.13 [FINAL ARB]
/ / ` , / O 2021.04.26 [ACSA, BID SET]
_ _
VA R I A B L E WIDTH R/% W /' + ' o \ \ \ ` - \ — - _ _ 2021.05.14 [VDOT, ACSA]
D . B. 12 0 5 - 314' ' /' \ \ - - - - - - \ \ I 2021.05.19 [COUNTY COMMENTS]
' / \ _ -430 / 2021.06.07 [ACSA &MEP COORDINATION]
B�� KO3AIL TBR A
-' D.B.436-7-496, 501 &I502 PLANS CCNSTRUCno4 %T _ - 2021.07.06[FINAL SDP]
N FILE NO.
—440— II 18.004
PAVED
D = - - - - BLOCK PATH 18R \\
445.08 / CONS�uC1104 AT \I `\_\ \ \ \\ \\
INV.OUT= N \ \ EXISTING CONDITIONS
/ \ \ \
425.22 & DEMO
30 0 30 60 90
SAN MH — ,'
�''��' TOP 4 89 — / �/' Scale: 1��=30'
�
� I(JV=437. C5
O\
A3
\\\\\ \\\ \ 1V\111 MG
�nECTS
ON EXC S VE / \ \ \ \ \ \\\ \ \ �`... ST RMSR`PERE
\
NEW CROSSWALK OS-- - EASEMENT CCESS
NEW 6' & V.W.
NON-EXCLUSIVE AN MH
- PEDESTRIAN ACCESS TPP-428.64
ASS B TYPE 2 STONE DUST EASEMENT R / V=418.6 '.
CLASS
PATH AMENITY q2 \ \ \ \
G�
0 2% MAX SLO E x
ASPHALT LANDI - WALKNG ( A A A
2,006 SF \\\ \ \\ \\\
n - 5 --- CLASS B STONE DUST TRAIL cC)y'�,��
EC-
- l� - 3 TING.\x
2" HOP0 � C) G�Rg AL SWALE•.
TO 1�
_ 24' DRAIN BASI 7-
- u
n \ \ \ \ \ \ \ \ \ \ \
I C NO �%'X if v v vvv` vv vvv` C vv` vvv` vvv vv
O LOADING AREA 8.0'
O .0' R R2 .0' v vvv ` v v v vvv `vvvvv v ONN`EQT,, v v v
O - 0' PUBLIC DRAINAGE EASEMENT R3.0' \ \ VA \ AA VA V AAA VAA. 8,. CA �A ��
rn 7x765UGACL. ER PAD FOR (2ODL.IRASHTIr�- 0 18y E - 13 PARKING 6 \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ 8E8)8 w.P_w
_ 8 HDPE 54.0 O INV 440.0 a I \ \`\\ \ \\\ \\\ \\ "GV
\ \ \\\ \\\\
D EX. SWM POND TO C 0 IN 12R HDPE 24.1' / "� o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ d, \ \ \ \ \ \ \ \
J REMAIN. CONNECT ' -. EONC.:. WALK - 43- ° - R. eo i+o r+o Ro ao Ro ao
c w vv vv vv vv v vv
I - O POND OUTFACES TO z3o.eo R15.0'
\ \ \ \ \
WMSYSTEM STAIR A - \ \ \ \ \
• D � -NEW SB
---'---- 8 STAIR ROOF DRAT 0 INV
OJ / 8' ROOF DRAI w VvA vAv VAA vvvv vAv v vvv v VvA
X MIN. SLOPE VAT R A 438.0 MIN. SLOPE 2% \ \ \ \ \ \ \ \ \ \
\
Iv � G wO CAP
2 0' 6" V v
A
VVVIII vv` vvv` vv` vvv` vvv` v Sx ,¢ vv
X 1 t w C P KING IGN w \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ ` \ \ \ \ ` \ \ \ ` TE
= 5 m SELF -STORAGE + RETAIL
- 10 LF CLASS m -
'20,987 SF FOOTPRINT
\ \ a
Z - Al RIP -RAP a v v \ \ \ \
-, RESTAURANT BFE#1 432.67 ro
-. ®9" DEPTH � -- TENANT 1
\ � } BFE#2 432.67 �
2,298 SF 2,0 SF - SD -35 \ \ \ f
N FEE 454.00 FEE 45 . 0 FFE#1 443.00 I I \ \ \ \ \ -
O- EL T R B SAN L T INV \ Z
FFE#2 454.00 - �. -----
NCOMING 2" SERVICE - ` ®C 431.
O =- } FFE#3 464.67 /
N z 4"SDR-35 CAN BE SUBMETERED
-_ O SAN LAT INSIDE THE BUILDING FOR MAX. HEIGHT: 43' -
1.5" METER VAULT. STORAGE
O -- c CAP LINE AND USE INVOC/0 OPTION OF INDIVIDUAL I OFFICE
Y
TENANT USAGE TRACKING 755 SF
=J } COMPRESSION FITTING 440.0 6.0' GONG. SIDEWALK (TYR AEMNTAccEss
AccEss SMALLER METER IF R3.0' _ J
MILL & OVERLAYEW NOT NEEDS w� INLINE C INS C TUB ®2.0% SLOPE
PPROX. ,210 SF /� /��S ���� S \� \SAN LAT
PER _2 J - �/ o00P SIGN EASEMENT VA OM PRS ,V S -S S -S -S -S S -S S S
_ FOR SMAL -
4.0, ,0 fi"RIS - - \NEW V.W. ACCESS MEN \ \ NEW V.W. ACCESS EASEMENT
PARKING •- - _.. -_ - ..._
O SIGN 4 B _2 .. G- ' 43 .j? -'< s / :-.-SWLAT;INV
o a.-.. .O
dLP• „ Z o C �12 . /
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T
r\ 2 .2• FHA i i I Y _ o. w UP V 4 2.94 DOW20.0'-
�' \n VISION LANE INV 442.74 CONNECT �E - -
6" DIP WL CS \ NEW 20' ACSA EASEM€�N�'� nR500.0'
�' CRoS WALK - TO C6 INV IN 44Q00 ER ABL CON AYN25- �-
�?'. n (TYP. I d O . d SAN -. _Fi.TY 53 ON -STREET - - - - _ 90°
ME E CR P "�
-- 6" GV x N-NUNa x s o -,4' PERIvj ABLF�, CONCwRETE �AVEI S CR&SSWA�K 6"C�V 4" w 8" D(� WA R Llf VIS L �t "GV -
PARKING SPACES ION ANE I
' MOUNTABLE 1T j4'GV TtO 8' DIP WATER LINE / - _ _ _ _ I _ - - - - - - - _
8" GVI_X -4�w -w -w - w w -w , w -w -w w -w -w -w -w -w -,�w� w -w �w -w -w - %� rt _ w - w w w - -w w, vex -w -w -w -w -w -w -w -w
CURB (CG-3) SHIMP
& -6 8x4 TEE 6 GV 1 CURP s 8x6 / 8 4 �n 5' CROSSWALK (TYP.h
o . 20.0' STOP - •- TEE y TEE
GV o-
9.0' 9 _ -1�C)' - R6. .CG-2 ® .0 C3 4FHA WATER - R35.0' - ENGINEERING 2-
2 0'
26.0 NEW 20 ACSA EASEMENT P
Ro LINL B LAND PLANNING - PROJECT MANAGEMENT
CG-12 C =12` �G=12 6' PLANTING STRIP _
6' PLANTING STRIP _ - _ _ -
_ .. _ _ - -:i - MILL & OVERLAY
- STUB - ONG. �8IDEWALK'. TYP.
TYP 'a- .0 ( ) ,v.'
S.IUEWALK. -�° . .-• - ,. � e :.... - APPROX. 680 SF PER
_ - - J- t LAT NEW V.W. ACCESS EASEMENT m WP-2
-� NEW V.W. ACCESS EASEMENT SDR-35 SAN LAT ' SDR 35, SAN gag - 912E.HIGHST. 434.227.5140
STUB I® 2. %SLOE �• cY
R60.0' INV 0 C/O 440.0 \ / TTER PAN _ _
-0- Z FOR THIS INL T 1 ZQ' CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
� Iw
N pE/ B
UTILITY NOTES: a
Lr
1. BACKFLOW PREVENTION IS REQUIRED FOR SERVICE \ \ IS
LINE CONNECTIONS.
2. ONLY A SINGLE SERVICE TO A 1.5" WM WILL BE ���� I U J sT M.jS IMP v
PROVIDED FOR BUILDING. FUTURE TENANTS CAN \ ! Lic.�%GgSZ]� 3
INV. 46 . - Z SUBMETER INSIDE BUILDING IF DESIRED.
3. REQUIRED FIRE FLOW = 4,750 x 0.75 = 3,565 GPM FOR�SStoNnL ti�G
TYPE IIA BUILDING WITH 103,500 SF FLOOR AREA WITH
AUTOMATIC SPRINKLER SYSTEM. AVAILABLE AWWA
- Q20 FIRE FLOW IS 4,644 GPM PER ACSA FLOW TESTS. B,
FINAL SITE DEVELOPMENT PLAN
4. BUILDING FDC IS 97' FROM THE ADJACENT FHA / I ALBEMARLE
OI N \ \ I
BUSINESS CAMPUS:
BLOCK 5
ON W TO NXISTING
STM PIPE
ALBEMARLE COUNTY, IRGINIA V
- q New 20' A CSA EASUBMISSION:
�
Z
SEMENT�� B3 i� N �I
pR �-uD
8 • DIP -/ O 2020.10.05 [INITIAL SDP]
- R
- ' o mlmCD REVISION:
_ __ sj 0 m A 2020.12.21 [FINAL ARB]
O
STATE ROUTE 631(5TH STREET)
ONNECTS
ISO RISTING 6, 4 WAD 2021.03.22[FINAL SDP]
O 2021.04.05 [ACSA]
VARIABLE WIDTH R/W I 2021.04.13[FINAL ARB]
D . B .12 0 5 - 314 2021.04.26 [ACSA, BID SET]
I 2021.05.14 [VDOT, ACSA]
D.B.4367-496,501 & 502 PLANS 2021.05.19[COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO.
/ 18.004
/ SITE & UTILITY PLAN
SAN MH
TOP=446.89 30 0 30 60 90
INV= 437.40
Scale: 1 "=30'
n
\
\ ✓
/
II / vv � I I � I I I/ j �' / � — � / / /✓ / V I I I
450-430
I
\ s I I _ NON-EXCLUSIVE / / / /
/ I �- _ - PEDESTRIAN AO-CESS---------- --
�/- l - €A-SEivlEid�---- _ ' / �' _ ------ i'
_-------
\ -- -----' _ W 6' & V.W.
_----------ANON-EXCLUSIVE - 1 AN MH
�/ I J I
--------- _ '� DESTR �'
- '-------- " APE LESS ---- OV 4188.64 '
------ — -45 '' -EASEMENT Z /� _ / I �
40---
\
C \ \ T 4280 i' Si''i
A6 020 — '' / ' I a �/ / // / w �w —w W w
- w
> 4333� o ��� v vv �� 4 a_
D O PLMAIN. PONDTO\ 0 4 - T \ _ \ \ \ - ' \ ' — / -' / II / i/ ' / / - ' / / / / 4.),O / / / \
ad ao ao ao i /
�I >\\ I I I / I REMAIN. CONNECT / /— —_ i \� / ! ' E
I, D \ I / STAIR A w
n XI \ _") SWM SYSTEM �\\ I \ \\\ \ \ \J' / / II / / ' j
NEW
\ I _; \ ` _ / /ELEVATOR ,A \ \ r — — — — — —
FTl / i o \ \ / 1zD
L
I I tea. liQ"TP\f
...,RESTAURANT \ c — �a
\ \
C I ° 4 TENANT 1 v FF L 43:33 _ �� ELF _ $ v v �V vv 4�gg � 4_s/ / / ///lI li
�CC -z \ } oo -2;298-s — — o sF _ \ BFE#2 � \— — Z s 1 \ \ / ' / / , — /
N G --- FFE 454.00 F 4 0. �— \ ^'' j
V A —V — 1 v.ti_ lam`
LP FFE�}2 454.00 \ \
O� EI I ENTAL BLOCK REV. / / I _
N = WAL2 W. 42'�HANDRAIL\ } oo \S 5' ° \ .53A3 \ \ \ \ \ \ \ FFE#3�4fi4.67 \ \ \ - \ \ \ \ \ 31
M ,, W LL NEIGHS T A I \ \ MAX. HEIGHT: 43. \ \ 5 AG`E
\ — pp EG NT BLOCK \ �R _
\\ WALL H T=6� } 55'- €ZAI NG PoA �� 11 Imo.\ �\ \ SEGMENTAL BLOCK \ �1 -420 / /
V A OF CAE �` /
VC I I A RET7VINING WALL v v Ai515 sFv - �I - / / -- �' '
MANAGED>SL S - EY�`V.�^/ ACCESS \
\ W. 42� ANDRA I v v v - I v/ / / / ' V \
\�.MAX El T,2.0' I I "\ EASEMENT \ MAX GHT 2.7' \ \ \ _ _ / // 4-?8� \ / � I / � � / /
ACCE s- 5
U J —
S
i
6 i
I \ Y EASEMENT56 5553 ( S��S\ —5 S?�5 S 5�5
/ - _� o. ..\'. 543 .-•5h�-°s`•-s a x�' .ram �., �,. \ 45. ° \ 1tl- _ �'_ ' ' / NEW V.W. ACCESS EA
_
� 5 \ �� \\ \`
I .. _ /
.a.
ez'i 5.0% vv �s_V/ i V �N v
SHIMP
60 - _
2.
—w w w�W—w= =w�W—w\ w—W�—w —w w—W\ w=w w�% wow — —w _ _ - - w— —w w�w=�—w w W=j/ w —W w—W w�W W ow WLW—w— 11— � �'/ ENGINEERING
' A�I LAND PLANNING - PROJECT MANAGEMENT
_
F h /
.227.5140
I .- _ , _ _ _ _ _ . • . . - - , _ ,,, ,.._ __ .. - __ . _ , \ �\ \ :. o �g M - ,\- , -� - _ - - CiHAR OTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
\ \ \ / / NE V.W. ACCESS AS MEWT / IJ~ 3B.
I 1 \ NEW V.W. SS EASEMENT \ \ \ .. �. .. J .. .\ � � - \ \ \ /
\ \ \ \ \ \ \ \ \ >
B3D
J ST M.� IMP
\
ell
.h
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
420
Is,\ s _ _ — — - _ ALBEMARLE COUNTY, VIRGINIA
0 0 \\-------- — — — — — — — — — — c=-- ---- os \ \ - - - _ \ \ � \\\ \\ \\ - 1 _ _ 1 \ SUBMISSION:
r ----- _ - u'I I 2020.10.05 [INITIAL SDP]
I I / N=�= II II REVISION:
In >' o I I I 2020.12.21 [FINAL ARB]
I
ENTRANCE
WALK WIDTH
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D. m 0 II 1 I 2021.03.22 [FINAL SDP]
7) I/ N I \ _ D O I i 2021.04.05 [ACSA]
D `" 1 \ 5 T' / ' ] - - - \ \ \ \ \ \ \ _ J I / I v I I I 2021.04.13 [FINAL ARB]
VTR E E T) � _ ,_ 42G
\ - / O I I 2021.04.26 [ACSA, BID SET]
WI D TH R/,/ W /' / / l \ ` \ — _ _ _ _ / / I 2021.05.14 [VDOT, ACSA]
0 5 — 314' / /' / / / / \ I 2021.05.19 [COUNTY COMMENTS]
501
2021.06.07 [ACSA & MEP COORDINATION]
0 1 2021.07.06 [FINAL SDP]
&1502 PLANS _ - _ _� ,i i i i � FILE NO.
' \
—440
18.004
\ GRADING PLAN
30 0 30 60 90
1 RETAIL AREA GRADING EXHIBIT -
SAN MH -_-- '
/ TOP M46.89 / C 7
C7 1:20 /SrO=437.40' /
Scale: 1 "=30'
IOU
455
450
445
440
435
430
425
420
415
410
405
400
m
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GRADE
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00
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z
1n 00
STORM SEWER PROFILE A2-A8
C8 HORZ: 1"=30'
VERT: 1"=10'
455
450
445
440 r^
mil
435 N
430 M
I
0
425 -
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420
415
410
405
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12" SEP
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2 STORM SEWER PROFILE A2-C6
C8 HORZ: 1"=30'
VERT: 1 "=10'
450
445
440 3
TL
2
435
430
425
420
415
410
AIR
405
400 10+00 10+50 11+00
B
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m
N
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4 STORM SEWER PROFILE B2-B4
C8 HORZ: 1"=30'
VERT: 1 "=10'
450
445
N 440
435
430
425
420
415
410
405
11 +50 400
12+00
YIV
445
3
440 i
w
435 z
430
425
420
415
410
405
400
12+50
13+00
13+50
14+00
14+50
15+00
B
N
--- --
AN
/
o
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N M O
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10+00 10+50 11+00 11+50
5 STORM SEWER PROFILE B3-B3E
C8 HORZ: 1"=30'
VERT: 1 "=10'
12+00
12+50
450
445
440
435
430
16 LF
HDPE
425
420
415
410
a405
13+0000
15+50
16+00
455
450
TRENCH
TOP 443.23
445
440
PE IN FROM 90'
AL BEND ROUTE
17+00
L TWAL
450
4R5
445
430
CC
440
L425
m
I
435
420
z
430
415
425
410
O
420
405
H
O
415
450
445
440
435
430
425
420
qq z 10+50 i1+00g15
16+5000 10 00
3 STORM SEWER PROFILE C2-C2A
C8 HORZ: 1"=30'
VERT: 1"=10'
460
455
450
445
440
435
430
425
420
415
410
y405
17+5000
2
-CAN USIT
MH-1 COVE
M O �
M O
O N O
n+
N O
Z
� N
NN
N
NN
455
450
445
TI ON
440
435
430
425
10+5 10+00 10+5t20
6 STORM SEWER PROFILE C3-C3A 7 STORM SEWER PROFILE C5-05A
C8 HORZ: 1"=30' C8 HORZ: 1"=30'
VERT: I -IV VERT: 1"=10'
455
CC
450 i
Z
445
440 zi
Cal
435 z
430
0
425
a
0
420
I ME
P�r11�I.m
1�
I1
1�r11�37�
1�
1�
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445
445
440
440
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435
435 M
,
a
2"
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o
430
430 z
425
425
0
420
III
III
11 -m
ME
SHIMP
ENGINEERIN 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
U
I I'
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO
STORMWATER PROFILES -
BLOCKS 2-5
v/u
465
460
455
450
445
440
435
430
425
420
415
410
405
4
EX.
NEW
3.5' MIN.
— —
VS"
97
L tj
CAP
M
-""-LINED EXTERIOR
CLASS ZINC
52 DIP WATERLINECO
TED
COVER
rRAnF
STANDARD EX.
GRADE MORTARS LF INTERIOR CEMENT...—
LINED, EXTERIOR
�00000000v.: CLASS 52 DIP WATERWNECOATED0000000000o
955;
—
\
/
i
\
vvvvVVVVVV
VVVVVVVVVvvvvvvvvvvvv
—
osz¢........
MO
01t+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
1 WATER MAIN PROFILE
C9 HORZ: 1"=30'
VERT: 1 "=10'
7A
460 460
1 a
rn
z
455 94
w
z
z
w �
oFINLVVN
450 a 450
0
o a
Z Q O 2
445 w z p- N 445
m� —
w x n x f w p m --
440 z _ o a '' x �r _ 440
3rno --- --- --- \ —
N \ N DE
— —
435 w o NEW
435
GRADE v
430 _ — Tzff vvvvvvvvvvv vvv 0.627 N 430
� v vvvvvvvvvvvvvvvvvvvvvvvvv
O N
O N O O
_ — - aim
425 vvvvvvv vvvv o......0000vvass 425
-- O NO —
6avvvvvv vy ' t0 c01� O— �Q vvv >
v v v v v v vt (y Pgfyv > —
420 420
co o x—
> Z JJ
415 ww 415 z
0 55
>z
z
410 — 410
405 {{yy 405
N N O! O
OEl
N
400 a a a a a a a a a a a a a a v v < 4400
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
2 SANITARY SEWER PROFILE 1 A-7A
C9 HORZ: 1"=30'
VERT: 1 "=10'
0 0 0 o rn
N� WOE �I� QUO alp tiJ cO
6W 6W 4w QW 6LJ J
55 » S » 55
470
465
460
455
450
445
440
435
430
425
420
m
41
19+00
PVI STA. 13+20.00
PVI ELEV. 459.82 — PVI ELEV. 445.82 PVI ELEV. 443.42
36.00VC 78.00VC 31.98VC
239.53SD 253.60SD 265.37SD
vv Val
2.QW LL
in m rntIm rn o n
470
465
460
455
450
445
440
435
430
425
420
415
410
405
00
19+50
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o. l�pl
r�
O �
u J ST M.4; IMP Y
Lic. 183
I � �
SSIONAL E�
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
470 BUSINESS CAMPUS:
465 BLOCK 5
460 ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
455 2020.10.05 [INITIAL SDP]
REVISION:
450
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
445 2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
440 2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
435 2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO.
430 18.004
425
SANITARY, WATER & ROAD
420 PROFILES - BLOCK 2-5
15
1 +00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
3 ROAD PROFILE
C9 HORZ: 1"=30' C9
VERT: 1 "=10'
470
465
460
455
450
445
440
435
430
425
420
m
41
19+00
PVI STA. 13+20.00
PVI ELEV. 459.82 — PVI ELEV. 445.82 PVI ELEV. 443.42
36.00VC 78.00VC 31.98VC
239.53SD 253.60SD 265.37SD
vv Val
2.QW LL
in m rntIm rn o n
470
465
460
455
450
445
440
435
430
425
420
415
410
405
00
19+50
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o. l�pl
r�
O �
u J ST M.4; IMP Y
Lic. 183
I � �
SSIONAL E�
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
470 BUSINESS CAMPUS:
465 BLOCK 5
460 ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
455 2020.10.05 [INITIAL SDP]
REVISION:
450
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
445 2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
440 2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
435 2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO.
430 18.004
425
SANITARY, WATER & ROAD
420 PROFILES - BLOCK 2-5
15
1 +00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
3 ROAD PROFILE
C9 HORZ: 1"=30' C9
VERT: 1 "=10'
470
465
460
455
450
445
440
435
430
425
420
415
410
405
00
19+50
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o. l�pl
r�
O �
u J ST M.4; IMP Y
Lic. 183
I � �
SSIONAL E�
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
470 BUSINESS CAMPUS:
465 BLOCK 5
460 ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
455 2020.10.05 [INITIAL SDP]
REVISION:
450
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
445 2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
440 2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
435 2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO.
430 18.004
425
SANITARY, WATER & ROAD
420 PROFILES - BLOCK 2-5
15
1 +00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
3 ROAD PROFILE
C9 HORZ: 1"=30' C9
VERT: 1 "=10'
1 +00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
3 ROAD PROFILE
C9 HORZ: 1"=30' C9
VERT: 1 "=10'
+ .0 + .0 +0.0 +0.0 0.1
+0.0 +0.0 +0. 0.2 + ,D 0.3 +0.1 0.0
3.5' 0.5
0.0 0.0 0. 6 0.2 .6 9 0.1 0.0 0.0 0.0 0.0
+ + +.- 5 + + + + + + + +
+-+�� + + + + � + + + + + + + + +
0.0 0.0, d. 0.2 0.6 2.2 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
C-7 3.5'
+ .0 + .0 + . 0. n +0:0-- -__0. + .2 + 9 +0.2 + .1 + .1 + .0 + .0 + .0 + .0 + .0 +0.0 +0.0 + .0 0.0 + +L
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0
+ + + + + + + + + -T + .5 + + + + + + + + + + + + + + + + +
C-6 @ 3. r5 .5 -
+.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.0 +.0 +.0 + 1 +0.3 0.4 11 8 1. .7 + +0.1 +0.1 +0.1 +.0 +.0 +.0 0.0 +.0 +0.1 +0.1 +0.1 0.3 0.5 +.0 +0.1 +0.1 +.0 +.0 +.0 +(
C-+5 @ 3�e
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. 0.1 64 0.3 +2.61 1. .5+0.2 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.1 + .1 +0.1 0.2 +0. +1.3 2.5 + . 0.2 +0.1 +0.1 +0.1 +0.1 0.1 + .1 +0.0 +(
0.5 5 �C-13 .5
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .1 +0.1 2 0.� 5+0.8 2.6 Cb5 +0.2 51 +0.1 +0.1 +0.2 0.5 4 3.'. r0.4 fi +0.1 +0.1 (1 1 + .1 + .1 + .1 + .1 0.0 +(
' a 5
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.1 0.1 0. &D2 a) 1. 0 5 1.7 1.5 1.1 I11 5 0 2 1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1
+ + + + + + + + + + + + + + + + + + + + t +.+ + + + +� + + + + + + + + + j
C-10 @ 3.5'
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 + 2 +1.9C+ 3 0.4 +6 9-01.5+0.8 + 2 +0.1 +0.1 +0.1 + .1 + .1 +0.1 +0.1 +0.3 +0.4 +0.4 + .4 + .2 +0.1
.5
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .1 +0.2 0.4 54 + .2 +0.1 +0.1 +0.1 +0.1 + . + .2 +0..5+0.7 0 +0.2 0.1 +0.1 +0.0 +0.0 +0.1 +0.1 +0.3 q. 0.4 +0.7 +0.7 + .6 +0.3 +0.1
0.5
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .1 5 +2.0 +2.3 0.5 +0.1 +0.0 +0.0 +0.0 +0.1 +0.22.6 +1.6 0.ffi.3 +0.1 +0.0 +0.0 +0.1 +0. +1.1 +3.1 +1.3 +0.9 +1.2 +1.1 +0. +0.3 +0.1 +C
0.5 / /'�/
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.1 0.3 2.4 Q.4a 0.1 0.0 0:0 0.0 0.0 a0:h 0. 1.5 0.2 1 0.0 0.0 0.1 0. +0.9 3.1 1.1 +1.4 +2.1 2.0 +1.1 +0.3 +0.1 +C
+ + + + + + + + + + + + + + o -i
0.5
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +1.9 +3.7 +3.4 +1.4 +0.4 +02 +C
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +2.9 +6.7 +4.8 +1.3 0.5 +0.2 +C
.5
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .0 +0.0 +0.0 +0.0 +3.0 +8.3 +5.0 +1.4 0.5 +0.2 +C
+0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +4.4 +8.3 +5.0 +1.3 0.5 +02 +C
ll@20'
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 0.0 +0.0 +0.0 +0.0 - 3.6 +7.8 +5.0 +1.4 0.2 +C
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 11 0.1 3.2 8.2 5.0 1.4 0.5 0.2 C
+ + + + + + + + I _in
+ + + + +
+0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 .0 +0.1 rt 0.1 +0.1 +0.2 +0.2 +0.2 + .4 +4.8 +4.1 +1.3 l9..4 +0.2 +C
+0.0 +0 0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 -I 0.1 +0.1 +0.2 +0.3 0.4 054 .7 +2.7 2.5 +1.3 +0.4 +0.2 +C
+0.0 +0. 0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 0 0.3 +1.1 +1.1 +1.3 +1.7 +1.5 +1.1 A4 +0.2 +C
l 10- o- - -3 @ 10'
0.0 0.0 0.1 0.1 0.1 0.2 0. 0.7 1.3 2.3 -3.8- 5.0 -7.6 7. 4.1 4e1 4.9 5.1 3:8 5.1 9 a rl F 5.8 5.4 A. 8.8 6.9 8.1 6.8 3.6 2.5 1.8 1.2 .6 0.3 C
+ + + + + j + A- + + + + + + + + + - + + + +yy + + +' +' - + + + + + + + + + + + +
Ire
0.0 0.0 01_ 0.3 Ef5 1.7 .0 5.5 8.7 8.1`. 8. 7. 7 5.3 5.1 6.4 9.4 8.9 69 010.5 9.9 9.}� 10.9 9.5' 2 � 0 9.8 7.0 5 6.4 9.4 9.0 '9-4 @ ?08 8.4 4.9 +z.9 1.8 +1.2 � 0. �0.3 +C
+ + + + + + + + + + + + + + + + + + + + + + + + + + +
0.0 0.0 0.1 0" 0.2 F .5 0.9 1.5 2.5 3.6 3.9 4.0 4.1 4 4 4.8 4.4 4.4 5.0 5.2 5.2 5.5 6.1, 7.2 7.2 6.2 5.6 5.3 5.3 5.4 4.9 5.1 5.4 5.0 4.7 4.6 4.6 3.8 2.5 1.6 ' 0 0. 0.3 C
+ + + + + + + , + + + + + + + + + + + + + + + + + + + + + + +, + + + + + +' + 5 + -�
0.0 0.. 0.1 0.1 0.2 0.3 l 0.8 1.0 0.9 1.1 1.1 1.3 1.4 1.6 2.0 2.1 1.9 1.9 1.9 2.0 2.2 2.3 2.2 2.2 2.1 2.0 2.0 2.0 2.3 2.1 1.9 1.6 1.5 1.4 1.3 1.3 1. 1.0 0.8 0.5 0.3 C
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
> 5 - -
+0.0 +OAa +0,0 0.1 +0.1 +0.1 +0.2 +0.2 +0. + . + . 0.4 .5 +0.6 +0.6 +0.6 +0.6 +0.6 +0.7 +0.8 +0.8 +0.8 +0.8 + .8 + .8 + .8 + .8 + .9 +0.8 +0.7 +0.7 +0.6 +0.7 +0.7 +0.6 +0.6 0.5 0.4+ + +-
3 C
.5
+0.0 +0 0 +0.0 +0.0 +0.1 +0.1 0.1 0.1 0.3 +0.3 +0.3 + + + + + + + +0.3 +0.3 +0.3 +0.3 +0.3 +0.3 +0.3 +0.3 +0.2
0.0 .0 0.0 0.0 0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 6 ^0.2 ^0.2-�2-----8..- $ 2- 9 2 0.1 +0.1 +0.1 + +in
+ + + + + + + + + + + + + + + + + + + + + +� rt
+0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 _0 0.1 0.1 0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +C
Schedule
Symbol
Label
Quantity
Manufacturer
Catalog Number
Description
Number of Lamps
Filename
Wattage
Light Loss Factor
ARC1 LED WITH P1 -
A
6
Lithonia Lighting
ARC1 LED P1 30K
PERFORMANCE
1
ARC1_LED_P1_30K
10.9
1.00
PACKAGE, 3000K
,ies
COOPER
PREVAIL AREA AND
LIGHTING
ROADWAY LUMINAIRE
SOLUTIONS -
PRV-C40-D-UNV-T2-
(2) 70 CRI, 3000K LEDS
PRV-C40-D-UNV-T2-
❑
B
5
LUMARK
BZ-7030
AND TYPE II OPTICS,
2
BZ-7030.ies
131.0
1.00
(FORMERLY
BRONZE PAINTED
EATON)
FINISH
Black aluminum housing,
o
C
13
Industrial Lighting
BLDT-15WLED-UNI
specular reflector, clear
88 White LED's
BLDT-15WLED-UNI
16.5
1.00
Products
V-4000K
plastic enclosure
V-4000K.ies
ARC1 LED
Architectural Wall Luminaire rM,ti
Ilgee Tafrkryamou•earM•Pd•beeeMFren[Ma elemva.
Introduction
The Lithonia Lighting ARC LED wall -mounted
luminaires provide both architectural styling and
Specifications a visually comfortable illumination while providing
the high energy savings and low initial costs for
Depth toll. es' quick financial payback
Depth toz): .75• ARC1 delivers up to 3,000lumens with a soft,
Height 5• non-pixelated light source, creating a visually
Coleco: t t comfortable environment. The Compact size of
Weight: 7lbe Al with its integrated emergency battery
(without options) backup option, is ideal for over -the -door
applications.
ARC LED Family Overview
EXAMPLE: ARC1 LED P2 40K MVOLT PE DDBXD
ARCH®
n t500m.
W
3D00K
MWU
NO frmagarybtlerybebq,Q(mmpllaMHWf ln)'
ONE
Dukul
n ;000I.m.
40K
400DI(
347'
K&lmntryepUaoutlfarAusk-m-Eaanopentlon
Dn D
get
n UDetunni
IN
SD00K
DW 0-101dPommgwlmpulkdoutikfitlun(bra vAM1
DNA%D
Namealaluminum
annkmalmntrd,a,hredaeal aJ)t'
DOE
White
S1100 6Wm9e Dmadmil
D59D
Sev,tae
FAD DeBadlmablellilted"Ume,
DDIFTE
Tmumdde,bmm
NMnffaa:VaQUNnnrtfotlleaesketllglrckmlt,
fiam Nlktaws
DKBMD
Tellu,ed bled
DMID)
Textured naluml aluminum
DWi
Taand,nhile
D5STKD
Temred:andfmne
Accessories
HOal
AeedMaw"w�
1
•9M•aaOU 9rla-msatlWlaglak'r•W
3 FAa4wn•emilSLefthl) MG.
OmRmixbb wM DG.
'. 1U7NVA01A CDAMERCNLOBIDDOR
Om LUwnuWy•Camwv,c.wg.3aD1z. Plwn•:1-0ep]oi3ERJ D3)a•xw-IWrod•wm ARC11Fa
L14GIO77AOAW
OmmAmmyBrands light Ina At dslm nee,.ed.
Rm.01i
Lumark
Prevail / Prevail XL Discrete LED
Area / Site Luminaire
Typical Applications
outdoor- Parking Lots • Walkways • Roadways- Building Areas
Interactive Menu Product Certifications
• Ordering Information ra9ez
• Mounting Details rates can®
• Optical Configurations,aaa
• Product Specifications Pelee
• Energy and Performance Data rat•4 Product Features
• Control Optional i,aQuick Facts emene �
• Direct -mounted discrete light engine for improved optical uniformity and visual comfort
• Lumen packages range from 7,500- 41,000 nominal lumens (SOW - 30OW)
• Replaces 70W up to 1,000W HID equivalents
• Efficacies up to 148 lumens per watt
• Standard universal quick mount arm with universal drill pattern
Dimensional Details
Prwa
n1T,r"m`ni
laT�,,D L26-1311irkilreend
PMVRI )a
ai
pi nd
1]-]/B'I451mmI 9tdS Dtamml
(Q CeOOPER Pammaa pq ,
MpustA21209:570M
Pro,i I NutNunios,
Type:
BOLLARDS - 15W LED
ILP
OUTDOOR LIGHTING
407-478-3759
www.ilp-inc.com
• Flat Top or Dome Top design with aluminum cone reflector
• 42• Iartmded aluminum housing wdh0ush mounting base and vaMal-resistaMscrews,
optional cot down
i
• Powder coat flnlsh over a chromate conversion mating, available In black or broure
• Custom color options available'
• Stainless Steel housing available for Domed Top only (SS)
• Internal ballast tray for easy maintenance
• Clear Polycorbonate Lem
• Multiple beam spread options: floc, 180c sr 270c
• an anchor bolts (sl optional 4•, 12' & 15•
• 120-277V universal voltage
• 5 year Warranty
• ETL Listed for Wet Locations
'Cgnbctfactorvforpricing
a6-
.�•p
• Walkways • Parking Lab
• Boardwalks
I SYSTEMS INFO
Calculated -7, Entil )
>501(
>50K
Delivered Lumens
1,4021m
1,221 Im
Total Input Watts
17 W
low
W minalre Efficacy Rating (LER)
83 ImNy
74 navy
Correlated Color Temperature (Cl
4000K
40DOK
Color Rendering Index (CRP
>80
>80
Ambient Temperature Range
110•F
1101E
Universal Driver
120-277V
120-T77V
LED Splem data ant bused an BLFT-1 SMEDLNN40001! a aar-16WIFDIMM40001L
US) Lumen ne stance estimmes bmE a1Mn pdMUUre At IOM coma a250 m01mt
BLDT Dome Top Bollard
BLOT Dame Top sound SS
REPLACES
320W MH
LJ at
Bracket& Three (3) 4• Anchor Bolts
❑ AB12
Bracket S Th.. (3)12' Anchor Bda
❑AB75
Becket B Three (3) 15-Al Bags
❑ 9OBS
Ill seem Spread
❑ 180118
180- Beam Spread
❑270BS
270°Beam spread
SHIMP
ENGINEERIN 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
01
lh� IF
Q Ol J y-1
U J119 N M. slit Y
Lic. 183
I � �
Sas Ill I AT V" _`vG
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.10.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO
`I (4) #8 STEEL VERTICAL REINFORCING
Lighting Notes: tic �BARS. 5' LENGTH EVENLY SPACED 18.004
1. Pole mounted fixtures shall be mounted at a height grade wes of 20' from the finished radhich includes the pole bCOMPACTED SUBGRADE (3) #4 STEEL HORIZONTAL
p base. "
2. Building mounted fixtures shall be mounted at a height of 10'. BELOW BASE 2' REINFORCING BARS. 18LONG
3. Pedestrian walkway fixtures shall be mounted at a height of 35. LIGHTING PLAN
4. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and
shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The LIGHT POLE BASE DETAILS
spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not
exceed one half footcandle. C 1 0 1: 30
30 0 30 60 90
Scale: 1"=30' C10
3 I vv v v
450 / A4 pU8�1C
NtW 30'. I I \\ \\
.430
\ PE CCESS
/ r EASEMENT
\ / / NEW 6' & V.W.
NON-EXCLUSIVE / AN MH
4 " , / / PEDESTRIAN ACCESS / TQP-428.64 \ I J \ \
_ \ Ar EASEMENT ?� V=418.6
\ CLASS_®- TYPE-2-STO E DUST
\ X Ar — — — `WALKNG PATH (AMENITY) // ,� A2
—
� — — — 2,006 SF
I I
O.C. (TYP.) ��� --- -
\ vQA
Ar /_ �� — —�� / C / J
Ar I
\
1
Ar — � /TO EX.
NECT
NEW 30' PUBLIC f)\AINA E Ar / \\ wLNSTUP
v /
A g / / '—� 8., GA/ w /Y1 _w w w
Sx88w g UIP WL / 1/
TEE �3)8"MIN
T I RD RD RD RD R. RD RD RD a
V r
Cc\V j I �' ar • 0 / / n �f A w w
I, > \ I i �S AIR A STAIR B -
—I. F_ EL VATOR A � Q � � Sx 4"
F
] IT1 TEE GV z
CAP
/ 86 v w
3
`V / � TE
SELF —' AGE +RETAIL �\ _ _ ® c I
Pa .5
Pa /
20,987 SF�OOTPRINT \ / 1
C I / RRE A
ESTAURANT
NT TENANT 2 BFE#1 422: Q0
\ \ Z \ I BFE#2 432.67�
} 2,298 SF 2,039 SF / f 3 I [ /
�j FFE 454.00 TENANT ANT 2 I FFE#1 443.33 —
\ M \ — NCOMING 2" SERVICE FFE#2 454.00 EL—
\ _ }
CAN BE SUBMETERED FFE#3 464.67
N / \ � � I �
INSIDE THE BUILDING FOR \ MAX. HEIGHT: 43' STORAGE \`11 _
\ _ } 1.5" METER VAULT. OPTION OF INDIVIDUAL \ OFFICE
Pa
x CAP LINE AND USE
\C TENANT USAGE TRACKING \ 755 SF
COMPRESSION FITTING Ew v.w. ACCESS
} EASEMENT
FOR SMALLER METER D
Ew v VAULT IS NOT NEEDE = ws
I }/ACCE S �s s —s
Ua E T d oe _s W V.W. ACCESS EASEMENT
- SS MEN f
I
O .� \ 0. (TY a NEW
I _ s
6" DIP�WL a a . \ -\c CS NEW 20' A�EASEMHd-� -
r , 6 GV11 x x - s -- 6„ V 4„ 8" D WA R LI / - - - - I ^� / I 8" GVI- T —w —w w —w Sx TEE w —w —wTE w —w 8" DIP WATER WINE —w —w 1 C RP w W c —w —w rt - - - m = w —w —w —w �w —w —w w w (;
5 �, T8x6 /TEE4 w —w —w w �xGV—w —w —w —w Iwl I / AI SHIMP
- 9 ST. _ ll�. TEE " - C3 ' WATEw / - - \I I i ([
NEW 20 ACSA EASEME 9P7FHA ENGINEERING 2.
LINE / I I I I I B
a _ . _ _ o - _", - _ _ ._ _ _ _ _ 4 _ .:� _ ✓• -.I. .I - LAND PLANNING - PROJECT MANAGEMENT
NEW V.W. ACCESS EASEMEN \ \ NEW V.W. ACCESS EA I MENT \ I\ 3B• \\\ I 912E.HIGHST. 434.227.5140
1 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
\\ I w. \ \ \ Q3o \\ \ \ \ / /\ \\\\\ \\\\\\ B B3E I \I
w ) \ 440- \
I o
11>0
V /ov J ST M. IMP Y
Lio.
II \ z � \\ / / � � Z183
�SSIONAL ECG
�� / 5� � \
~
U
Vwl
/
FINAL SITE DEVELOPMENT PLAN
- o , \ / / — Al BEMARLE
BLOCK 5 LANDSCAPE SCHEDULE
Plant
Min.
Total
Canopy
Total
Symbol
Planting Type
Botanical Name
Common Name
Cal./Height
Quantity
Height(ft)
SF
Canopy
in 10 Yrs
SF
American Elm
Large Deciduous Tree
Ulmus americans
(Princeton,
2,5"
18
25
397
7146
Washington)
P
Large Deciduous Tree
Platanus x Acerifolia
London Plonetree
2.5"
5
28.5
368
1840
A
Medium Deciduous Tree
Acer rubrum
Red Maple
2.5"
13
20
177
2301
I S
'�•E)
Ornamental Tree
Corpus kousa
Kousa Dogwood
5-8' Ht.
3
15
128
160
Semi -Evergreen Shrub
Jasminum nudiflorum
Winter Jasmine
24" Ht.
16
4
10
TOTAL
SF:
11447
*Not included in the total canopy calculations as total height in 10 years is < 5'.
LANDSCAPING REQUIRED:
SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. / / / N\N GP BUSINESS CAMPUS.
SITE AREA, BLOCK 5: 1.79 AC (78,054 SF) 420 / g \c OR B2 I \
78,054 SF x 10% = 7,805 SF \ / _ — ' BLOCK 5
CANOPY REQUIRED: 7,805 SF \ NEW 45 I 1 \\ I \\
CANOPY PROVIDED: 11,447 SF
INTERIOR ROAD TREES: LARGE SHADE TREES (2.5" CAL.) - 40' O.C. �S� \ \ / (,n 11 1 I ALBEMARLE COUNTY, VIRGINIA
PARALLEL TO ROAD (340 LF) \ \ \ \ \ A�M440 _\ — ` 63 �� I I N = A D 11 111 I SUBMISSION:
REQUIRED: (340/40) = 9 LARGE SHADE TREES ON EACH
SIDE, 18 LARGE SHADE TREES TOTAL
PROVIDED: 18 LARGE SHADE TREES C)II I I ZOZO.10.05 [INITIAL SDP]
\ I omlm0
INTERIOR CIRCULATION/PARKING LOT LANDSCAPING: 5% OF PAVED AREA ] \ \ '� / a m o II I I REVISION:
PAVED AREA: 43,955 SF / I \B4 42I 2020.12.21 [FINAL ARB]
43,955 SF x 5% = 2,198 SF
/ / Q \ 6 0" > / I II I 2021.03.22[FINAL SDP]
� ��. T � / �
REQUIRED: 2,198 SF // o \ / / o
PROVIDED: 12,617 SF / / \ J I 2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
PARKING LOT TREES: LARGE SHADE TREES (2.5° CAL.) - 40' O.C.
AROUND PERIMETER OF PARKING LOT / / \ 430 / 2021.04.26 [ACSA, BID SET]
PROVIDED: 4 LARGE SHADE TREES // 1 \ / I 2021.05.14[VDOT, ACSA]
/ J ' 2021.05.19 [COUNTY COMMENTS]
INTERIOR PEDESTRIAN WALKWAYS: MEDIUM SHADE TREES (2.5" CAL.) - \ \ \
25' O.C. PARALLEL TO WALKWAY
PROVIDED: 12 MEDIUM SHADE TREES / �� \1 —440_ I I 2021.06.07[ACSA&MEP COORDINATION]
NOTES: 2021.07.06 [FINAL SDP]
1. All site plantings of trees and shrubs shall be allowed to reach, and / �� i I \ FILE NO.
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. / 1 I\ \ \ \ 18.004
2. 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. LANDSCAPE PLAN
3. All new planting shown on the plan will be completed after building / / - / /
and road construction to avoid tree planting damage.
4. All disturbed slopes 3:1 or steeper to have low maintenance ground
cover.
5. Any existing tree proposed to remain shall be replaced in kind if
negatively impacted by improvements associated with this project. 30 0 30 60 90
6. Landscaping plants and trees adjacent to the sight distance triangle C 11
shall be maintained in area between 2 & 7 feet above ground as a
clear zone to preserve sight lines and accommodate pedestrians. Scale: I"=30'
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.
MULCH 2" DEEP IMMEDIATELY
AFTER PLANTING AND WATER o D
THOROUGHLY.
PLANTING PIT.
ON
PREPARED SOIL FOR SHRUBS
SOIL SURFACE ROUGHENED
TO BIND NEW SOIL
III- I -III I
SHRUB PLANTING DETAIL
a2,,' Not To Scale
SET SHRUB PLUMB. TOP OF ROOTBALL SET TRUNK PLUMB. SEE PLANS FOR
SHALL NOT BE MORE THAN )"ABOVE EXACT LAYOUT AND SPACING.
FINISHED GRADE
REMOVE BURLAP FROM TOP 1/3
OF ROOTBALL
I
3" TALL WATERING BERM
1
FINISHED GRADE
DIA.:MIN W
Q
-E
GENERAL NOTES:
L THE DETECTABLE WMINC SHILL BE PROVIDED BY TRUNCATED HALES.
2. DETECTABLE WARNING TD Y CLASS Ad CONCRETE (CLASS A-1 F RECAST(
WTBI SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF ME
RAMP FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTPow
TRAVEL OTHER TYPES OF NATURAL WITH THE TRUNCATED COMES DETECTABLE
WARBURG ANY BE USED WITH ME A➢PI OF FINE ENGINEER.
TYPE A
5. SUDAN Sar OF CUM RAMP MY BE FIGURED MONOLITHICALLY WITH RAMP
PERPENDICULAR
FLOOR OR BY (RING IERNSSIBLE CONSTRUCTION JDNT AN REQUIRED BANS
4, IF RAMP FLOOR IS NECAS'L. N1E5 MST BE PROVIDED FOR DOWEL BIAS 50
THAT IDJMNG FLARED SIDES CAN BE CAST N PLACE AFTER PLMFAEHT OF
PRECAST RAP FLOOR. PRECAST CONCRETE SHALL SE CLASS A-4.
.AFT
s. REW4ffD BARS ME TO BE NO.5 K B" PLACED )'CENTER TO CENTER ALONG
T2'.1 MAX
BOTH SOILS OFT RAMP FLAN M}CEPTN OF RMP FLOOR NINML
��
1S1-NAi W
CONCRETE COVER IW.
B BI CURB QIFBI AMPS
M IN%LEfD N PAIE�ENTR FOR CUM I CUM AND R T] ER.
TYPE B
]. CURB AMPS NB' TO BE LOCATED M SHOWNUVIOB ON THE PUNS OR M DIRECTED
PARALLEL
BY THE ENOPFER. THEY ARE TO Y flN OFE0 ATINTERSECTIONSFHIGHWAY
'M FACILITY
WAY A fEHMAY
ROREG MILES THE MIGWORMER
CR ACCECROSSES
A CUM ER AL IS PROPOSED.
CROSSES A CURB EXISTING. PROPO .
THEY MOT E OCATNER ITHIN E RANCR
OR SHOWNSTEM. THEY AS BE UNDATED WITHIN PEDESTRIAN AND
AS SHOWN ON PINS OR AS BY THE ENGINEER. MO ItlT
SHWILD NOT
1
STOPDIRECTED
BE !LOCATED OP II ETC STOP TUBESLRVI POLES FINE
.6 FIK
ROUTES S-
IryCRM1LS. p10P NLETB ETC ACLES9BLC RW1T5 %iONEE A CNU
ALL
REEISTAN PATH MACHE EN ALL
NNCNSTRIILTED ELEMENTS
ELEMENTS OF A F.'CNiY THAT CM BE MPRUADHFO, ENTERED
�
.
AND USED PEDESTRIANS.
MD USED By
R RAMPS MY BE PLACED ON RM01 OR TANGEN & SECTIONS PROVBm THAT
MITCURB OPENING IS PLACED WITHIN THE LIMITS OF THE CRIMM" AN
T MN AT y 2" NOXER 1XAV
EDGE LF PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB :P.ANO R
PERPENDICULAR TO THE CURB.
Ar M.W.. SALE AS TOP
OF CUM
9. TY Cp11CRETE SOF KN IS 4" AFCX. �]E1N TIE CIlR.Y1OE RANI CINNDT
CF
ATRCL,W'
TYPE C
OqD/,FTE TE REOLNEME MI D IEAVT TRUCK
TRUCK IZMERRI PCR T �reGO RBI
ALE T (HEAVY
PARALLEL & PERPENDICULAR
0. WHEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PAM
THE MINIMUM WIDTH SHALL Y THE WON OF THE SHARED USE PATH
TRUNCATED DOME
cc o0
+
OO GO DDDDOO
0000000000000
000000000000000.
P O O O O O O OO OO O O OO Oe
DZ.
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0a 000a 0O00000f
o Ooo 000oo o o00
0 0
- Lr
BASE pNETER
i HMEBR�Y
PAT LNN
C
TRUNCETTEAD DOME
DETECTABLE WARNING
D
DETAIL
CG-12 DETECTABLE
WARNING SURFACE
'
GENERAL NOTES
REV.7Aaa
,
205A0 VIRONIA DEPMITMENT OF TRANSPORTATION
ECG-12 GENERAL NOTES
C12 Not To Scale
Ai Q'ACLC. W"LCNG_4 JETMTRWITax
5'IIIB
RT..
CC
U�YN(BB
A OF 1 TRUNCATED 4
SEE BEET 0F FEW pETIA4
5•-0" W
BNAPE TO FACE
OF RowwarNATION cLwe
SACK of wD 4
xD a SIB
NNE-{ SECTION A -A
/ CasiPop.'BCLTEOx
gINT
SECTION B-B
NOTE; FOR GENFAAL NOTES ON THE DETECTABLE WARNING SURFACE.
ME SHEET I OF 4.
TYPE B
PARALLEL APPLICATION
ROADWAY GRACE
IN FEMENT
MNMN RAMP LENGTH
N FEET
D
4
1 B
1
3
]
2
3
B
3
8
9
B
Ix
6
O
15
B
N
R
6
3
- y a
0 0
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
NOTE:
THE FIGU RED LENGTH OF A PAI IEL RAMP
SS UNREO TO S FEET. REGARDLESS OF THE
SHEET 3 OF 4
CG-12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION MV.1105
VIRGINIA DEPARTMENT OF TRM6PORTAIM 253,06
s CG-12 DETECTABLE WARNING TYPE B
C12 Not To Scale
41 VTF -0 41611 6" Wooden
Fence Board
4' x 4' Steel Columns for Gates
4' 6" x 6' 6" Treated Wooden
71011
E 0n Gate finish to match buildings
2" x 4" Rail (typ)
Concrete Pad
DUMPSTER PAD ENCLOSURE
s DUMPSTER PAD DETAILS
C12 Not To Scale
I
A s, PERNISSBLE CONST.
I pM
L N
AEL 1EEMCATED DOMM 'G
sEE MET IOF 4 FOR DETAILS
TANGENT PLAN
sm. W-2
2'-0 I
CROSSWALK
BACK aF c ICE TYPICAL PLACEMENT
20 :T AT INTERSECTION
WITH BUFFER STRIP
.n'w._
SECTION A -A THE YIECTKN OF CARS TYPE AND THE OONFwVBATOK OF THE
UTILITY STRP MME Y VARY TO ET EXISTING FIELD CONDITIONS
BOMWAY BRU EMCS PROVIDING THE ONRSONS AND
SLOFLS ME AS NOTED.
NOTE' FFEEW GEGENYTETKNOTES ON THE DETECTABLE WARNING SU FAM.
PARALLEL
APPLICATION
TYPE C
& PERPENDICULAR
ROADWAY GRADE
N PERCENT
NNMW RAMP LBBTX
N IFFY
4• CI.EB 6' GUBI
0
2
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USED WITH N>IOMM BUFER STRIP. LANDING AT BOTTOM OF TWO MOPING SINS
WITH RI K BT MR. OMENI THE SHORT PEIRENINCLLAR MIN TO THE STREET
CAR BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WIN A BARRED SURFACE.
MOTE:
THE REQUIRED LENGTH OF A PAiM1E1 RAMP IS
UNITED TO R FEET, REGARDLESS OF THE SLOPE.
CG-12 DETECTABLE WARNING SURFACE
REV. 7105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION D58z
203.0 VIRUNIA DEPARTMENT OF TRANSPORTATION
4 CG-12 DETECTABLE WARNING TYPE C
C12 Not To Scale
CG II
I�I A
ARMOROAD. SAME
UADUS To BEM �• C 9$NUEE,AS S wACTEiI
GENERAL NOTES
SHOWN ON PLANS( R
L WHEN USES N CCMILWCTIW WITH STANDARD CG-3
i1
-------�- -,(SHOW ON RBI
9(CtOJIjSiE0 FU0'WMAIWEFK MOUNTABLE C�IR9 TC
CG-i [F CO-0 L
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sm..
lW
USED RR N THIS STMOMD.
YE r I
5'
NET sl V A UNPAVED SPICE
3. "1 PAVEMENT SMALL BE CONSTRUCTED TO ME
IFLO
tANSNM
Ww LINE (EXCEPT MY SUBDUES STMLZATDN
i EAPANSM
REQUIRED FOR MM•LNE PAVEMENT WHICH CAN BE
OMITTED N THE ENTRANCE.)
I` LOUR(
4, RADIAL CURB OR COLSI CURB MO BUTTER
NOTE; WOTN "R' I'-0" OR AS I,y MANURE ROADWAY
-0 OR
ESXCALEPT FDA NOT WE
SMFI ENi�RAPo S. YOND YIE R/W UNE
AOWN CN SECTION. AEI
PLAN VIEW
ENTRANCE NOTES
S. WHEN IN "TRAM RAG( CANNOT ACCA000ATE THE
TURNING REWBELENTS OF MTICPATED IEAVY TRIG(
MANURE MIDWAY SLOPE
W PMMOLD CURVE ERMANCE ONLY)
TRIFFC, TM MAN FEW SDEWNK L CURD RAMPS
INCRE ENE O 7", 6 TM RIpSHOLLO w
INCREASED TO )". METHE
WS YM. D
': iOrylU sioVW HLNEW SLOPE CHANGE ® - _--� o
S. PLANS ARE TO IwRATE WHEN CONSTRUCTOR OF A FLOW
ISM
MMILPE RODWAY ---- ----- ----- NOTE 71
M E R UR 0 10 PROVIDE POSITNE "AGE ACROSS
SS MAN. ® _ - - _ D
7. THE DESRIdE MO MMMIY ENTRANCE GRADE CHANGES
SLOPE CHARGE^p
0
ARE LISTED N THE ALLOWABLE ENTRANCE CRAM
T.ARE. TIESE VALUESARENOT MRI[NRE i0 STREET
CIXIECiOXB.
S
CCYYERGK ENMAMCE
INTERSECTION NOTES
B- WHEN CC-116 USED FOR STREET CONNECTIONS. THE
M CONSTRUCT GLKK CHANCES BTH A PARABOLIC CANE.
CONECTIW MUST BE DESIGNED N ACCORDANCE WITH
NSMTO PCLKY AND NE APPLICABLE REQUIREMENTS
-
CF THE GM, ROAD DESIGN MANUAL. NCLI.ONG STEPPING
SECTION A A
SILT OSTINCE AND N VAT. IEOUNEWNTS.
9. OPTDNM FLOWLNE MAY REQUIRE WO OF A
UTLER TO P
OIITEER PROVIDE POSITIVE ORMNME
APORTION
COURS H TI
ACROSS NF
ALLOWABLE ENTRANCE GRADE CHANGES
CONLRETF • '
SECTION C-C
ENTRANCE VOLUME
ORILE CHANGE
CE58I6Lf uMIu.M
HIOI
HOME DAM 1sC0 w0
o x
3 x
MOW
D
sax
6x
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LESS DIM sW vwo
LESS S
ssx
ex
NOTE: ALLOWABLE ENTRANCE GRIOf T09.E rs xOr
IPRCI$E TO sTRFFI coNEC11CN5
SPEd6'ATON VOOT
"6E METHOD OF TREATMENT
Bow AND BTMM sTADMos
b2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REV,ERNI DATE SNEEY I OF 1
VIRGINIA DEPARTMENT OF TRAMP ATGN 2o3.N
s VDOT: METHOD OF TREATMENT
C12 Not To Scale
6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
WIRE REINFORCING OR #4
BARS AT 12" O.C.
000000000000000�0
4" COMPACTED VDOT #21A
COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED
8�DUMPSTER PAD DETAIL
475
470
465 HILIUM I- - - --- ---
460
455
450
4105+00 10+50 11+00 11+50 12+00 12+50
(9)SIGHT DISTANCE PROFILE - ROAD A & OLD LYNCHBURG RD
Ln C12 Scale: Horiz. 1"=30' Vert. 1"=10'
475
470
465
460
455
g450
3+ 10045
18
TS
2
2C
1
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O � / Y
a } 6.0' CONIC. SIDEWALK (TYP EigSEMEN B w �i► C I H
z �° EW V 14' RAMP W. r E J
6:1L 3-
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ED 6' PLANTING STRIP
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J
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R60.0'
10 HANDICAP PARKING SIGN DETAILS
1 C12 Not To Scale
S.
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LAND PLANNING - PROJECT MANAGEMENT
11 WB-50 AUTO -TURN ENTRY 912ROTTE. HIGH ST. 434ING.COM
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
C12 1:30
A
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X Lic. 183
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• } 2,298 SF 2,039 SF BFE#:
N I FIFE 454.00 FIFE 454.00 FFE#: ALBEMARLE
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MAX. H BUSINESS CAMPUS:
} 6.0' CONIC. SIDEWALK (TYPoEW V.' BLOCK 5
z �° EW V 14' RAMP W. --
w ME
ACCE HANDRAIL
\ R50.0' / EASE T _ ALBEMARLE COUNTY, VIRGINIA
° S d•. ' � SILO-, d.Z,3' 6:0' : 2
0 \ o = SUBMISSION:
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�`5
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- . ^�%` MOUNTABLE ® ® 2021.04.05 [ACSA]
a
CURB (CG-3) �0.9 2021.04.13[FINAL ARB] 20.0'
0 i A 11.63' g 2021.04.26 [ACSA, BID SET]
26.0'
R 2021.05.14 [VDOT, ACSA]
m 6' PLANTING STRI 2021.05.19[COUNTY COMMENTS]
'P'.cp q. SIDEWALK, 2021.06.07[ACSA& MEP COORDINATION]
+ o NEW V.W. ACCESS EASEMENT 2021.07.06[FINAL SDP]
R60.O$
FILE NO.
18.004
11 a'
LANDSCAPE & SITE
DETAILS
12 )WB-50 AUTO -TURN EXIT
C12 1:30
C12 /Not To Scale
36"MIN
24'
8"MIN
EMBEDMENT
SPRING LINE O
OF PIPE
NO. 68 STONE - -
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFILL*
(6" LIFTS)
IN THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
HALL PIPE)
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
N TS
FIG. S-3
ACSA: SEWER PIPE INSTALLATION (TYP.)
NOT TO SCALE
Face of Cu Invert Line
Rtft3in t8in
R7ft66W •
1�
H
B(mldeYs Option: Area may be concrete
Bottom of curb may follow slope /
subbase provided a minimum
of 7 inches is maintained. Lr
Iftom 2ftDin
Rolltop Curb
2 )VDOT: CG-7 (ROLL TOP CURB
C13 NOT TO SCALE
CGWUTOF
-BB
C�
WIDTHOf ENTRMM£
H
EAST
ON PROPOSED
JDM
_
EANC SPACE
P
e
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f D
z
EXP/HSpH JgNi
V
B
wiFµCnaME. ST
E GUTTER
PLOW LANE
C.I. .1.
ENTB'WEE WIDTH
16
IADCRAMABLE Ni MNYAN o
EDGE OF PAYDRINT
EnTRI
LIMrtS Cf PEG. I' WITS OF Pm.
KCESS RWTE® K,BSROUTE®
°NSAVE° 'ACE ''DIN-1MVERSM3LC' UWAVEO SAME
PEDESTRIAN ACCESS ROUTE DETAIL
AGNTpHM RpXi-LF-WAY 6 RF REO IP rlE LIAT.
OP PEDESTPofH KLESS RWTE EXTEND BEYRtl
EXISTING OR PROPOSED ANOT T-Of WAY.
® PECESIRNN KLESS RO°iR. PROMISE P CONTINJOES
.7
ICBSTRIILTEO, STRRE. FIRM AND SLP FE55TINl 4e Pe9eY e:a
PATH COMIECTIN0 ALL' ELEMENTS OF A
FACILITY THAT GW BE APPROACHED. 04TERED WE
M%BT PEDESTANANIM51F ACCESS ROUTE i4 ADJACENT
TO
am1 DP H, MAMMA SHOJI SHOJBE G. SECTION F-F
# IF KDEVIDEO.BTRIW ACCESS BODIES III ARW BEIDTN
S REBU.D WIT
.
. A M., 2X CROSSEACPE.
HALF PLAN
WHEN USED IN CONCRETION WITH STNOPET
CG9 OF cG-n THE MRS FACE ON THIS
STMDNq 6 TO BE H)J . TO MATCH
MOUNTABLE CURB CONFIGURATION.
THE '
qe 68-oggeb
PARABOO°
SECTION E-E
A wwR
SPPLE
CU RVE
®
NDMJATRUTTEA
A ®.-._.
- A
' T.
•-H
M.
.e°E.
e.___
'e' x' =yHg4'444 b4
#OY i0 I.. CHANCE
e4L •eS C'^ ^e'db%Vn S^4YG•.
..S N UN.E.S.I MHE,
6" AGCR.BASE FIFEI 9ME
2E
p
Izz uAx.smPE
ff cRKE rRExcE
.>.... .e.
FOR CMS MCI GUTTER ONLY W
Se bd4o9T,�b
FIR ITTER I
A A 12 Y MANMUM MCAME IN SLOPE AT MNI41M q' HTERVAS
BIRLT °DNculwExnY
SECTION D-D
SECTION C-C
A x F 3 2 MAXIMUM DECREASE IN SLOPE FOR FIRST BY HTERVK
Mq
B 2 MAXIMUM ORTSIE E FOR SUCCEEDING MINIMUM ro'IMERVALs
sPEF%cEx
V=
RETpdcE
STANDARD
ENTRANCE GUTTER
ROM AND BRACE OS
3G2
(FOR USE WITH UNPAVED SPACE BETWEEN CURB B SIDEWALK)
REWsax WE
SHEET I OF I
VIRGINIA DEPARTMENT OF TRAYyORTATION
OI/q
f03.0i
VDOT: CG-9 DRIVEWAY APRON
NUI IU SCALE
S•1
<
IVERT
VLETS
NOTID
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING IS TO MIRY TO THOSE STRUCTURES SPECIFIED
ON PLAINS OR WHERE INVERT OF PRE IS ABOVE INVERT OF
`
1
SLOPE TO DRAIN
TO NVEgi OF
STRUCTURE.
j
OUTLET PPE
MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED
ACCORDANCE MORN APPLICABLE LE STANDARD OR SPECAL DRAWING.
T
THE INVERT SMENT N DETAILED HEREON K TO CONSIST OF A
T SHAPING
TO CLASS AT OR
2 E MIX CONFORMING AGGREGATE
CLASS F) CEMENT THAT
0.A55 Cl. EXCEPT THAT 25X OF COARSE fGGREGATE SLAY
UP TO 4• IN DIAMETER AND CONSIST OF STORE, BROKEN MO(,
/ V
// n
}`
WOKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
SHALL LEFT SMOOTH BY MEANS OF HAND TROWELLING. WINE
II 1
6 TIE COARSE AGGREGATE SHALL REMAN EXPOSED.
-
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXM.PLE
PURPOSES ONLY. EACH MANHOLE OR CROP INLET IS TO BE SHAPED
INDIVIDUALLY TO BEST FR THE PARTICULAR INLET AD OUTLET
CONFIGURATION AND FLOW LIKES.
SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
�VDor
STANDARD METHOD OF SHAPING
sREFERCATION
REFERENCE
ENCE
ROM AND BRIDGE STANDARDS
MANHOLE & INLET INVERTS
SHEET 1 OF 1
REVISION GATE
302
106 .OB
VIRGINIA DEPARTMENT OF TRASPORTATON
VDOT: STD.
METHOD OF SHAPING
MANHOLE
&
INLET
INVERTS
NOT TO SCALE
DJI 7A 7B DETAILS OF CONCRETE COVER AND GRATE
[a DETAILS OF GUTTER AND
2' NO. % BI BM I EEL AR 0 T.
UI HI3.14 aLW STEEL DE a z65 NOTES METHOD OF PLACEMENT
LBS./FT., <ASTN A615, ORME W. 1. GRATE A K TO BE UTILIZED N
-GRATE A LOCATIONS NOT NORMALLY NOTES
/ SUB.ECT TO TRAFFIC.
2. GRATE B IS TO BE III IN 1. GI-) NO GUTTERS.
LOCATIONS NORMALLY DI -)A NO GUTTER IN ONE DIRECTION.
SUBJECT TO TRAFIG 01-7B GUTTER IN BOTH ORECTIONS.
A 2. JOINTS BETWEEN METERS AND CONCRETE COVER
1 J. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH M4 % 6" SWCOM
JI' /i, % 4„ L2"%?`N% GRATE (GRATE B), SEE T-p-7, HMS L AP�PEDROX. V C-C TO PREVENT SETTLE -
STUD STEM L21Ii•X2Yf'DD/a• SHEET 103.08. PMOINLLIEU OF DOWELS A 2" % 4• NOTION MAY
VES
° CO MI DETAIL A 4. CONCRETE COVER AND GRATE SEE STANDARD T-DI-3, 4 ALTERNATE DOM.
ARE TO BE FURNISHED AS A
MATE }ypE SINGLE UNIT. OUTSIDE
3. VARIABLE 2't OR PUTTER
6WT, OR II 11IMP-0" BARS DIMENSIONS OF RATE TO
PLAN VIEW IFRpA RAND (12 REO'D.) I - OR 3=4" % 2=DJ," (GRATE BI. BE 3- CGRATE AD 4. DITCH CRUDE MUST BE ADJUSTED TO MiET
pFFEWNCE IN ELEVATION. SEE LONGITUDNAL
SEE DETAIL ' . S. ALTERNATE METHODS OF SEfnION.
_ ANCHORING ANGLE IRON WILL BE 5. F DEPTH (C LEES If BECOMES THEN 4" LENGTH
ACCEPTABLE IF APPROVED BY THE OF WINGS ME TO BE EXTENDED AS dIRECTED
SECTION AT ENGINEER. BY THE MOWER.
SECTION B- 6. GRATE AND COLLAR ME TO BE 6. CURTAIN WALL TO BE LOCATED AT THE END OF
CRATE AB GALVAVZED. TIE PAVED DITCH SECTIONS OF THE DI-7A L
BAR SPICED CHART 7. CONCRETE COVER MAYBES T NE NOT (BUTTED BY OTHER
IPPROMMATE MANTETIES ATE 51QLLON PRECAST OR CAGE N PLACE.
CONCRETE REINFORCING TYPE q 5 a. CONCRETE TO BE CLASS M F CAST 7. F NORMAL DITCH GRADE IS TOO RAT TO ALLOW
CLASS P3 STEEL IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED GRACE TO FLEE A SPECIAL
Od23 C. Y. 63 CBS. L S GUTTER DETAIL WILL BE REOUIRCD ON PLANS.
= T } B. GDIRT,MONTE FLBB TO BE PARALLEL TO
A _TKO Ili �i� ( 0+
SECTION A -A SEE NOTE NOTE 7 l9EE NOTE 3 y.-4" T
SBE NOTE
Dom SLOPES FLAT ONE STEER SLOPE
GASINTERIM ATE SLOPE L
A
DITCH NEE • \ 1.ro4= )INLET BALK LP BERM
DITCH GUTTER GRADE TO BE MIMED
A I _ p I y MASTED TO NEET AS DIRECTED BY THE
" 1 'T INLET ELEVATION pGlEER (pqA PLY).
TYPICAL ELEVATION SEE NOTE 3 L BEE NOTE �� NO MA_ WE
SEE TE WI 4 SEE NOTE 3 H OR fLAI
ONE STEEP SLOPE -DIE MT ROPE BOTH SLOPES STEEP
APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, LONGITU)NA SECTION
MEASURED FROM BOTTOM OF GUTTER (WHEN FILET 5 LOCATED
ABOVE NORMAL. DITCH GRADE)
CONCRETE 0.241 M. YDS. SEE nOTE e. SPECIFICATION
ROAD AND BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE
SIEE7 2 OF J REVISON DATE 12" TO 42" PIPE 241
NN.T3 VEKiLA DEPARTMENT OF TRANSPORTATMN SO3
MPRO%MATE WANTITIES
CONCRETE
p-7
GaA
pa8
CLASS AS
(M.Yos]
NONE
1.211
2148
5 VDOT: STD. MEDIAN DROP INLET (DI-7)
C13 NOT TO SCALE
W 1
* COVER A
L. ' ❑ ❑ �� CONDITIONS
Q❑❑ ❑❑1) \\
A ;❑❑❑❑❑❑❑DIN, A
LETTERING 1 ❑ ❑ a .... r. ❑❑ ❑❑ 1i
OPTIONAL + ❑ ❑ ❑ ❑ ❑ ❑ )
3 HIY ` ❑ ❑ DD �' COOVER%W LWBS. t
1.
A' PLAN TOP
A�4(-Y
SECTION A -A i
1 " MAORI
24wN" dA IT COVER B
229"Gu Q -O TRAFFIC
CONDITIONS
MACHINED ,A11.❑ ❑; a ❑�s\\
y'� 20'dA ya R L Fal.J_ 0.0.i1♦r _TL'.�JI T1�1,
1 UTTERING ' n/ ( O LJ T
OPTIOMK 1 ❑•Y LJI IJ ❑ OF f
S4 DIAL ❑d❑❑ I _ \ �1-I A
�O' ONT
CGVMARE IS USS
r RIK ❑� D -' COVER 105 CBS. ±
Mi ��-
FRAME TOP
OTHER COVER A OR B WY SE USED WON FRAME.
APPRO22" CIA
COVER X170 LLEETS. ± +
SECTION A -A SHEET 4 O 5
dPELFC, IAA
STANDARD MANHOLE FRAME AND COVER
224
xy VRBNA DEPARTMENT OF TRAS'ORTATCN REV. )/O2
IN 4
�VDOT: STD MH FRAME & COVER
C13 NOT TO SCALE
CG-6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST N PUCE.
L CONCRETE TO BE CLASS AT IF CAST N RACE.
4000 PSI IF PRECAST.
3. COMBINATION CURB M GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURED SHALL
SE PM FOR AS RADIAL COMBINATION CURB M
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
MANAGE LAYER.
THE BOTTOM OF THE CURS
TO THE SLOPE 6� SUBBASE COUTRSES MAII'EL
AND TO TIE GERM OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN N MPFl01% A
/^_I �2" R OF THE VOOT ROAD DESIGN MANUAL.
e'•
Y'+Y
, D D
A D D • D • D • D
2�D
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
TIE BOTTOM OF TIE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF T"
5 MANTANED.
COMBINATION 6" CURB & GUTTER
REV.I
502 )MONA DEPARTMENT OF TRAASPORTATOI
20.03
DI-3A 3B, 3C
EXPJ
VDOT: CG-6
NUI IU SCALE
EXPANSION KEYED
COAST, BARS
qNT
BAR 0
BM�
MS F
3F I
I
114iu
3._5..
I'.MIN. PLAN SECTION A -A
MIN
1 'MAX. F� 10' MAX
A L-VARIABLE - MM. 20' (' KEYED CONST. JOINT
I.WARPED
E 2'.p�� S. 2�_5�� S. 3..0.. 2.. 11
GUTTER
B Z BARS A APPROACH
a
I_ __E' ... 1•'
BARS C
E
IBORE F BARS E �B ro I iN3" DIAMETER ry BARS E
WEEP HOLE FRONT ELEVATION BARB F B" T-B" 8"Burs B
- - - (GUTTER REMOVED) 1. IE.
/"
S. LAW- 1.Sxy1" BENT PLATE SECTION B-B
TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 L CC-7 STANDARDS, / Ll
R LI X2'/..I
TYPE B ROSE DETAIL SHALL BE USED WITH CC-2 B COB STANDARDS GALVANIZED
TYPE A TYPE B V • X 4" STIR SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN MOLE OF 68.30- TO ANGLE RON AT 2-C-C.
CONNECTORS AND IS TO BE ANCHORED WITH %' X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2-C-C,
2"
FIR PAVEMENT
DI-3A �L ,� DI-38 L DI-3C . . -.rF-
WARPED PAVEMENT
z �
1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
\VDOT SPEOFICATION
ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE
SHEET 1 DF 2 REM90N DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 233
104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C)
Cl 3 NOT TO SCALE
GPM, 29, 2C EXISTING OR PROPOSED
SIDEWALK. SEE NOTE 1S
EXPANSION JOINT BACK OF GOEWALIf EXPANSION JOINT
I A rBw C5-C la �C
\\\\��0I IF
OF CURB �C
�I RACK CONTROL .
2._2.. 5' Mat
3'-6"
PLAN VIEW
L.A
5..
_ 5• CALV
BARS A-1
e LLB• C-I
BMSB
a WCd
BARS C
a e" C-c
BAS A
9 BV C-C
SECTION B-B COLLAR
=N I
1•.4" " III' _ '
Nl
BARK A-1 L 2N i'%2'/f"zV4"
L-VPIIIABIE-MN(. 20' I G&2�1 MPROACM ro
5" 2'-2" '• 8" J'-0" n - SURFACE GAV. WGX12
GALVANIZED W 5 X 12 I T2"
GA •BIAS E SI RFKESECTION D-D
1 L a V C-CWELD�� I
// �� NIILIA3" DIAMETER! p/A(/\�/1a/11 B 9 6" C-1 .� .. GRV. wELD ALL
WEEP NC.E NICE BEE xDrE a %:° X 4^
CONSTUs-_.
SECTION C C C0N"E"`
o caL_a
FRONT ELEVATION GWHEN NNE TO 1"
WHEN INLET Is USED SECTION E-E
O 2B WITH MEDIANS.
WARPED GUTTER
SANS A-1 APPROACH GUTTER
r r T.
IIrII __J =
NA
zl _ I FLOW "<P WEEPHME 51� x .I 11 I. L 2' ,Q' A.^xV4"
o BARB A-1 - r 5 BARSA E B BEHi PLdESO�HVVIIHH22EEDD
a BARS - a D" C-C SU FACE
g=
fOR VSE OM GRADES BARS e a / K4" STUD '.
DI-2C I- CONN
` �i BARS F F CC I/a'. WELDED TO AM.L
= 111 - IRON a 3-C-C
L-M,,
TYPE A SSUR�FACETYPE B
WENOTE 5 NOSE DETAILS
TYPE A NOW OETAL BRILL BE USED WITH CG-7 STANDARD.
I TYPE B NOSE OETAL SHALL BE USED MOTH CO6 STNDNND.
GALVANZED RATE FOR TYPE A TO BE BEfi)T ON AN ANGLE
FOR USE N SACS SECTION A -A OF
30'AC000,D IS T wBEDEAN HOOREEEDHt"TPiA'ATE W STAG.
BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -I.
ROAD AND BapSTANDARDS STANDARD CURB DROP INLETE�T"Re'E"
11
SHEET + OF 2 REASON DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' 233
104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
D1�
VDOT: STD. CURB DROP INLET (DI-2A)
NOT TO SCALE
sFE STANOMAD SL-I FOR APPLICABILITY OF SAFETY SLABS. B
3._5..
I'.MIN. PLAN SECTION A -A
MIN
1 'MAX. F� 10' MAX
A L-VARIABLE - MM. 20' (' KEYED CONST. JOINT
I.WARPED
E 2'.p�� S. 2�_5�� S. 3..0.. 2.. 11
GUTTER
B Z BARS A APPROACH
a
I_ __E' ... 1•'
BARS C
E
IBORE F BARS E �B ro I iN3" DIAMETER ry BARS E
WEEP HOLE FRONT ELEVATION BARB F B" T-B" 8"Burs B
- - - (GUTTER REMOVED) 1. IE.
/"
S. LAW- 1.Sxy1" BENT PLATE SECTION B-B
TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 L CC-7 STANDARDS, / Ll
R LI X2'/..I
TYPE B ROSE DETAIL SHALL BE USED WITH CC-2 B COB STANDARDS GALVANIZED
TYPE A TYPE B V • X 4" STIR SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN MOLE OF 68.30- TO ANGLE RON AT 2-C-C.
CONNECTORS AND IS TO BE ANCHORED WITH %' X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2-C-C,
2"
FIR PAVEMENT
DI-3A �L ,� DI-38 L DI-3C . . -.rF-
WARPED PAVEMENT
z �
1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
\VDOT SPEOFICATION
ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE
SHEET 1 DF 2 REM90N DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 233
104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C)
Cl 3 NOT TO SCALE
GPM, 29, 2C EXISTING OR PROPOSED
SIDEWALK. SEE NOTE 1S
EXPANSION JOINT BACK OF GOEWALIf EXPANSION JOINT
I A rBw C5-C la �C
\\\\��0I IF
OF CURB �C
�I RACK CONTROL .
2._2.. 5' Mat
3'-6"
PLAN VIEW
L.A
5..
_ 5• CALV
BARS A-1
e LLB• C-I
BMSB
a WCd
BARS C
a e" C-c
BAS A
9 BV C-C
SECTION B-B COLLAR
=N I
1•.4" " III' _ '
Nl
BARK A-1 L 2N i'%2'/f"zV4"
L-VPIIIABIE-MN(. 20' I G&2�1 MPROACM ro
5" 2'-2" '• 8" J'-0" n - SURFACE GAV. WGX12
GALVANIZED W 5 X 12 I T2"
GA •BIAS E SI RFKESECTION D-D
1 L a V C-CWELD�� I
// �� NIILIA3" DIAMETER! p/A(/\�/1a/11 B 9 6" C-1 .� .. GRV. wELD ALL
WEEP NC.E NICE BEE xDrE a %:° X 4^
CONSTUs-_.
SECTION C C C0N"E"`
o caL_a
FRONT ELEVATION GWHEN NNE TO 1"
WHEN INLET Is USED SECTION E-E
O 2B WITH MEDIANS.
WARPED GUTTER
SANS A-1 APPROACH GUTTER
r r T.
IIrII __J =
NA
zl _ I FLOW "<P WEEPHME 51� x .I 11 I. L 2' ,Q' A.^xV4"
o BARB A-1 - r 5 BARSA E B BEHi PLdESO�HVVIIHH22EEDD
a BARS - a D" C-C SU FACE
g=
fOR VSE OM GRADES BARS e a / K4" STUD '.
DI-2C I- CONN
` �i BARS F F CC I/a'. WELDED TO AM.L
= 111 - IRON a 3-C-C
L-M,,
TYPE A SSUR�FACETYPE B
WENOTE 5 NOSE DETAILS
TYPE A NOW OETAL BRILL BE USED WITH CG-7 STANDARD.
I TYPE B NOSE OETAL SHALL BE USED MOTH CO6 STNDNND.
GALVANZED RATE FOR TYPE A TO BE BEfi)T ON AN ANGLE
FOR USE N SACS SECTION A -A OF
30'AC000,D IS T wBEDEAN HOOREEEDHt"TPiA'ATE W STAG.
BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -I.
ROAD AND BapSTANDARDS STANDARD CURB DROP INLETE�T"Re'E"
11
SHEET + OF 2 REASON DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' 233
104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
D1�
VDOT: STD. CURB DROP INLET (DI-2A)
NOT TO SCALE
sFE STANOMAD SL-I FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MI
NOTE 1
THE TOP OF MASONRY IS TO BE LEFT
FRAME L COVER
SUFFICIENTLY LOW. TO PERMIT PROPER L
ADJUSTMENT OF COVER ND FRAME TO
GRADE BY THE USE OF MORTAR OR
=
BRICK AS DIRECTED BY THE ENGINEER.
a
21_al
L
sTITMlo
'• 6" c
U
RAT AAS TOP AS DETAILED
ON STANDARD T-MH-2 MAY B)
rR
SUBSTRUTED FOR TAPERED
SECTION WHEN APPROVED BY
•••.
THE ENGINEER.
ST'D.ST-I
Ar 'f. ..
8�A
45•
HALF PLAN VIEW
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
NOTES
t QUANTITIES SHOWN ME FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
OBTAN TRUE OUAMITIES.
2 A BASE THICKNESS OF 9" WAS USED IN
COMPUTWG CONCRETE QUANTITIES.
3, INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH,
4. MATERIALS MAY BE BRICK. CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK
5. IF BLOCKS ME USED THE MWWUM
THICKNESS OF SAME IS TO BE 5-
OTIER TMCXNESSES ME TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS-%
THE COST OF FURNISHING AAO PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING IS TO BE INCLUDED IN THE BD
PACE FOR THE STRUCTURE.
SPECIFICATION
REFERENCE MANHOLE FOR 12" - 4811 PIPE CULVERTS ROAD AND BRD�STANDARDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF !
04120 106D1
SP6ECJ
STEM
105
502
DIAMETER=•4 =8 a(2. WALL THICKNESS) 16
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CO. YARDS
4
0.5
OMIT
1.437
5
OJ
0.785
1.699
6
0.9
0.785
t961
7
LO
D.765
2.223
a
t2
0.785
2.485
9
1.4
0.785
2.747
D
1.6
0,785
3,009
11
19
0.970
12
2.2
0.970
3.817
2.5
0.970
1.179
0:97a
4 90370
tlNC..E
FIE
5.265
1,173
6.032
0.M2
VDOT: MH-1 DETAIL
NOT TO SCALE
i-
.e..i
.a..i
Cl
SEE
NOTE 4 .i .. a'.i
A
II.i.,:i .i
4" I` 6'-
�1" RADIUS
a.
e
SLRFbE
f.
'e BASE
VDOT: CG-2
NOT TO SCALE
CG-2
NOTES
1. TINS ITEM MAY BE PRECAST OR CAST IN RICE.
L CONCRETE TO BE CLASS M IF CAST N PLAIT.
4000 PSI IF PRECAST.
3 COTS HAVING A RADIUS OF WD FEEETT. OR LESS (ALONG
FACE OF CURB) WILL BE PAD FOR AS RNNAL CURB,
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED YUCX AS 3" UP DEPTH)
N ORDER THAT THE BOTT OF CURB LL COINCIDE
WITH THE TOP OF A COUI OF THE P ENT SUBSTRUCTURE.
OTHERWISE THE DEPTH K TO BE LLB• AS SHOWN. NO ADJUSTMENT
N THE PRICE ND IS TO BE MADE FOR A DECREASE ON AN
INCREASE N DEPTH.
R 5. CG-2 IS TO BE USED ON ROb1YAY5 M=EYING TIE
�ENDIXXEA OF THE FOR MOOT ROSLDIVJVIN N NANUAL
BASE
SUBBASE
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
2" T --8"
D
2• R es, 4•
III V p
�. ° L. • b: SIIIFILE
s 6
s s. • e'.
SEE
IOTE4 '�'•s.. s.
e.
D. .
. s. • s, . BASE
v..
V'-IN.. .s
�. . e.
I SUBBASE
12 VDOT: CG-3
C13 NOT TO SCALE
NOTES'
1. THIS ITEI,) MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLASS A3 F CAST N RIDE,
4000 PD IF PRECAST.
3. CURB HAWING A RADIUS OF WO FEET OR LESS
(ALONG FACE OF CURS) WILL BE PAD FOR AS
RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS NIUCH AS N
(13" DEPTH) OR INCREASED M MUCH AS 3" (19' DEPTH)
I ONDER THAT THE BOTTOM OF CURB WIL OCINCDE
H TIE TOP OF A COURSE OF THE PAVE ENT SUBSTRUCTURE.
THMEE THE DEPTH 5 T BE 16• AS SHOWN. NO ADJUSTMENT
TIE PRICE BID S TO BE ARE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. CG-3 15 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS
FOR Go
AS SHOWN IN APPENDIX A OF THE VDOT ROM DESIGN
MWWAHHNUAL. II55 FHDD 5. WMINER CBB,HIS /TXRAIISITOION IS BE�4LE WITHIN
10.01? sE CHANGE N STANDARDS MANE AT REGULAR
OPENI
STANDARD 4" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
EFAGN
TWNCE
105
502
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
4� J ST M.- IMP a
Lic 183
Fj Zr
�rSlONAL
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
2021.04.05 IACSA]
2021.04.13 [FINAL ARB]
2021.04.26 )ACSA, BID SET]
2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO.
SITE & VDOT DETAILS
C131
H
W
J
z
I
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
■
\ BRANCH
12" J J ■
2„
FLEXIBLE CONNECTION -/ NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
F_ BE CORED AND A FLEXIBLE
w CONNECTION " BOOT "
oINSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
W A TE
2500 P.S.I.
CONCRETE
THRUST BLOCK
NTS
FIG. S-I-B
ACSA: TYPICAL MH TIE IN PLAN VIEW
NOT TO SCALE
L- E GALVANIZED " WITNESS " POST WITH
E ENDS ^ LINTED BLUE IN REMOTE AREAS
I:ECTED.' KER LOCATION MAY BE SUBJECT
T HI H "?Y' l E-RTMENT APPROVAL.
FI I HE _�A:E
it
i.J .
AD 1 VALVEBBOXTRAFFIC
LIE) RATED
kw+�-.ERE
MA
GA'E-
NOTE IN REMOTE AREAS, VALVE BOXES
SHALL EXTEND SIX (6)INCHES
ABOVE
'BADE
TYPICAL
GATE VALVE
NTS
FIG. W-5
2 ACSA: GATE VALVE TYP.
C14 NOT TO SCALE
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
1'-O" MAX
2'-0"
RUBBER COATED STEEL
I„
STEPS CAST IN PLACE
3 -0
MIN
PRECAST REINFORCED
CONCRETE SECTIONS
12"" MIN
"0" RING SEALS
A
16" MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5"
4'-0"
5'
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE
VARIES
CHANNEL TO BE FILLETS
3/4 DIAMETER OF
CONTRIBUTING
-- =sr_
-
SEWER.
4
° ° 4
12"
A FILLETED INVERT FOR A SMOOTH
ad
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6" BEDDING
NOTE
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE
SECTION
SHOWING BRANCH TIE-IN
N.T.S
FIG. S-I-A
TD-25
ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN
NUI IU SUALE
NOTE: MIN. 60' DIAMETER MANHOLE
REQUIRED.
MANHOLE PVC CROSSU�
USE APPROVED FLEXIBLE RUBBER w
nnnr o`
61 GASKETED
STOP COUPLING
27'
PIPE STRAPS
° (STAINLESS STEEL)
SPACED EVERY
2' VERTICALLY
a �90' RESTRAINED BEND
E
PLAN
PROFILE
MIN, 6' BEDDING WITH NO, 68 STONE
1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO
(2) FEET.
2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
THE DROP FITTING WITH STANDARD GASKETJOINT.
3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF
STAINLESS STEEL.
4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
TO SPRING LINE OF MANHOLE INVERT.
5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW.
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR
TWO 8" DIAMETER DROP CONNECTIONS.
STANDARD INTERNAL DROP CONNECTION
N.T.S.
FIG. S-1-122
TD-30
ACSA: INTERNAL DROP CONNECTION
NOT TO SCALE
[oMPRrSICN . 3/4' MALE PIPE COU°IJNG
OR APPROVE) EQUAL
I' TYPE SOFT COPPER
1*0'.
NOTE:
NO SWAM. nmNGS
DUAL SERVICE
' TYPE it
SOFT COPPER
SINGLE SERVICE
N01E
1) SADDLES SHALL BE USE: ON PVC PIPE
TEE
FOR USE ON ATTACHEL' SINGLE FAMILY
RESICENTIAL sERMCES OR DUAL RESIDENTIAL
ANO IRRIGATION SERVICES
z.
I' COMPRESSION . 3/4' MAIL'RE CG)PUNG
CA APPROVED EWAL
Frf, USE ON UETACHE'd 4NGTE FAMILY
UEWVC TIAL SERVICE WERE AN IRRIGATION
MEIER 15 NCT PRCVICEP
CAST IRON UP.
FINISHED GRADE
//
IK
MARHALL
BOX
i�A
w
rl
3R•
MLOU
N
f.OPr{h
;a DEW: COUPLING
s,
•� CORPORATION STOP `''!_ y'•%M�'A' t-;r4"'• NEBRICKCESSARY
A
'i�l�r�.: NECESSARY
SAND OR DUST ,HIDER =`�-'�� 4' OIAAEIER GRAIN PPE 12'
nox AND SETIEF t2-INCM 4_1 . LONG STOW POCKET. VDOT
MINML.N Mtl[NESSI �:•.L1•T.N^• SPEC. 20& NO. 57 Afi3cEGATE
...... :oe::K .....z
TYPICAL SERVICE LATERAL INSTALLATION
(5/8'/ & 1" METERS)
NTS
FIG. W-6A
TD-10
CSA: TYP. SERVICE LATERAL INSTALLATION
NUI IU SUALE
wK•z lORs mi1.7_111Is]00•r." Ir0l IN ION Izy [cm Kell] 0u1aIus]00 F:1Ir0NIEll
INITIAL BACKFILL
BEDDING
3 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
INITIAL BACKFILL
UNSTA
SOIL
#68 STONE
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
ACSA: DIP INSTALLATION
NOT TO SCALE
`I�1dl�:�y�:i�l NI���I�:L1�K•P►I�IX�IIPP►■�NlIX4�
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4". -m
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. /
■lI11004I010
2' MIN I I
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
ACSA: SEWER LATERAL CONNECTION
NUI IU SCALE
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN wl
2' TO 10'
(270')
22 VALVE BOX
7 CU. FT. lr
#68 STONE[
6' GATE
'` •> VALVE
° B" X 6"
'ft TEE
250E P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESALLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM
J ST M_S IMP a
Lic 1p , 183
rr'
�`sSlnueT 1✓��
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
2021.04.05 IACSA]
2021.04.13 [FINAL ARB]
2021.04.26 IACSA, BID SET]
2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA 8 MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO
ACSA DETAILS
8 ACSA: FIRE HYDRANT ASSEMBLY
C14 NOT TO SCALE C14
1.5" SM9.5A ASPHALT
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH PART V. SECTION G OF THESE SPECIFICATIONS.
SET DOGHOUSE BASE
ON CONCRETE BLOCKS -
DOGHOUSE OPENING SHALL
BE PREFORMED BY
MANUFACTURER OR
SAW CUT TO FIT PIPE
OUTSIDE DIAMATER
PLUS 6".
_ EXISTING SANITARY
SEWER PIPE
MIN. 12" CLEARANCE
BETWEEN EXISTING PIPE
AND STONE BEDDING
12" THICK VDOT
No. 58 STONE BEDDING
8"x8"k16" AND 4"x8"xl6• •°°�'-
SOLID CONCRETE BLOCKS
CENTER W/RISER DOGHOUSE MANHOLE BASE
WALL (4 EACH)
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
ON FIGURE S-1-A WTH 3,000 PSI CONCRETE
OR NON -SHRINKING GROUT
12" MIN- CAST -IN PLACE
3,000 PSI CONCRETE BASE
FOUNDATION SECTION VIEW
I IIIII IIIllll11111111111111111111111111111111,I.I.II.I.I IIIIIII IIIIII IIII III IIIIIII IIIIIII III III IIII III III IIII IIIII
NOTES:
1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE BASE
SHOWING "DOGHOUSE" INSTALLATION
Pi
FIG. S-1-Al
LD-26
ACSA: TYPICAL MH BASE - DOGHOUSE
NOT TO SCALE
PLACE 5' GALVANIZED " WITNESS " POST WITH
! CAPPED ENDS PAINTED BLUE IN REMOTE AREa
AS DIRECTED, MARKER LOCATION MAY BE St:-E T
TO HIGHWAY DEPARTMENT APPROVAL
FINISHED GRADE
C RATEII
D
_VE
G AREA
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES AF'VE CRAI'IE
TYPICAL GATE VALVE
NTS
FIG. W-5
2 )ACSA: GATE VALVE (TYP.
C15 NOT TO SCALE
HUNTCO Wm.274 m :Henuocons Pon ruP n a�7296m,a
MIIB IXWItCCWpph'
&b x2
THE
STAPLE
FINE ev«-cla«k'Bfaple" Style
Nke rack D Pomand CITY
Cale approved. Lock N UPI
C TISTauanoNl
MOTERIAL OPnoxs
n 2" Scn. ao Route Steel Pipe
(shown)
n 2".2- Square Steel tubing
(Rpacutler Prool)
CI 5/8 E2112'Steel
Flat Be( (PlOSRUR rPri
-Steel Flanges(Varieq
DIMENSIONS
-1. ergM
s wmlb
-3111.1 a
o cusrom SDe Nmghgtengtb
MOUNTING OPTIONS
❑ Flange Mauntmanseve)
(6).n Mounting HMea
o In -Ground
n• Leg Emnslans
FINISH OPTIONS
❑ MNSWInM«Sleel
ra SpHn Nnbh
❑ Hot UipPed "nimd
❑ PowU«CaanrO
•
❑ m«mcplwNc CREEP,
1
ADDITIONAL OPTIONS
❑ Fiona Cavorcavalabli
addalonal ca ..nd
PlDeonly)
WnD.«ln .d HIGHad, A NanDP Squma biM aFkap.
[;�T
RICOMMMNID LAYOUT
NOTES:
Iffirestri
4 Minimum Spacing
M, P•eom n-r ed aoaeln.
gF-
Ilir ;
Sa'
a - has -
ki Vas,
FIRM nBDInnM
NwmNalMwt
PROVIDE (2) "THE STAPLE" RACKS OR EQUIVALENT FOR A TOTAL OF 4 SPACES.
3 BIKE RACK DETAIL
C1 5 NOT TO SCALE
FEATURES
• Available with our Signamm Pep mavivon finish that produces a
rich color, distinctive rummer and weavoicsumnt surfice
• Acmmodates surfice infiltration of a minimum of 100 inches of
rain per hour
• Palletized layers patterned in arcomodate effdcieM mechanical or
manual moWlatioa
• Full petimetcIF W joint width
(IrKeta Americans with Duabilam Act)
Hidden Paver spacerbm for maximum aesthetics
• 3 W" far commercial applications
• Pallet includes half sizes
Half Paver 3--S5'L5-
224MTule/ 56 Half
88
3,1381bs
8
IN
m
BM-25.OA ASPHALT BASE COURSE
0 0 0 0 0 0 0 0 0 0000 0 0 0
0 0 a 0 a 0 00 a 0LO O 6" COMPACTED VDOT #21 A
I -III -III -III -III -II COMPACTED SUBGRADE MIN CBR=6.0
TO BE FIELD VERIFIED
4 \MAIN STREET ASPHALT DETAIL
15 )NOT TO SCALE
1.5" SM9.5A ASPHALT
2.5" BM-25.0 ASPHALT BASE COURSE
0 0 0 0 0 0 0 0 0 0 0 0 0 0
III III COMPACTED SUBGRADE MIN CBR=6.0
TO BE FIELD VERIFIED
5 )HEAVY DUTY ASPHALT DETAIL
C15 NOT TO SCALE
2" OF SM-9.5A SUPERPAVE
O°O°O°O°O°O°O°O°
I -III -III 6" - VDOT #21 A BASESTONE
III III III -I- COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED
6 ATYPICAL PAVEMENT SECTION
C1 5 NOT TO SCALE
1. Eagle Bayer PICP Systems accommodate a wide variety of S. The mdd-purpose pameable Pavement e,I. land-ure
atommater management objectives due m 9exi ity of
Ouning and leads to more effiEi t uw ofavailsble land for
Paw -mot Dedgn„Storage Quantity Capacities, andl4hta
greater emno cvalue, repecially in high-demity Urban«eae.
QvdityTreament
Utilizing the subazi O padtyofthe PICP System below the
Pawmr°t wnneS mrfim, ere oppored shove 8romd enrage
2. RumffreduLtion ofupm10D96, depending on project
pmdeSET the deep earvatdon mecMred by beL3wgeade confined
design pammam.
apses systems, aaomplisbec thk goal
3. Provider both Channel Tristram and Flood MItlgation.
9. May d.. project Orion, by Eadedng sdimsnating drainage
and retennon/drtmtion systems.
4. Mmimiusgmll`dweter recharge with imp.wdW.t QVabi
IQ May reduce cost ofmmplienm with namwarer regulatory
5. Allows for Letention and smmge ofldormma for possible
mquGme and bow¢ Municipals Smte utility
reuse for irdgatim or oths mn-potable applications.
atsmwata fen.
6. Red. arm -print -coons pollutants in «ormwarer, thereby
11. Solu Reflectivity Index compt. Mill,.h. heat island
mitigating impectm surrounding surface waters, end may lessen
effect and thermal loading ofsuaounding surface and/or
a eliminate demnameam flooding and atmam bankerodon.
mtflowwaterswhm Eagle Bayva SRlLompliant colon are
apcdfied.
7. Minimizes impact and a ENDe ung Storm wGTE
combined amrmwater and Seaver systems through reduced
12 Accommodates pvvment design to provide both doodanial
Fork discharges.
Stability and abualaml integrity for a variety oftfatBc loads,
including Secondary Roadways, Light and Heavy Duty traffic
requhemenb.
CROSS SECTION DETAIL
TYP. NO. 8 OR NO. 9 AGGREGATE
IN 101N7SN0IDS
EAGLE BAY PICPS: MINIMUM DEPTH 311
n 4 < .. 44 4" - 3,000 PSI CONCRETE
.4 a-77
°°°°°°°°°°°°°°°° 4" - VDOT #21A BASESTONE
O_O_O_O_O_O_O_O_
COMPACTED SUBGRADE MIN CBR=6.0
TO BE FIELD VERIFIED
TYPICAL SIDEWALK SECTION
NUI IU KALE
4" CRUSHED GRADED STONE DUST
00000000000000 4" AGGREGATE BASE
FABRIC SEPARATOR, IF REQUIRED
III III III ICOMPACTED SUBGRADE
8 )CLASS B TYPE 2 PATH DETAIL
C15 NOT TO SCALE
Z886 SPECIFICATION SHEET
�er 6-114I1591WIDE REVEAL TRENCH DRAIN SYSTEM TAG
DInIMNDna Dam irrdNs, and [ ram ]) are Subject m Manummmng Tomrances and Change WlDlmn Pi
WECIMM ENGINEW 15 P6PMa51Bt£ Ini
CdIa km LTtuiOAD"T ANr N61NFbg"NL
BAUD UPON APPUrugmg waD KCAL CCCES
e4 [159]
11021 51J [2C64]
4 [1071 Miri I ��80 [2C32]-
INv� 11B11
T [32] 4 [102] MIN. Np-laaalmwrm lenman;Nsge.Ie So.
ENGINEERING SPECIFICATION: Zum Z898 Channels are 90' 120V.1 lase. 8-iN-
[,.9mm] wide reveal ana have a 4' f l'�_ MI throat Mmumr. ran sections are made
of T. water abswtt t H:gh C-a i, PWsethytene IH➢PE, Channels have a Pos2Me
mechamca commotion between channell .cta:z cat III • T separate dunno d,eX
maalation antl mec^:.r ca8y lod. �ntc ?= conmte wrmuo a minimum o1 every iD'X
I�54mm]. hannek_ ne�oh ass D,rn _ 31 Ibs per .+exfeot [3 B kgg J, haw a,moon 1,-X
i item] a:.sed Stec Cex cg bceom lath a Mann,tre's meT,nent of 009 antl 75^.
or neutral D h m slope Channels haw 2bardps smndatd W stave Vence r 1s Tmal
aratch hannels are pro rde t la`s smlMartl DGC gates Ihat rick davn lath *,mkdo x
bars To the d wan no Is of intended b dymphre traffic badnos. Zum 5-3d8 [t37mml
wide reveal Ductile Iron :'red Grate Lvdaming r ASTM spec: Stan A538-84 !',Wade
80 55-DO Ductile Iron gate z -3*d dam C per the DIN EN1433 rep load cl s ficalians
suPplred n 0 f Osmm] non a krgdEs vein 1? jl3mm wde sbN, and 3,4 119nm]
beating aeFM Grate has an open area of 28.1 sq. ST per 180.308 sq. ram per meter]
- pn wool EignigFc, Demay Pdyedrykm fHDPEI'
SUFFMOFnONSID*CWspedry a MWMtgdadl
AMErA
X_ Dbsfd EltlC� L2 2[[StJNPMab'aorttan 012e1
-f2 2[61jNo-MubEnd DL9et = U4 317 Vo-Fabfivlan OWet
.E3 3It11f,'0W2NG-21, ad Older 1H <if[fI No BomIm DIM
{i 41 INDJWb End Ote*t X 119 91` No-Hw Bottom Outs
NIM
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ty j��r...nr.Pl�cslnu.aet-WAMM
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au.ulren(ra)y�,o�t{�
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42S
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SWGS Sip ResismlEtSmwless Sleet Wire Gras-Cuas8
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SW
Typp3Dr$mwkss2loT we FarN
Sdewbi EatmLson.b Fs^.ampHgl+
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Brans DlagMl�Oemmkre GWave CmssA
Ducde Nonidcttar LxooratNe C2M-C]mC
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Sp<
BbskPddR.1_ pri CmsmL iicate-clan C
-GMG
Gales MSeelMesh Gr-ClassA
-BC-
G.W.dOur&1. Bar GREG-CmeC
44PS
Hze4Proof Bmrcle& m Gan - Class A
-06G
Ducwe I= Cap Bar Grate- ClassC
-JNS
Heek-roof Saw3esa 9zel Sbded Grace-CIai
-DC
Duudlelmn Soled Coves-C1 C
SCD
sui,nss SIEl Cimdar DsrdaDve Grme-class a
X7-DGC
^DC
DIw•Melrm Boned Cagle -Class C'
GaNantsd Dunk Stand Gam,- Class L
-SDD
-11MG
Stables Stem Desolarm Gram-CST%B
-{Xi
Fberolus Cxx-CmssA.. ^ -
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SMess SiW/ Me CD -CD A
Antics SLWDesoreaeCx -cuna
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HeeiAodfai-n,n Gras-CmssA
_____-.-_
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LongsdriOuamADAGEre-Claus
-DGCi7511
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-DFc0eIm
Gg:,*CuCMraQDG
Fabrnm,ke s
-RG
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FS
FarmaEd SmkdlSted Skod Gras-CmssA
RFGC
ReirAtmWM$ dGarmmed Gmle-CIMC
-43OC-USA
GaNal dDlaa SbW Gate - Class C
_"SC
Rwrlb Sbmedsmwam S"&M-OMC
-PG
Pef=WGa6w4nd9mdCr -CimA
-RFGC
Reirtbmd Pefmw Ga nD Gram, -Clae,C
-hPGR
cat,a Pe l TS Reverse PuMMM-SIpAt
-_RPGR
Reireaed PwbraledGaNaraW Reverse Punch Grolier- Class 8
-
4UPERC
Reidaari Gaem PabaNa ReversePwAAmbap
?PC
Pmsac Pef l Gras-ca c
ae (a-ClassC
PS
Perrurated$$u"m SWGrant-CtmA
-RPSC
Relrkm&d Petfaaed Sma .Sm,a Gras-CmssC
-SC
FabrwaNd SNnmu S"SDid Caser_ClassA
Reim cel Pedorated Sm.ness Sore Reverse Ptdxh Gram-CmssC
-
-?BSRC
OSAIfreOle epims
H•AebemsOplMN
418
Balv rn ne Scaner
-w
VadL~Locidow
-
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e+•
Brmze oueGrre-^mssA
Deoraive Cm OpYars(lusdClasikasms ere per MN E`, t4S31
ARZ
Nsel BraceQ.ToeGran-G'aasA
_43CD
Bans CmWDernrabve Gre-ClX,A
-PSR
Pe'fameaamMms^p.eel R3s-d3ate-ClaszA
--STWC
Sladess Transverse Wes GraN-Class A
1um IamMbM•- LLC I spadlldaU mamo• OPwadm Rent AC
TNT t Ptiaargh AwN,e. Ene, PA J._,A 15502 Ph 655 h}9a76, Frat al 4 ?Tli Date: 11fl14/201 Y
ST Camara Z. emlMbta• umm C.N- No. 142150
TaoG Godi One Uni t0, 0.uM ar.O MDL TSW6 T,2 871`49ltr5i Prod. I Dwri No. Z886
www.anrn.com
NOTE: ORDER GRATES 8601, 8602, 8603, & 8604.
OUTLET W. 6" HDPE BOTTOM ADAPTER TO 90' HDPE ELBOW TO 6" HDPE DRAIN INTO STR. E6
TRENCH DRAIN DETAIL
NUI IS) SCALE
1o)PERMEABLE PAVERS DETAIL
C15 NOT TO SCALE
SHIMP
ENGINEERING2-
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
Ml
r�
Y.,
4� ST M.a
Lic 183
Z�w4
�SSInueT ti��
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARBI
2021.03.22 [FINAL SDP]
2021.04.05 IACSAI
2021.04.13 [FINAL ARBI
2021.04.26 [ACSA, BID SET]
2021.05.14 [VDOT, ACSAI
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA & MEP COORDINATION]
2021.07.06 [FINAL SDPI
FILE NO
SITE & ACSA DETAILS
EAGLE BAY USA 1231 NIlu Road, Richmond, VA 23237 • 800-321-9141 • commpayesales®mglebaywa.mm • waraeaglebayusa.com
F/AUMM Im Mlb rod,RMMM,Ra2d1•taa215141•wmmazwsuEirs,gl¢rsess min- See sasleozrvs"and ECOBAY"PICP
C15
Page 6H-18
September 2019
September 2019
Page 6H-19
Typical Traffic Control
Shoulder Closure with Barrier Operation
d4gure TTC-6.2)
NOTES
Guidance:
1. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign
spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where
the posted speed limit is 45 mph or less.
Standard:
2. On divided highways having a median wider than 81, right and left sign assemblies shall be required.
3. Group 2 Channelizing device spacing shall be at the following:
Group 2 Channelizing Device Spacing
Location
Spacing
Speed Limit
mph
Location
Spacing
Speed Limit
(mph)
Location Spacing
Speed Limit
(mph)
0 -35 36 +
0 -35 1 36 +
0 -35 1 36 +
Transition
20' 1 40' 1
40' 7F 07
80' 1 120'
'Construction access spacing may be increased to this distance, but shall not exceed one access er'/, mile.
4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and % L for
all other roadways (see Note 7 of TTC-5 for values of L).
5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated
around the curve in lieu of a straight-line slope.
6. 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 in 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. Contact L&D Standards/Special Design Section for approved attenuators.
7. 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 delineators shall be
installed along the traffic side of the concrete barriers. Barrier delinators shall be spaced on 20'
centers along the transition or taper sections and spaced on 80' centers2in-between the barrier
panels approximately 24 inches up from the roadway surface.
Lion:
8. The barrier shown in this tvnical annlication is an example of one method that may be used to close a
shoulder of a long-term project.
9. The RIGHT SHOULDER CLOSED (W21-5aR) sign may be eliminated from all roadways exceRt
Limited Access highways.
Guidance:
10. If drivers cannot see a pull-gf%area beyond the closed shoulder, information regarding the length of the
shoulder closure shall be provided in feet or miles, as appropriate.
11. An emergency pull -off area should be provided per Section 6G.18 and Temporary Trafflc Control Figure
ITC-8.
1: Revision 1 — 4/1/2015
2: Revision 2 — 9/1/2019
WP-2
TACK COAT THE PROPOSED
CONSTRUCTION JOINT
NOTES:
BARRIER FLARE
RATE
Speed Limit
(mph)
Slope
Ratio
70
22:1
65
20:1
60
19:1
55
17:1
50
16:1
45
14:1
40
13:1
35
11:1
<30
101
u
2: Revision 2 - 9/1/2019
Shoulder Closure with Barrier Operation
(Figure TTC-6.2)
G20-2 (V)
500'+
TRAFFIC BARRIER
BARRIER PANEL
SEE NOTE 7
BARRIER DELINEATOR
SEE NOTE 7
TYPE B
WARNING LIGHT
BARRIER PANEL
SEE NOTE 7
BARRIER DELINEATOR
SEE NOTE 7
BARRIER TRANSITION
SLOPE RATIO
SEE NOTE 5
FOR GROUP 2
DEVICE SPACING
`
SEE NOTE 3
TYPE B
s� WARNING LIGHT
GUARDRAIL
�'—SEE NOTE 6
RIGHT
SHOULDER
W21-5aR
CLOSED
W16-VP1
sFx< x s�LE:
OPTIONAL
SEE NOTE 10
RIGHT
SHOULDER
W21-5bR
EO
ROAD
WORK
W20-1
AHEAD
SHIMP
ENGINEERING[
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
_______
EXISTING SUBBASE
PROPOSED SUBBASE
O
---------------------------
U J
ST M.4 IMP a
COMPACTED SUBGRADE
Lic gn�I83
�161Z(w4
CONSTRUCTION JOINT DETAIL
�`r`SIONAL
®
REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
��G
®
PROPOSED MINIMUM 1 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x
MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1%2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE
SPECIFICATIONS.
1V0=
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 1 REVISION DATE
303.02
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
315
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 5
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2020.12.21 [FINAL ARB]
2021.03.22 [FINAL SDP]
2021.04.05 [ACSA]
2021.04.13 [FINAL ARB]
2021.04.26 [ACSA, BID SET]
2021.05.14 [VDOT, ACSA]
2021.05.19 [COUNTY COMMENTS]
2021.06.07 [ACSA 8 MEP COORDINATION]
2021.07.06 [FINAL SDP]
FILE NO
We 11A
MAINTENANCE OF TRAFFIC
C16