HomeMy WebLinkAboutSDP202100065 Plan - Revision 2021-11-19LEGEND
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 xp
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
OH0
OVERHEAD UTILITY
ucu
UGLI
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
0
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
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, 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 5519 PG 331 DB 3039 PG 209 (76-46F)
SETBACKS & STEPBACKS
Per approved ZMA201900003, setbacks & stepbacks are provided as follows:
SETBACKS
BLOCKI
Front
5' Min
Side
5' Min
Rear
None
STEPBACKS
BLOCKI
Front
None
BUILDING HEIGHT
Per approved ZMA201900003, buildina heights and stories are as follows:
Block 1
Stories' 1 Min -3 Max
Height 45' 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.
FINAL SITE DEVELOPMENT PLAN
CAMPUS: BLOCK 1
EXISTING USE
Forest
PROPOSED USE
Multifamily (128 units)
15% of total dwelling units, or 20 units, to be designated as affordable. See approved ZMA2019-00003 Code of Development.
LAND USE SCHEDULE
EXISTING Area %
Building 0 SF 0%
Pavement 0 SF 0%
Sidewalk 0 SF 0%
Open Space 221,720 SF 100%
Total= 221,720 SF (5.09 ac.)
PROPOSED Area %
Building 48,325 SF 21.8%
Pavement 67,098 SF 30.3%
Sidewalk 16,030 SF 7.2%
Open space 90,267 SF 40.7%
Total= 221,720 SF (5.09 ac.)
PARKING SCHEDULE
Multifamily, 1- & 2-bedroom units
1-bedroom units, 1.50 spaces/unit
(38) 1-bedroom units' 1.50 = 57 spaces
2-bedroom units, 2 spaces/unit
(90) 2-bedroom units' 2.00 = 180 spaces
REQUIRED: 237 spaces'
PROVIDED: 210 spaces
32 bicycle parking spaces provided
'Reduction of 12.2%, or a total of 208 spaces, approved by County letter of determination, dated October 25, 2021
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, sewer and fire lines require new inspection and testing procedures. The ACSA performs any testing and inspections
of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual
inspection and witnesses the testing of the building drain, water service pipe and the sprinkler lead-in connection.The
developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site
Utilities to perform the visual inspection and testing of all utilities not covered by the ACSA or ACBID. This includes building
sewers, water and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report must be
submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued.
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 1
AM
PM
Daily
Use Description
ITE
Qty
In
Out
Total
In
Out
Total
Total
Multifamily (Mid -Rise)
221
128 Units
12
34
46
34
22
56
696
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.
Block 1 Amenities: 44,257 SF required. 47,282 SF provided.
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
Total estimated fire flow at existing hydrant on Country Green Road is 1,244 gpm. AWWA Q20 calculation not provided,
indicating insufficient pressure drop for Q20 at time of testing.
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 RA(/ 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.
VSMP PLAN
Refer to WP0201800044 VSMP Plan Amendment, ABC Borrow Site (formerly Royal Fern Phase 1)
SDP2021-00065
TAX MAP 76, PARCEL 46AA
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE:1"=1000'
-
Claire Frances
0
�A
o
a Park A -
-.i &Ride
v
h"'
Nap RobLa farnQ
AZALEA
PARK
Azalea Park
Dog Park
"cover, Geek�
5
The Woodlands
T{mberlandQ
of Charlottesville v
Park Apartment!LD LYNCHBURG
ROAD
Redhelde
M munity Pool
Vat9q
V \
0
-
?
G
r. valle, Crossing
_v
APp
ad^dmw
Villas Al Southern Ridgev
1O1
FIRh
dm�r,�.nr,
Street PlaceQ >na wma
Apartments �TH
STREET
of
9
SITE
Sth r
.ks
�c
® Albemarle CountyFire
Oak Hill f •
Rescue-%mimstmtion
Albemarle County
®
°
o
epertmera or Social.
a.uw oavea
e
�Oeeaoatl�4n
�
4
a �
` Calvary Chapel ChaQ `
1 donesvule
The School0
Kingdom Hall of
Jehavehs Witnesses
we o G ` ray tea»
We County
s Authority® Biscuit Run Slate ParkQ
s Boys &Girls Club
Vyc 0-0 s „Satinwood
° �G�
anwn a ^3
SHEETINDEX
C1 COVER
C2 APPROVED ZMA201900003 PROFFERS
C3 ABC PERFORMANCE AGREEMENT
C4 EXISTING CONDITIONS: OVERVIEW
C5 EXISTING CONDITIONS
C6 SITE PLAN
C7 UTILITY PLAN
C8 GRADING PLAN
C9 STORMWATER PROFILES
C10 SANITARY SEWER & WATERLINE PROFILES
C11 LANDSCAPE PLAN
C12 LIGHTING PLAN
C13 SITE DETAILS
C14 SITE, VDOT & ACSA DETAILS
CI ACSA DETAILS
C16 SITE & ACSA DETAILS
C17 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
Holiday In
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
�c.
Im. S P Y
tr I n12t ���
/nArnt ENG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
FILE NO.
COVER
C 1
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. INFRASTRiJ 1 Ti7RESIMPROVEMENTS:
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
20' OFFSET FOR ADEQUATE
SLIP LANE SEPARATION
i
16' LANE
DEDICATION
40 0 40 80 120
Graphic Scale: 1"=40'
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�
3
85' SLIP LANE RADIUS
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
IThis exhibit is shown for roundabout
feasibility purposes. This exhibit shows a
2.5' CURB & GUTTER roundabout with a 150' inscribed diameter,
slip lane, and pedestrian improvements.
4~ LA1�1D�6ARE STRIP
Approximately 0.05 AC (2350 SF) ROW
4 TRUCK SIDEWALK _ dedication from the eastern portion of
ON — ` the project property maybe required
APRON 1 MAINTENANCE � for asingle-lane roundabout with a 150'
inscribed diameter.
Z N-150' INSCRIBED DIAMETER
12' TRAVEL LANE
T-
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
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.10.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
1111111110111►[6l
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 shall be 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 NeWhbgrho2d 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 Develapershallapply 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 throughout Zt to provide community access from the
Project's southern boundary tg * northern boundary nhanced
connectivity will include pathways pavedsd�lks, and raises 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
�r I I�lzl ���
ZONAL BAG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPf
2021.11.19 [FINAL SDPf
1911011101161
• � 1 A
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°16'12"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
L11
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
�r I1�lzi ���
ZONAL BAG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.10.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
FILE NO.
18.004
EXISTING CONDITIONS:
OVERVIEW
C4
\�% \ I \ \
\ \f IRON SET \�
�1T� 50.00'/
i \ \
4 \ \ \
T.M. 76 52K _�
WAYNE P OR VIRGINIA P COLLI R I D \ ', \\ \lkL`
BRUCE V THOMAS „ ° \\ fR \\\1 1 \ \
D.B.4457-592 \ `� \ BOUNDARY LINE'
/' \ 1 \ \\\\ \\
+ 1 ���, \ \ ACCORDING TO PL,
D.B.684149 PLAT / \ \\\\ ` ,� \\%\\ �\ \ \� RECORDED IN
ZONE: R4 RESIDENTIAL 4- \ \\°� \ \ \\\ �-D� .925-236
JSE. SINGLE FAMILY RESIDENTIAL F� \
2.44 AC �\ \
F oT \ y\ \\ \ \\\ \\
\
T.M. 76-52P\\ \\\�
RACE, PAUL JR & VALERIE FXACE \ \ _ --
D.B.684149 PLA
ZONE: R4 RESIDENTIAL
USE: SINGLE FAMILY RESIDENTIAL
Iwo o
1.38 AC w / q C1 °°
q10- p- „U-Q
v
/
W �
W ""\
I W
o q
�I 76 cSq \ w \
M � / 29,oCo•� \W"
/ \ \� -
/
V \\ \ \ \
\IF
/i'/'�//'/' / �/' /'�
/ / / /
' "/� / I Qp
10
do IRON\ UND
�F /' / � i'' / / /'� ,/' //'- ,�' � \ \\ \\ S80047 IEI 3.78
CON\
ER
/
\ //'/� �/�/'/ i'/ r/ �'/' ��/' / ' / /°�/ / • / /�i I //' /'/ /' � /'' III �' / \
ya
�'
T.M. 46C1 � �''i' /
/ / ' do/
v A v 5.52 A RES
ZONED: R15 /' '� / ,' '�,�; i, \\
\\ SHIMP
\ \ BOUNDARY LINES OWNER: MOU INWOOD /
\\\\ \\ \ ACCORDING TO PLATS PROPERTIES LLC / '/ / ;/ /�.(� ,' \\\
\ RECORDED IN _- - / / / ENGINEERING2
D B 1615 687 / / _ ''' / / �' / i / / / ' I / / // \/ // // / // / / /, 1 1 1 1 I ��; i / \\ LAND PLANNING - PROJECT MANAGEMENT
\ ) .925-236 '
\ \ \\\\\ \ 0 DB 5010 420 PLAT / / - _ - - ;,✓°" - - / / / , ,-\\ ,--11 / \
, / / _ — \ I � / ' / ' \ / / / / / / / / / / / 1 1 Y- 1 \ \ 912 E. HIGH ST. 434.227.5140
DB PG 236 PLAT / / %� \�
l \ / T.M., 76/ 4�A , - I /�
\ \ \ / / — — — — — — — — — _ — — _ _ _ ' , \ / , / _ _ — \ \ \ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
\y.(do
�7 \\ // \ \\\ \\—� //// � i' \ II /' /' /' /�' 5TH-`STRt ET/FOR�JT LLK.
71
\\ D.B. 14 626/ �/' T
dO/ow —/ /' / III v vv A�Cti
%
\ \ \ \ its , \---1"M ----\ \ - _ - r / Z M D M. S a
\ \ ---_- - / D.B_30 8-88 99� 97 PLAT
Lic NQ 83
✓✓II Its
S,�G
_----�'Q�'�C `--- I \ \\I SS10NAL E
MANAGED SLOPES \ '/
_ � I
\\ \ -- ----- --
-w wu wu— u— a�u \ \\� __----- —
,---\, FINAL SITE DEVELOPMENT PLAN
8 w o---------- ------------- _ -- — �\ ALBEMARLE
Q 13' BUSINESS CAMPUS:
1`
W __—--------------- BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020 10 0 5 [INITIAL SDP]
REVISION:
SF �� 2021.07.26 [FINAL SDP[
Z'll �7� \q� • � _480 — — — — \ ' 'i / `� C\ \\ is 2021.11.19 FINAL SDP
/ - `\• \ �/ \ \ W \ \ d.""w=�qc—au—w,_oy—a+u—uy/on,—ou—°xu—au—^w—au—au—au—,--ay / / / / / �� \ /I /' SS' \\ O`S/ i
/ \
T.M. 76- \�. / �\��i \ W\W ----�-.-.-.-.- - - - - ......
SIDDH LLC \\�\ �" \ \ ,� W -- --- \ IS
_= ----
D.B.4495-584,588 PLAT w\w\ — ' - -- — — — _
ZONE: R4 RESIDENTIAL +/ \ / \ W\w� - - ----- C'J
-- i
FILE NO.
USE: COMMERCIAL \\\ \ + '9A w—w—w=�— ;-- — ,' __\ / // / \ \
w _ — _ I 18.004
5.43 AC \\ \ \ \ \\ \ w _w —w —w —w i� �`v \ /' _--- /' / /' '' J \ I
STA \\ \\ \ \ \\ COUNTTE\f2.QUTE 875
EXISTING CONDITIONS
\ \
��EGWDIRSE�Nw ROAD
o�,zs,TMa & DEMO
i /--\\ — _ \� --------------\ \ 30 0 30 60 90
480 h
_ C5
,----------� 1 1 \\ \ � \\ \�� Scale: 1"=30'
%
% % <
%
♦
%
so w
u
+ 0
C
tiT
BW=
TW=
Ole
E
A I P & 0
PER 2
ROW 8,980-FSF ' J �J_q�J �d �^^91q° ���� Q�c�'����� Nro
00
PRIVATE
well 00. DOG PARK ^
z
0\5- TYPE Z (-g)
11A6
A
00"
'19
.0
mm
ee Z
6 Z
Ap X .0
IQ
G-1'2
TYPE 8 x
Z
\>
(A
'5
Z Ic
TYPECG-1 B _TYPE
'p
3
%
IQ
00,
.001
"z —
I
> OVERHANG IQOM t1P A\
0 / /�FOR PL
0 I
��UORP AN Z LY V CHARGING/-
Z ACES
Z —0,
. B
---------------
CTYP
-------------------------- XR
8" RET. WALL
.00' STAMPED
% SEATING AREA SIGNA
CONC. PE
Z Z / <iry �
'b
`-A o
Z IX zz�
X lt�dD
Z Cr
PRIVATE Xx
Z
CON
DOG PARK jp000. /P
�j
1111W STO 5
SIGN .0 0 0 0
70
"
7 �*/'IN
US 3 R1�.00`
"IiyT 6� \
10�p"OOR NC
1AFLK TYPE B
12 C
13 3' cnNc SIDE
- CP ARKING T
76 6 00- G- 1 2iS ?- I GNAGE
PE A
E TY\ P
pp2 EWSTOP
Os
>A 5 HANDRAIL OOL , I
9 UTILITY A
ooR x
2 ROOM
TYPE B CLUBHOUSE
SFtijF�'io� �. \ \ %6 �\ i 2,800 SF
AILBO FFE 475.00
G-12
AREA
TYPE A �ROW OW �SF oo,/
00, PLANTERIZ
... ..... ....
I.
TYPE 30.00'
G-12
--
SIGN EW ROAD
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T
rN
M.
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.10.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPj
2021.11.19 [FINAL SDPj
P'�41NG FILE NO.
L & OVERLA
PP OX. 9,000 SF
PER WP-2 Do'
LZ-j Z-j-
ROW DEDICATION: 268 SF
SITE PLAN
30 0 30 60 90
Scale: 1"=30' C 6
18.004
\ % 1
♦
\ \\ \ ♦ £ / \\ W / \------ \\
1
%x \ \ \ ♦♦ \ W\/ \\\
I u anu—an anu .:c \ \ \ \\ \ \ \ \ \ \ �// / \ \\ / \ ♦ / \
TW
-------------
�d u �.y ER6" / , $ ♦� Q / p5 _
\ � I -• \ aw �/ / / / / / / / / / / / / RISS _ a- � 0 �' F. _' _\,�
\ /ice ��/ �"u' ��_--1SRIVATE •�;:.. 78" I I I I'/'/ / //// / /,///, / S2 / F /' •y /'.. ma \ \\ -`•e \\� \\- \\ 1 / // ///.
_ 7
—anu DOG PARK x
/78( 66.`
/ / ' i 8 2 i \ \•: \ �\ \ / / I
i
8
/ i
` / /54 5 // i 592
59X5888
.� 81 - -. r' O. / // / / // / •" rLJ/ / / 56 zi
//
\ \�`. ' /' //'� /u�'� FF.N��/ 68'8 z4 ' `5H
27
� 81 F �l�,,� / 5 - �\ v� �'S7 vv
V
�/ Q \o \ \05 J fig / 6 / / / 5 \� j j /
V
--'
/','/' / P FF tG5�5Q 65
'/b 5G� /'
fb�0
6 / V / / \ / / so 1 , • `/ I MAN GED SLOPES \
SHIMP
v _ _ F�7-' ENGINEERING
2.
/7 \ , W 42" LAND PLANNING -PROJECT MANAGEMENT
6 / / 6 � u' � W / / \!, \ MAX 6 T. R T. WAL \
sg/ / /® 1 . A / A \ \ \ \ \ \ \—/ / — 4 —\\P° / /,P 0 / / `7 1 1 \� \ I / \ \ CHARL912 E. HIGH ST. 434.227.5140
v v A — m / V / A \ V CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
sry \
66 - , / / / W \ \ / / / V ^� D.�O I fW
\ \ \\ r \ \\ \ BW=472.0 - -, i' _ u°6 - - - 3Q :, _-✓.: / // _a aw / \
\\ \\ \ \----------C _-- - / 8 /6/ 63�Fv I Sn I ✓ \\\ T
\ \ \
sEc-eLoeK----
TFIANDRAIA r
1' �` vv IvLS a
o v / v Lic N 83
\ F, � � e2 \vx 78°°. ' .•,- - EDI-ROCK 71 \
\V v v vv v �aw - •-..--- --- .Z8• v \ OR ENT �' \ - / /$ •:-.•s a 'y o I .i I �1 'A 6/ RE AINING WALL AV '� �1119j2�
aw ATING AREAS //, _ '2to
\ a«
\ 7.6 7ro \ \ N
q'°�•` \ DOGI VPARK — ~•. 78 \\ �`80 TO/ \�'Nit
AfE
au�780 rn °, � I �
—0H °"0— u—anu—anu— \ .\... .,: /78 \ \\\v ,RISES \\\ �.'.)9 eo- -� R. ,4 e - 5 5 S 71� 50 //e° 66 zrs N /° 463 ire• .P 6 ��" /'/ I'1
�— ` _ _ _ _ s5 � � � \ I FINAL SITE DEVELOPMENT PLAN
\ e
\ — — _
e U/V/T,SST R/TS � •.. � eo� 7 \
- �s 5 -.{-. � � � 170 1 ' 67006 \ exec 65 x I I � i \
- _ � XCA
`� ,.° , j ;. \ III ' ALBEMARLE
00 \ OS fS \ s 40 4
\ B2 W ° 72 x 70 0 30 �' zs '� --- BUSINESS CAMPUS'
OO xGg �ISERS s a j� / 1 71 / 66 65 I \
Qg 7t .. s -� 00 3%
09 0 - - - as - _ _ _ _ -2 - - - 66 g6 / 1 / \ !,/
zo 7 76 0 — p� /73 -- — 9 65 BLOCK 1
81 v A / \
7,r, - � 7385 72z
I 27 \ y 77s4 bs is ez izec 7ipj °%1 is 47 /ro / / \
r I 81 7 76 / 73 71 ALL
7 w / 7
N = , 50 MAX. 42" g x76 75 \ Bw 4ss 15_ p ' / / ALBEMARLE COUNTY, VIRGINIA
SGMENTAL \ 7. n �' �
\.... ..
/ x BLOCKERETWALL � - 3 7 O1 �e - � _ x 1 - � 75 � A6� 20 \p2 �' � � \
I SUBMISSION:
/ 3
Z` RISER6S• '� .° ' -5� Fa .- 32'S(5 P RR\EFpR / x s .-,�-:.-•"..ru'� N�'-°- .•'-' ' ------
\ '2020.1 O.OJ [INITIAL SDP]
\ CLUBHOUSE 9 74:',• \
"7S S/l xzs78 75 .0 ,800 SF
FFE 475.00 74 2RE07S6o
s8FINALSDP
FtijF�'io� �. 4'::i +s F 74785 5 I I
• . x 2021.11.19 [FINAL SDPI
F� \ :: — — •-._ \F 8 "-- ,.•s:6�N$�xs
71, 0`S/G
- �. — \ � \ ° �\ � , :•_�/ c'j7350 �, j�4 �. �� � 4 i u \ / \
// -, d 1
7511 x`�- -i 7 �;.. \\I / / \ \
x 74uu — ' RD . 1 RO
\ — — — — — — —
n/ FILE NO.
\ 77 oau_u°u u°u �- I 18.004
GRADING PLAN
/ �\ J Scale: 1 =30 C8
480
475
470
465
460
455
450
N
0
x
445 0
p
m
440 w
z
435
430
N
425
w
w
lz
a
m
Q
w
-
m
J
(n
^
4(J
2
W
N
NEW
p
'- O
Q
Z
N H
0
1
u
rn30"
6-LM
'� DPE@ 2. 7-
HDPE
13%
r
N
M
�
N
M
Z
=
M
O
1� 10+50 z 11+00 1 +50
>z —
z
1 STORM SEWER PROFILE AO-A5
C9 HORZ: 1"=30'
VERT: 1"=10'
485
480
475
470
3
465 z
460
455
0
450
a
445 0
12+00
12+50
485
480
475
470
465
460
455
4450
1 10+50 11+00 11+50 12+00 +5045
12
5 STORM SEWER PROFILE Cl-C4
C9 HORZ: 1"=30'
VERT: 1 "=10'
T
T
E3
m
Q
485
480
w
475
470
465
460 0
4
mJN
Q
\ \ci
Iorn
\
\
+
�m
f
2Nf
3aa
O N
+06
—�
z¢N�
o <n p
Q
l
+a
0
mm
0 33.05 LF
18" H
mm
2.�-
18" HOPE n"
00 @ 3.78%
>
p
w
>
—
—
p
�
W
N m
NEW
I
p
w
+
N �
vGRADFlb
/
Z
N H
� /
o
>
O
N
n
n
o >
—
a
10+50
11+00
9 STORM SEWER PROFILE El-E3
C9 HORZ: 1"=30'
VERT: 1 "=10'
a85
480
475
470
465
460
11+5�55
13+00
480
475
470
465
460
455
450
445
440
435
430
425
485
480
475
470
465
z
460
455
0
450
44
0
GRADE
PERK SCH. 40
10+50
11+00
STONE
11 +50
2 STORM SEWER PROFILE: BMP 2
C9 HORZ: 1"=30'
VERT: 1 "=10'
485
480
475
470
465
460
455
450
5 1 0+50g45
6 STORM SEWER PROFILE Cl-C1 A
C9 HORZ: 1"=30'
VERT: 1"=10'
3 F2
F1 0 0,
J ?
460 0 rnM N rn 460
N
W
455 w
z
450 g
a
445 0
z
485
480
475
470
465
460
455
450
445
440
10+00
Cl
o
mCR-
M
N
o cp
M
m
E
GRAD€,
0
VF 15" w
o
>
>
455
450
4445
10+00 0+5040
P.J•b�aq.�-
1O STORM SEWER PROFILE F1-F2
C9 HORZ: 1"=30'
VERT: 1 "=10'
480
475 _
470
465
460
0
of
455 �
0
z
450
44
485
480
475
470
465
460
455
450
445
40
480
475
470
465
460
455
450
445
440 10+00
10+50 11+00
3 STORM SEWER PROFILE 31-134
C9 HORZ: 1"=30'
VERT: 1 "=10'
N
m�
N .p
d aSTo
N
N FE X.
GRADF- -
(40) MC-4500
STORMTECH CHAMBERS OR EQUIVALENT INVERT 461.00
-
rn
>
w
p
5 10+.00
0
10+50
11+00
STORM SEWER PROFILE: BMP 1
C9 HORZ: 1"=30'
VERT: 1"=10'
i;
90.0'
YNIEFACM
x[w wu� x
smucn�a �
.97' fi.
p-I RWF
cam
I
I
A4
100-YR WSE 458.86— L — —
1.00'
10-YR WSE 457.50 P
1-YR WSE 454.69
WEIR WALL TO BE DESIGNED
BY PRECAST MANUFACTURER.
WALL TO BE DESIGNED TO
WTITHSTAND 100-YR
HYDROSTATIC PRESSURE
o,
45'
11
1-7 TOP 458.50
'EIR TOP 457.50
6° VEE NOTCH 455.00
PERSON FOR
REFERENCE
3" ORIFICE INV. 448.55
PROVIDE A TRASH RACK
FOR THIS ORIFICE
480
475
470
465
460
455
g450
11+5045
480
475
470
465
460
455
450
Zli
11 +5040
475
470
465
460
455
450
445
440 10+00
480
475
470
465 0
460 z
455
0
450 c;
a
S
445
z
Yo
- 2A B
\
B
47
47
o 2
o NEW
Iwo GRADEz
O tp
O I�
46
46
45
45
0 61.78 LF 15" HDPE
.65%
30.85 LF o
oN -
N
@ 0.65%
z �
- o>
>
a
z
z
-
44
4
"V 10+00
4 STORM SEWER PROFILE 32-B213
C9 HORZ: 1"=30'
VERT: 1"=10'
10+5y,
FED
CARD
8 STORM SEWER PROFILE D1-D2
C9 HORZ: 1"=30'
VERT: 1 "=10'
YD*
I
WEIR WALL TO BE DESIGNED C3 DI-313 TOP 469.30.
BY PRECAST MANUFACTURER.
WALL TO BE DESIGNED TO STRUCTURE HAS 60"
WTITHSTAND 100-YR r BASE. WEIR IS OFFSET
HYDROSTATIC PRESSURE I FROM STRUCTURE CL
100—YR WSE 467.11 \ 3.30'
WEIR TOP 466.00
10-YR WSE 465.58D�, f
PERSON FOR
1-YR WSE 462.21 REFERENCE
STAIRS ON 3" ORIFICE INV. 459.00
WEIR WALL ROVIDE A TRASH RACK
FOR THIS ORIFICE
U
5
0
5
0
5
0
yy5
11+50 0
SHIMP
ENGINEERIN 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
rur cu a
10NAL ECG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDP1
2021.11.19 [FINAL SDP1
STORMWATER PROFILES
11 A4 STRUCTURE & WEIR PLATE DETAIL 12 C3 STRUCTURE & WEIR PLATE DETAIL
C9 SCALE: 1"=5' C9 SCALE: 1"=5'
C9-.
485 485
480 _ 480
475 475
470 .0 L
AR-L1 \ ' - - - - - - - EX. - 470
ED CLA - ----------
\ - - -
465 - 465
460 4590 460
WAFFr) -1 INFO
455 455
4550 450
41D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+0045
1 WATER MAIN -BRANCH 1 490
C10 HORZ: 1"=30'
VERT: 1 "=10' 485
485 485 485 485 480
NEW
480 480 480 480 475
475 475 475 r 475 470
71.1 LF 4" INTERIOR CEMENT
470 470 470 470 465
--COATED CLASS 52 DIP WATERLINE
COATED CLASS 52 DIP WATERLINE
465 465 465 465 460
46 60 45
EX.
GRADE
NEW a
-GRADE �
mtu
3.5'
COVE
RIOR CEMENT
MORTAR -LINED, EXTERIOR ZIN
COATED CLASS 52 DIP WATERLIN
485
485
480
480
475
475
470
470
465
465
460
460
55
46% $60 iD+00 10+50 11+00 1D+00 10+50 45
490
485
480
475
470
ass
NOTE:
WATER VALVES, METERS,
460
HYDRANTS, & FITTINGS
SHOWN ON PLAN VIEW
55
1 +00 10+5 iD+00 10+50
2 BLDG. 101 SERVICE 3 BLDG. 101 FIRE 4 HYDRANT 1 5 CLUBHOUSE FIRELINE
C10 HORZ: 1"-30C10 HORZ: 1"-30' C10 HORZ: 1"-30' C10 HORZ: 1"-30'
VERT: 1 "=10' VERT: 1 "=10' VERT: 1"=10' VERT: 1"=10'
480 1
475
470
465
460
455
450
I
2
445 �
44o z
435
430
0
42510 00 10+50 11+ 0 11+50
12 SANITARY SEWER MAIN 1 A-6A
C10 HORZ: 1"=30'
VERT: 1 "=10'
2
460
455
450
445 T
E
w
440 z
435
0
430
O
z
425
420
YOJ
480
475
470
465
460
455
450
44
485
480
475
470
465
460
455
450
1550+00 10+50 11+00 11+50g45
6 WATER MAIN -BRANCH 2
C10 HORZ: 1"=30'
VERT: 1"=10'
GRAD
i
GRADE
x
L;UAIL CLASS 52 DIP WATERLINE
475
470
465
460
455
450
44
475
470
N.
465
460
455
55 450
1D+00 10+5045
NE
GRADE
i
39.1 F 4" INTERIOR CEMENT
RTAR-LINED, EXTERIOR ZI
OATED CLASS 52 DIP WATERILINE
9 1BLDG 104 SERVICE
C10 HORZ: 1"=30'
VERT: 1 "=10'
a
480
m �
475
Z
N H
'
470
m
o
465
m
n
as
>
460
455
450
445
440
435
430
15+50 16+00 16+5t25
rn
O
+
N
X.
--_-_
0
NFIV
kDE
�o
" SDR- 26 ® 4,56%
0
0
o
0 0
0o
�ro
»
T-
o
o co
w
>--
�
Its
i95�
D VF ,ADO%
O
O
43.9-
97.75 LF 8" SDR-26 @ 0.80%
N
o S o
� _
—
12+00
I
12+50
A C/0 C/0 C/0 �iU z
O
O
O
FY
+'
J
In
'
d
N H
�M
z"lp
+�
Q
41+p;
NEW
GRADE >;�o
O
Q
LJ+o,
>�o::j
O
GRDE
U
a
---
U
U
O
o �
v
�
0 49. ® 4.08
—
O
- o
a
p>
0 9%
a
m
o
NH
- - -
G cJ
49.00 LF 6'
DR-35 0
—
6" O
aoro
O
iJ�
?
O
>
>
—
>-
4
o>
>?
10+00 10+50 11+00 11+50 12+00
13 BLDG. 104&105 SAN. LATERAL
C10 HORZ: 1"=30'
VERT: 1 "=10'
460
455
450
445
440
435
430
425
0
12+5t
485
480
475
470
465
460
455
450
445
440
435 10 00 +50 11+00 11+50
14 BLDG. 103 SAN. LATERAL
C10 HORZ: 1"=30'
VERT: 1 "=10'
13+00
13+50
14+00
14+50
�o
f
O
O
Z
Z�
r']m
U�
O
+
w
+ o�
t V m
Eg
U
>
H O
O
T O m U
a
O
x
O_
MS H
ti
Z � O
0
-
o
o
o
O
-
00
�m
Z
�-
>
0
00 �-
N D
>-
>
o>
>z
z
15+00
485
480
475
470
465
460
455
450
445
440
12+0t35
40J
480
475
470
W
z
465
460
0
455 q
0
450 >
z
H
O Z
O+NO�
M
pN�01
Z
Q
a m 1
i'/
U��
F- a
' o
3 .22 LF 6' o
-35
M �
+O
'�HO
� acn
U�cO
d
6" SDR-35 ® 1.47% o0
N H
0 68.15 LF
o
0 39.13 LF 6"
„^, a
�
? 0--
>
0 1.24% a
o>
a
-
z
z
"J 10+00 10+50 11+00
15 BLDG. 102 SAN. LATERAL
C10 HORZ: 1"=30'
VERT: 1 "=10'
Y/J
470
465
460
455
450
44
485
480
475
470
465
460
455
4450
11+5045
YOJ
480
475
470
465
460
455
450
44
YOJ
480
475
470
465
460
455
450
45
10+00 10+50 1+00
BLDG 102&103 SERVICE
C10 HORZ: 1"=30'
VERT: 1 "-10'
Y/J
470
465
460
455
55 4450
1D+00 10+50 11+0045
10 BLDG 104&105 FIRE
C10 HORZ: 1"=30'
VERT: 1 "=10'
NOTE:
WATER VALVES, METERS,
HYDRANTS, & FITTINGS
SHOWN ON PLAN VIEW
YOJ
480
2
475
z
470
465
460 0
z
475
470
465
460
455
450
445
44
485
480
475
470
465
460
455
450
4
485
480
475
470
465
460
455
450
5 a a
1D+00 10+50 11+0045
8 BLDG 102&103 FIRELINE
C10 HORZ: 1"=30'
VERT: 1 "=10'
475
470
465
460
455
450
445
40
1D+oo 10+50 11+00 11+50
11 BLDG 105 SERVICE
C10 HORZ: 1"=30'
VERT: 1 "=10'
YOJ
480
475
470
465
460
YJJ 10+00 10+50 11+004
55
16 CLUBHOUSE SAN. LATERAL
C10 HORZ: 1"=30'
VERT: 1 "=10'
C/o
o a
pr
¢z
Ow W+
+
NEW G
d
N 28 1pR1-
J
-
>�o
+ ro
O n
5.49 LF 4"
0
55
p spg-35 ^O
^O
>
P
-
p
-
pv
_m
--
�.
�.
485
SL'
475
_ 470
E
465
460
11 +50a55
SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
M cu a
A I
ZONAL ECG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
REVISION:
2021.07.26 [FINAL SDP1
2021.11.19 [FINAL SDP1
191111110111►[6l
SANITARY SEWER &
WATERLINE PROFILES
clo
- %
f %\
\ �c
2\ %
\ / x t E \all
\ \ \%
\lkL\II u aHu
%IN
F} \ \
0
LANDSCAPING REQUIRED:
SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED.
SITE AREA 221,720 SF x 10% = 22,172 SF
CANOPY REQUIRED: 22,172 SF
CANOPY PROVIDED: 26,446 SF
STREET TREES (ENTRANCE CORRIDOR INTERIOR ROAD & SEC. 32.7.9.5):
PORTION OF COUNTRY GREEN ROAD (280 LF) VISIBLE FROM 5TH STREET (ENTRANCE CORRIDOR):
LARGE SHADE TREES (2}" CAL.), 40' O.C.
REMAINING PORTION OF COUNTRY GREEN ROAD: LARGE SHADE TREES, 50, O.C.
RED: (280/40) = 7 LARGE SHADE TREES
(670/50) = 14 LARGE SHADE TREES*
PROVIDED: 8 LARGE SHADE TREES & 20 ORNAMENTAL TREES*
*Due to an existing ACSA waterline along Country Green Road, small ornamental trees are
proposed 35' O.C. as street trees to avoid possible conflicts in this area.
OLD LYNCHBURG ROAD, LARGE SHADE TREES, 40' O.C., 250 LF
RED: (250/40) = 6 LARGE SHADE TREES
PROVIDED: 6 LARGE SHADE TREES
MOUNTAINWOOD ROAD, LARGE SHADE TREES, 50' O.C., 210 LF
RED: (210/50) = 4 LARGE SHADE TREES
PROVIDED: 4 LARGE SHADE TREES
PARKING LOT LANDSCAPING (SEC. 32.7.9.6): 5% OF TOTAL PAVED AREA SHALL BE LANDSCAPED
5% OF TOTAL PAVED AREA: 67,098 SF x 5% = 3,355 SF
REQUIRED: 3,355 SF
PROVIDED: 11,420 SF
NOTES:
1. All site plantings of trees and shrubs shall be allowed to reach,
and be maintained at, mature height; the topping of trees is
prohibited. Shrubs and trees shall be pruned minimally and only
to support the overall health of the plant.
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.
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.
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
O
Large Deciduous Tree
puercus coccinea
Scarlet Oak
2J" Cal.
8
31
370
2960
///'''
0
Large Deciduous Tree
Platanus x acerifolia
London Plonetree
24" Cal.
7
28
368
2576
yy,
Large Deciduous Tree
Jimus americans
American Elm
1}" Cal.
17
22.5
397
6749
•^j
Large Deciduous Tree
T,lia americana
American Basswood
11" Cal.
13
26
191
2483
Evergreen Tree
Cryptomeria japonica
Cryptomeria
4-5' Ht.
8
25
123
984
0
Medium Deciduous Tree
Acer rubrum
Red Maple
11" Cal.
3
20
177
531
OOrnamental
Tree
Logerstroemia indica
Cropemyrtle
6-7' Ht.
24
15
77
1848
OOrnamental
Tree
Cercis conadensi
Eastern Redbud
6-7' Ht.
7
17
124
868
OOrnamental
Tree
Cornus kouso
Kousa Dogwood
6-7' Ht.
6
15
128
768
Ornamental Tree
Magnolia x soulangiana
Saucer Magnolia
6-7' Ht.
3
17
145
435
®
Ornamental Tree
Magnolia virginiona
Sweetbay Magnolia
6-7' Ht.
7
16
113
791
®
Evergreen Shrub
Ilex glabra
Inkberry Holly
12" Ht.
11
6
23
253
®
Evergreen Shrub
Viburnum x burkwoodi
Burkwood Viburnum
24" Ht.
84
8
22
1848
Q
Deciduous Shrub
Comus sericea
Red Twig Dogwood
12" Ht.
11
8
72
792
(D
Deciduous Shrub
[tea virginica "Henry's
"Henry's Garnet"12"
Ht.
26
6
64
1664
Garnet"
Swets pir
®
Deciduous Shrub
Viburnum nudum
Possumhaw
Viburnum
12" Ht.
32
6
28
896
i
Deciduous Shrub
Fothergilla gardenii
Dwarf Fothergilla
12" Ht.
34
2
72
—
TOTAL
SF:
26446
I,
I
I
I
1
r
I
1
1
I
1
1
I
I
r
I
1
1
I /
I
1
1
I
x —x—
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
�r I1�lzi ���
VONAL BAG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
19110111►[6l
LANDSCAPE PLAN
f 11 A
C 1
Lumark
Prevail / Prevail XL Discrete LED
Area / Site Luminaire
Typical Applications
outdoor • Parking Lots • Walkways • Roadways • Building Areas
Interactive Menu
• Ordering Information
Product Certifications �.
Fri tl Q IS a ® fv_l 0
pagez
all �J
• Mounting Details pages
• Optical Configurations pri
�u4t[n
s-vaAp
• Product Specifications page 4
a�•,�®
l
• Energy and Performance Data page.
Product Features
• Control Options pages
Quick Factsr,a,,..ob„
• Direct -mounted discrete light engine for improved optical uniformity and visual comfort
• Lumen packages range from 7,500- 41,000 nominal lumens (50W - 300W)
• 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
Pascal
+ .0 + .0
+ .0 + .0
+ .0 + .0 + .0
+ .0 + .0 + .0
+ .0 + .0 + .0
+ .0 + .0
PrWeq Name: Pad Number. Type:
BOLLARDS - 15W LED ILP
OUTDOOR LIGHTING
407-478-3759
www.11p•inaoom
• Flat Top or Dome Top design with aluminum cone reflector
• 42"annual aluminum housing with flush mounting base and vandal -resistant screws,
optional art down
• Powder coat finish over a chromate conversion mating, available in black or bronze
• Custom color options available'
• Stainless Steel housing available for Domed Top only (SS)
• Internal ballast tray for easy maintenance
• Gear Polycarbonate Lens
• Multiple beam spread options: 90°, 180• & 270°
• W anchor bolts (slid), optional 4e, 12" & 15"
• 220-277V Universal Voltage
• 5 Year Warranty
• ETL Listed for Wet Locations
contact factory for pricing
.v+
$z �A# �� Intertek
LED SYSTEMS •
Calculated L (TM-21)
>50K
>50K
Delivered Lumens
1,4021m
1,221 Im
Total Input Watts
17 W
low
Lu ninalre Efficiency Rating (LER)
93 ImW
74 IMW
Correlated Color Temperature(CCT)
4000K
4000K
Color Rendering Index (CRP
-80
.80
Ambient Temperature Range
1107
1107
Universal Driver
120-277 V
1 120477 V
11) still cars above Legend on BLFT-15WLED UNIV4000K 8 BLNT-15WLEW NIV40l
LED Lumen maintenance estimates based on TM 21 protections for the light source at 250 erbYA
❑ BLDT Dome Top Bollard
❑ BLDT Dome Top Bollard SS
+ .0 +0.1
REPLACES
320W MH
Replacement Polycarbonate Lens
Bracket Is Three (3) V Anchor Bass
Bracket 8 Three (3) IT Anchor Banc
Bracket 3 Three (3)15-Anchor Baltic
90o Beam Spread
180° Beam armed
270° Beam Spread
+.0 +.0 +.0 +0.1-
+ .0 + .0 + .0
+ .0 + .0
+ .0 + .0 + .0
+ .0
+ .0
#4 STEEL HORIZONTAL
REINFORCING BARS
FORM Z DIAMETER POLE BASE
WITH SONOTUBE OR
EQUIVALENT. REMOVE
SONOTUBE WHEN COMPLETE.
GROUND WIRE. BOND TO POLE BASE
OPTIONAL 3" BEVEL
GROUND WIRE PER ELECTRICAL CODE i
2
7
LIGHT POLE
d CONDUIT
1
( )#B VERTICAL
REINFORCING BARS
f"GROUND
CONDUIT
LIGHT POLE
HAND HOLE
- ANCHOR BOLTS AND POLE
ATTACHMENT BY FIXTURE
MANUFACTURER
3000 PSI CIP CONCRETE BASE
r PAVEMENT
�SUBGRADE
GROUND ROD PER - -III- - III -III -III -III -III- III -III -
ELECTRICAL CODE - = -III III - III- - -III-III-III-III-III-III- - 4 III III III III III III nl nl II
- 1" PVC CONDUIT
SWEEP (TYP)
6" (4) #8 STEEL VERTICAL REINFORCING BARS.
LENGTH EVENLY SPACED
B, (3) #4 STEEL HORIZONTAL
COMPACTED _BELOW BASE 2 REINFORCING BARS. 1Be LONG
1LIGHT POLE BASE DETAILS
C12 1:30
1
STATISTICS
AVERAGE: 1.5 fc
MAXIMUM: 13.3 fc
MINIMUM: 0.0 fc
Schedule
Symbol
Label
Quantity
Manufacturer
Catalog Number
Description
Number of Lamps
Filename
Wattage
Light Loss Factor
COOPER LIGHTING
PREVAIL AREA AND ROADWAY LUMINAIRE
❑
A
26
SOLUTIONS - LUMARK
PRV-C40-D-UNV-T2-BZ-7030
(2) 70 CRI, 3000K LEDS AND TYPE II
2
PRV-C40-D-UNV-T2-
131.0
1.00
(FORMERLY EATON)
OPTICS, BRONZE PAINTED FINISH
BZ-7030.ies
El
O
B
33
Industrial Lighting Products
BLDT-15WLED-UNIV-4000K
Black aluminum housing, specular reflector,
88 White LED's
BLDT-15WLED-UNIV-
16.5
1.00
clear plastic enclosure
4000K.ies
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
M cu a
111 f-1 17.1 C3 ZONAL BAG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
191111011101161
Lighting Notes: LIGHTING PLAN
1. Pole mounted fixtures shall be mounted at a height of 20' from the finished grade which includes the pole base.
2. Building mounted fixtures shall be mounted at a height of 10'.
3. Pedestrian walkway fixtures shall be mounted at a height of 3.5'.
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
spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not C121
exceed one half footcandle.
3p.
490
485
480
475
470
465
460
455
4
-�A v
\\\ \ 41\ \
PF
A v
T\\ \ I \
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.
PREPARED SOIL FOR SHRUBS
SOIL SURFACE ROUGHENED
TO BIND NEW SOIL
I I I-
1 SHRUB PLANTING DETAIL
913 Not To Scale
SET SHRUB PLUMB. TOP OF ROOTBALL SET TRUNK PLUMB. SEE PLANS FOR
SHALL NOT BE MORE THAN 1"ABOVE EXACT LAYOUT AND SPACING.
FINISHED GRADE
REMOVE BURLAP FROM TOP 1/3
OF ROOTBALL
I
3" TALL WATERING BERM
1
FINISHED GRADE '
`'11
�11-
t0i
F 6
F o A
• _ ,/ �'`�:. - � ,oar
Y CLUBHOUSE
2BOD SF ABANAS
FEE 47500
—rt—
TYPE A 3 V
O PLANIE c x $ � POOL,
---- —��
--- E4BT 10 T01
x
W Y
1 \ /
---- __-----
� I
D GHT
535
_
30 MP --COUNTRY GREENKRO
_ —_
--
GR
DE —
3 TERSECTI
30 MPGH OISfiANCE
`\
L
1D+00
10+50 11+00 11+50
12+00 12+50
13+00 13+50
14+00
14+50 15+00
(�6�INTERSECTION
SIGHT
DISTANCE PLAN
&
PROFILE
C13 Plan/Horizontal Scale: 1"=50' Vertical Scale: 1"=10'
490
485
480
475
470
465
460
455
15+50 16+00 16+50 17+450
GENERAL NOTES:
L TIE DETECTIBLE WMIN] SHALL BE PROVBED BY TRUNCATED COMES.
2. DETECTABLE WMNNG TO BE CMT INTEGRALLASS A-3 CONCRETE !CLASS Y4 F RECAST)
WNP hITH 00RE 9IFT00 N LEHGTXPEN THE D ECOVERICTHE FULL WIDTH TION OF PEDESTRIANRAVTHE
TEL OTHER TYPES OF MATEY. WITH THE TRUNCATED COMES DETECTABLE
WARNING MY BE USED WITH THE APPROVAL OF THE ENGINEER.
3, SLOPING
SEES OF CURB R.P MAY BE POURED MONOLITNC.LY YTH RAP
FLOOR 0R BY TANG PERNIMBLE CONSTRUCTION JOINT WIN REDYEB MS.
♦, IF RMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR COWED. BM L s W
RNT MJONING FLARED SIDES CM BE CAST N RICE AFTER RMEMEM OF
PRECAST RAMP FLOOR. PRECAT CONCRETE SHALL BE CLASS A-4.
5. REQUIRED ME ME M BE NO. % 8" PLACED 1'CENTER TO CENTER MLOW
CBOTHbNCFfTf SOB
/XRAMP FLOOR. MD#wTH OF NMP FLOOR. YNNW
R. CURB / CURB AND SUTTER SLOPE TRMSInONS ADJACENT TO CURB RASPS
ME INCLUDED N PAYMENT FOR CUM / CURB MD DOTER.
]. ON RAMPS ME TO BE LOCATED M SHOWN ON THE RN6 OR AS DIRECTED
BY THE ENOREER. THEY ME TO PE PROVIDED AT INTERSECTIONS IN EVER
M ACCESSESSSIBLE FOOD WITHIN ESSTHE WHY OF WAY OF A WALK ISHIGHWAY FACILITY
OROWNEASTEUNB THEY REGARMOT PE LOCATEDOF RWITHIN PEDESTRIMTCROAW.LLNS
M SHOWN ON
PLMS 0R M DIRECTED BY THE ENtlIEER, MD SW.YAD MT
BE LOCATED BEYIO VFNLLF STOP N11 E%ISTING LIGHT FLLFB RRF
HYDRANTS. CROP NIETS. ETC. ACCESSIBLE MUDDRY PROME A CN?MEUS
YA'�TNOCTEB STABLE FIIY MD REP RESISTANT PATH CONE. ALL
ICCEB9SLE ELEMENTS LF A FACILITY THAT CM BE MPROICHED, ENTERED
MD USED BY PELESTYMC,
S. RALPS RACY BE RACED NI RMML OR TANGENTIAL SECTIONS PROVERB THAT
TIE CURB WE NNO N RASED WDIN TIE LIMITS CE ME CROStiWALK ME
THAT THE SLOPE AT THE CONNECTION OF THE CURB OFENK IS
PERPENOICULM TO THE OMB.
I
CD
I
CD
I
ih
7777:n
TYPE A
PERPENDICULAR
�IN+
1R:1 MAY -
TYPE B
PARALLEL
gATI
T ' r• AE.CTHAN
EDSF PAVEMENT
AT W..M' , SASE M TOP OF CURB
P. ??��??�yy,, cpNCRTHE s10 ALK IS 4" TIECNTNS. HE HE RLCLCMNCT TYPE C
TRr'"1'r °r°rF1E1 RTiO si MORONM13F]AcoWETrcKVL ENiRINCE PEOE•1AVY PARALLEL III PERPENDICULAR
1RUCK lR/i1lCI FOR C E CEPTH
D. WHEN CURBMINIMUM WINPOTX SNAIL BE IN CYNWIPHNCI OF THE NTH A SIAMDSE OFPATH PAN.
Lr' - 2M• TRYroATED DOLE
cc oD
00 DD ODDDDC
m moo O D DO o. D m Dm
+ 000000000000000
`ly 0 a 0000 D o Q o 000. c N
m 000000000000000
NE• SDY-BSY OF WA4..ST. O D O O O OO O O O O O D O O�
OO O O O O DO 0000000
�PVAY Y
BASS gMETER PAY IIBRB
TRUNCATEDDOME DETECTABLE WARNING
DETAILDETAIL 4
CG-12 DETECTABLE WARNING SURFACE
IV 7Aa GENERAL NOTES
203.03 VMINIIA DEPARTMENT CP TRANSPORT..
7 CG-12 GENERAL NOTES
C13 Not To Scale
A _ PERYIBSBLE COME.
5'IN. J.M
COMES
L N
A �-L SEE SHEET 11 OF 4 MR DUNES
TANGENT PLAN!
STD. cG z
x•o T.D.
BACK OF CuRItt • 48
z0 :1
SECTION A -A
NOTE: MY GOER. NOTES ON TIE DEWCTMIE WMNNG SMRkCE,
SEE MEET 1 OF 4.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY GRACE
N PERCENT
MNMUMRALP UNGTH
N FEET
4' CUY B' CURB
1
2
5
2
a
S
3
3
8
5
S
0
7
u
a
8
Y
6
� a
H
II II
aeosswALx
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SELECTION OF CURB TYPE WHO TIE C.YFpFATEN OF THE
UTLRY STRP WY VMY TO FEET EESMG FIELD CONDTICNS
MD ROADWAY GEOMTRCS FTOVDNC THE DIUIN51.N5 AND
YBPES ME AS wTFO.
=Tj
* :I'a 2' 1� .2"�\\DOCF PMEYM
ATM", SIRE M TOP OF CUB
THIS CONS
BO"x D (PMMLFL & PERPENDICULAR) DESIGN FOR.TERATDNS CM BE
USED
WITH NTH IAKWING WBYTER SAP. LANDING AT MUM OF TWO ROPING SEES
WITH
EO" . DFENSIOM, THE SNORT FEWENgCLLM RUM TO THE STREET
CM BE PROTECTED BY A LMOSCMED YTBUI OR COMECTED TO THE SDEWILH
WITH A WARNED SURFACE.
MCTO
THE REWIND LENGTH OF A PM&LEL RMP IS
LOFTED TO C FEET. RESMIDLESS OF THE SLAKE.
CG-12 DETECTABLE WARNING SURFACE f
MY.7/D5 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
203A] VMMA DEPMTLENT OF TRMBPORTATION
ECG-12 DETECTABLE WARNING TYPE C
� C13 Not To Scale
41 6if 4r Err 6" Wooden
Fence Board
4' x 4' Steel Columns for Gates
4' 6" x 6' 6" Treated Wooden
71011
Gate finish to match buildings
2" x 4" Rail (typ)
Concrete Pad
101 4rr
DUMPSTER PAD ENCLOSURE
�DUMPSTER PAD DETAILS
C13 Nat To Scale
6" — 31000 PSI CONCRETE
..............................................................
AT 28 DAYS OR STRONGER.
WIRE REINFORCING OR #4
BARS AT 12" O.C.
--O DO DO DO DO DO DO DO DO
COMPACTED VDOT #21A
COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED
4�DUMPSTER PAD DETAIL
C13 / Not To Scale
i5 DONELS. B•• LOXG A ERYSEeLE
t 1z• 'DC SUNNI. ucnax
r YX.
TD1 MAX
1R=1 NA%
B z' "� B
RIAP
URCE r(HE) TERMINATED CARIES
MILE E SHOT 1OF 4 FOR DETAILS
MI
OF TO �ATCH FACE
OF MIDWAY CILN
BACK OF WYI
'm :1
SECTION A -A
EINR4iF
CNISTRTICTYJX
N%M
SECTION B-B
NOTE: FOR CEHER& NOTES ON THE DETECTIBLE WMMW SURFACE.
SEE SHEET 1C£ 4.
TYPE B
PARALLEL APPLICATION
ROADWAY GRACE
N P RCM
MIMMMA RAMP
4" CUT®
MP LENGTH
8" CUM
D
1 4
5
1
5
7
x
5
G
3
R
♦
a
8
IE
5
D
I 5
8
N
IC
�= a
D,
UY
& 4 y
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
NOTE:
THE REQUIRED LENGTH OF A PM.LEL RMP
M LIMITED TO 15 FEET. REGMOLESS OF THE
SLOPE.
CG-12 DETECTABLE WARNING SURFACE
BOB TYPE B (PARALLEL) APPLICATION 7/OS
VIRgNY OFPMTI@!i W TRNOPNIiRTXN 2p108
s CG-12 DETECTABLE WARNING TYPE B
C13 Nat To Scale
�1I
3 A aBTRET'SURFACINGN SASE SURFACING
(FLINTS TO WE M I M• (,
GENERAL NOTES
M MAKIIE ROADWAY )SEE NOTE M
sxOwx ax RMSI �I
L WHEN USED N cauxctwx WTTN STAAWMW c0-J
_ _ _ _ _ _ — _ i`
_ , U,A 5 TO BE
SHOWN, OR PL4
OR CG-7, THE CURB FACE ON TYS STNWNW 5 TO
BE .VNJSTED TO MATCH THE W]IIMABLE CURB
/ LL-z .1 LL.S
L
CNEGURATDIL
2 SEE StNDNW CO-12 PNt CURB RNIP MSICN i0 RE
/I 8
sbEwrix
DID THS STANDARD.
SEENM
Ir I
WTF S) OPTION. UNPAVED SPACE
FLOW LINE
]. MNNLIM PAVEMENT 9XK4 M COIETRWTEO TO THE
R/W LINEDDOW Rx®T MY SUICRME STMLQATDN
_ ____
ExPMWJOINTN
WN[X CM SE
DRUM
OPNLSId
N T�IEL'N'ENTRNEMCPE.)EKNi
'K1NT
4. RMYL C B M COMBNATION CIBB ND GUTTER
NOTE: NORM "B- 2'-0" NL AS W YNIENE ROADWAY
SHULUCE➢L NOOR RER CONSRE R/w IA
I SLUENTEp BEDLINESHOWN
ON TYPO& SECT' q
PLAN VIEW
ENTRANCE NOTES
5, WHEN THE ENTRANCE NMI ACCWYOOATE TK
MNILH NOMWAY SLOPE
NTS OFCANNOT
r C T)[ OEPTN FOR SOEW/UfA: KNSAVDYAiP X
YTN {NE LLLS OFTHE RMaSMULB PE
&PMAWLM CURVE (EMTRN%:E CKYI
INCREASED TO T'. RYE CG-I31
EDGE OF OPTION. FLOW LREUR
8 Y YM. D
SLOPE LNxFOE ® _ — 0
0. RMIS ME TO IIDCAM WHEN CMSTRUCTXN OF A FLOW
YMFLNE ROAOwAY
_ _ _ _ _ RYE
— IOIE ]I
UE B REQUIRED TO PROVIDE POSITIVE DRAMGE ACROSS
TIE ENTRANCE.
B%YM. ® --__ D
]. THE DESNIBLE AD MANNA ENTRANCE M. CHMOES
SLOPE CH MM
D
M' ME LISTED N TIE &LOWMEE EVIRMCE TEASE
iMLE. THESE VIES ME NOT APPLICABLE TO STREET
carWECMRS.
5
IRM
couD
IFERo. EIRRINCE
INTERSECTION NOTES
B. WHEN CG-115 USED FOR SiNEET CONNECTIONS, TH
® CONSTRUCT GRACE OFM•SS WITH A PMIECtO CURVE.
CONNECTION COST Y COMBINED N MCOOMCE WITH
MSHIQ POLICY ND TIE IRRIGABLE REQUIREMENTS
-
sTM%Ni
SIGN' =TCOMoe NE VNIi RECUR
SECTION A A
AM EE ENNTS.
B. OPTWN& FLOWLEE MAY REQUIRE WNNNO OF A
OF GUTTERTO RWVOE POSIPVE MANAGE
ACROM
MACOB TTERS ION,
�I]
ALLOWABLE ENTRANCE GRADE CHANGES
—CLOSE
— N
CONCRETE
—
ONUETE
SECTION C-C
EMRMCE VQYE
IRADI CNMDE
IT.
DESNMLE MMIMUM
W VPp
J5%%
VIEW
5WENSOD VP
SOJ%x
LOW
LESS,NS
rIIM smo wD
Isax
ax
NOTE: .LOWABLE FNTRMA'Y GRAPE LMLf 6 XOl
AFREAflE N STREET DDNFEDTENS
SPECIFICATION
FCE )CATION" Vor D
METHOD OF TREATMENT Won AD BRaE STMOMDB
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) R[NMON DATE I SHOT I OF 1
NRGHA DWMTHENT OF TFIMSIMPTATION zm.D♦
10 ENTRANCE DETAIL
C13 Not To Scale
2C
1
2C
1
,s
2.5
R7$ NO PARKING
L
U L
�r I T
„ K F
CCE$SIBL
A
R7Aa
NR9
PENALTY
$100 - $500 FINE
TOW -AWAY ZONE
(To be mounted below
accessibility parking sign)
s )HC PARKING SIGN DETAILS
C13 Nat To Scale
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
♦ "N" K4 cu a
10NAL ECG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
SITE DETAILS
C13
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�
I
BLNIdeYs 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
C14 NOT TO SCALE
c-W1
C�WIGTOF
WIDTHOf ENTRMM£
PROPGSFp
EXPNSbX JDM
_
m'fEwXNM N
ON kSPACE
R
e
L
f D
z
EXP/kSgH JgNi
V
D
PERFµNCu
O
PLOW LINE
ExPAKIOH JOINTMTRMCE
ST
16'
A'ANDENEETT, NiMNYIN
EDGE OF PAVEMENT
CORMCW E
LIMrtS Cf PEG. A. WINS OF Pm.
KCESS ROUTE® KCESS ROUTE®
°WAVE° 'WO '•M1X-lFA'JE'R''HLE' UWAVEO $PARE
PEDESTRIAN ACCESS ROUTE DETAIL
AGNTICE! RiLXi-LF-WAY 6 RF REO IF rtE LIAT.
Or PEDESTPofN KCESB ROUTE EXTEND BEYONS
EMITTING OR PROPOSED AROT T-OF WAY.
B] PECESIRNN KLESS RO°iE5 ANDYICLI A CUNTIXO 1
ICBSTRIICTED, STANEIGI AND
SLP RE55T.IT 4e Pe9eY e:a
PATH COMIECTINO ALL .KCESSIME ELEMENTS OF A
FACILITY THAT GW BE APPXDACNED.r I-E Au0
SEO By PECEST9µS IF ACCESS ROUTE i4 AD EST
TG BAOI OF HIM, UMIAM WIDTH SHM-D BE JA SECTION F-F
W IF RDEVIDEO.STRIM ACCESS ROUTES IN ME SEND ND
RECNDMD WIT. A Wi.2X CROSSESENT.
C ff'
HALF PLAN
wIEN USED IN CONJUNCTION WITH STARVED
CG9 ST c0-n THE WBB FACE ON THIS
STMDkq 6 TO S NAXGrd TO NRICH
MLVMi/dLE CURB COMpFATICN.
THE '
qe 68-oggeb
PRR"B0O°
SECTION E-E
A wkK
VERVE
®
x0R4A currFR
___
®
®.:._.
- i
.e.°E.
n.
=yHg4'444 b4
.0%10 1.. CHANGE
e4L •eS i''^ ^e"dBF V7S^SINS•.
pp55 N IN.E.S.I LCXL,
6" KCP. BASE 11PE I ..
2E
p
®Pox1O
12%MAN.SLOR s'-O"
DRIVEcxwcE
.>. •L. .e.
FOR C1FS MM GUTTER ONLY W
Se bd4o9T,�b
FOR w N IT ER
a i 1R Y MPMMDM INCREASE IN SLOB AT NNINW M' NTERVNS
BIRLT °DY
EUNNExn
SECTION D-D
SECTION C-C
i i F S N MAXIMUM OELREASE IN SLUE FOR FIRST p'NTERVk
WHO
B s WARNER DEcaME rDR wcaEDlxc xxluuu roMERvks
SFEO"CMROX
VOOT
REF%cE
STANDARD
ENTRANCE GUTTER
ROM D BUDGE STANDARDS
M
IF,
(FOR USE WITH UNPAVED SPACE BETWEEN CURB B SIDEWALK)
REWSIOH oATE
SHEET I OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION
01/q
20J.02
VDOT: CG-9 DRIVEWAY APRON
NUI IU SCALE
5.1
<
WERT
VLETS
NOTIC
SHAPINIP
G OF MANHOLE MET IHI£T INVERTS IN ACCORDANCE WITH
THIS DRAWING S TO MIRY TO THOSE STRUCTURES SPECFED
W PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF
`
1
SLOPE TO DRAIN
TO INVERFIRET OF
STRUCTURE.
j
OUTLET
MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED
ACCORDANCE MORN LE STANDARD OR SPECIAL DRAWING.
T
T SHAPING
THE INVERT SMENT MMV HEREON 5 TO CONSIST OF A
S DEEM
2CONCRETE MIX CONFORMING TO CLASS AT OR
CLASS CEMENT THAT
0.A55 Cl.CL EXCEPT THAT 25x OF COARSE AGGREGATE SLAY
IP TO 4• IN DIAMETER AND CONSIST OF STORE, BROKEN HOCK,
/ V
// n
}`
WOKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
SHALL LEFT SMOOTH BY LEANS OF HAND TROWELLING. NONE
I I 1
6 TIE COMP AGGREGATE SHALL REMAIN EXPOSED.
-
DETAILS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE
PURPOSES ONLY. EACH MANHOLE OR DROP INLET 5 TO SL SHAPED
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LIKES.
SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
�VDor
STANDARD METHOD OF SHAPING
sREFERCATION
REFERENCE
ENCE
ROAD AD 9aDGE STANDARDS
MANHOLE & INLET INVERTS
SLEET 1 OF 1
REVISION GATE
302
106 .OB
VIRGINIA DEPARTMENT OF TRANSFORTATbN
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 a EEL BAR
7.
DB HI3. 14 a TW STEEL DE W z65 NOTES METHOD OF PLACEMENT
LBS./FT., <ASTN Ia1a, ORME W. 1. GRATE A 5 TO BE UTILIZED IN
-GRATE A LOCATIONS NOT NORMALLY NOTES
/ SUBJECT TO TR/FFIC.
2. GRATE B IS TO BE UTILIZED IN 1. DI-) NO GUTTERS.
LOCATIONS NORMALLY DI -)A NO GUTTER IN ONE DIRECTION.
SUBJECT TO TRAFIG DI-7B GUTTER IN BOTH ORECTIONS.
A 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER
1 J. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH M4 % 6" SNOOM
JI' /i, % 4„ L2"%?`N% GRATE (GRATE B),AE T-p-7, HOLS L AP�PEDROX.V C-C TO PREVENT SETTLE -
STUD STEM L21Ii•X2Yf'DO/4• SHEET 103.08. PMOINLLIEU OF DOWELS A 2" X 4• NOTCH MAY
VIES
° CONNECTOR DETAIL A 4. CONCRETE COVER AND GRATE SEE STANDARD T-DI-3, 4 ALTERNATE DOA.
ARE TO BE FURNISHED AS A
I� pRq}E }ypE SINGLE UNIT. OUTSIDE
3. VARIABLE 2't OR PUTTER
B OR II 11IMP-0" BARS DIMENSIONS OF RATE TO
PLAN VIEW (FRpJ RADA (12 REO'D.) 1 - OR 3=4" % 2=DJ," (GRATE BI. BE 3- CGRATIE AD 4. DITCH CRUDE MUST BE ADJUSTED TO MEET
pFIFENENCE IN ELEVATION. SEE LONGITUDINAL
SEE DETAIL ' . S. ALTERNATE METHODS OF SECTION.
_If ANCHORING MOLE IRON WILL BE 5. F DEPTH (D) BECOMES LOS 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. CMTMN WALL TO BE LOCATED AT THE EN) OF
CRATE M GALVAVZED. TIE PAVED DITCH SECTIONS OF THE DI-7A L
BAR SPACING CHART 7. CONCRETE COVER MAY BE M T NE NOT (BUTTED BY OTTER
APPROMMATE WANTFTIES ATE 51ENSDN PRECAST OR CAST N PLACE.
CONCRETE RDKORCING TYPE q 5 a. CONCRETE TO BE CLASS M F CAST 7. F NORMAL DITCH GRADE IS TOO RAT TO ALLOW
CLASS b STEEL IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED GRADE TO N.ET A SPECIAL
Od23 C. Y. 63 LIDS. Z S GUTTER DETAIL WILL BE RECUR DIM PLANS.
= r r 9. GDIRT,MGUTE FLBB TO BE PMNLLEL TO
A _TAD Ili �i� ( 0+
SECTION A -A SEE NOTE NOTE 7 l9EE NOTE 3 y.-4" T
SHE NOTE
Dom SLOPES FLAT ONE STEER SLOPE
ONE INTERIM ATE SLOPE C
A
DITCH I� MET • \ 1.ro4 = R INLET BALK LP ARM
DTTCH GUTTER GRADE TO BE PROVIDED
J • ' I _ p I y MJJSTFD TO MEET AS DIRECTED BY THE
" 1 'T INLAN
ET ELEVATION MOWER 0-7A OILY).
TYPICAL ELEVATION sm NOTE 3 1 SEE NOTE �r NO pR�cN�41DE
SEE TE 4 SEE NOTE 3 IT OR FLATTER
ONE STEEP SLOPE -DIE MT ROPE BOTH SLOPES STEEP
APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, LOWITIDNAL SECTION
MEASURE 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
SLEET 2 OF J REVISOR DATE 12" TO 42" PIPE 241
IOI.T3 VR,1FA DEPARTMENT OF TRASFORTATDN M3
MPRO%MATE WANTITES
CWCRETE
p-7
GaA
pa8
CLASS M
(GU.Yos]
NONE
1.211
2148
5 VDOT: STD. MEDIAN DROP INLET (DI-7)
C14 NOT TO SCALE
W 1
* COVER A
c ❑ ❑ O� CONDITIONS
C❑❑ ❑❑D
A ;❑❑❑❑❑❑❑DIM, A
LETTERING 1 ❑ ❑ a W. o. T. ❑❑ ❑❑ 1i
OPTIONAL + ❑ ❑ ❑ 1111 ❑ )
❑❑ ❑❑❑A'f
41Y y ` ❑ ❑ DD -' WEIGHT
CO�VER%W LLISS. t
l\
A' PLAN TOP
A�4t-Y
SECTION A -A i
1�" WCHINfO
z41h" DIAL r COVER B
zz1"Du Q -O TRAFFIC
CONDITIONS
MMHI4E ,A1�1.❑T❑I�;�a1r❑:1 \,
y '� 20' DIAL ya R L F L-LL.J_ A 0.1Et _TL'.�JI Tl�-1r J
1 UTTERING I / ( 0 LJ T
OPTIONK 1 ❑ n'E'�L f--1 ❑ OF
f
I_ MF, DIAL Y❑ L^ ICJ ❑
r RIi ❑� D -' GAYER HIS LIDS. ±
It ,_-
FRAME TOP
ETHER COVER A OR B WY SE USED WITH FRAME.
22" CIA
COVER WARMS
170 L'LEETS. ± + I *
4MMFD y •� u•E "-
MACHINED
SECTION A -A SHEET 1 O 5
STANDARD MANHOLE FRAME AND COVER
224
,<y VRGNA DEPARTMENT OF TRANS'ORTAO04 REV. )/02
108.04
�VDOT: STD MH FRAME & COVER
C14 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 CUREU SHALL
SE PM FOR AS RADIAL COMBINATION CURB a
GUTTER.
4. FOR USE WITH STPaLIZEp OPEN -GRADED
MANAGE LAYF*
M. THE BOTTOM OF THE OURS
TO THE SLOPE 6� SUBBASE COUTRSES �'�'EL
AND TO TIE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSFICATION
MD DESIGN SPEED AS SHOWN N MRPFl01% A
/^_I �2" R OF THE VOOT ROAD DESIGN MANUAL.
e'•
Y'+Y
, D D
• D D • D • D • D
I8' -- 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 OFF
SUBBASE COUMES PROVIDED A
MINIMUM DEPTH OF T"
5 MAINTAINING.
COMBINATION 6" CURB & GUTTER
REv.I
502 )MONA DEPARTMENT OF TRANSPORTATION
20.03
DI-3A 3B, 3C
EXIT
VDOT: CG-6
NUI IU SCALE
EXPANSION KEYED
COAST, BARS
qNT
BAR 0
BM�
MS F
3F I
I
i��ti�
114iu
J._5..
a. MIT PLAN SECTION A -A
MIN
1 'MAX. r� 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 iI3" DIAMETER ry BARS E
WEEP HOLE FRONT ELEVATION BARB FB^ r-e•• a" Burs B
- - - (GUTTER REMOVED)
/"
S. H. 1.Sxyf BENT PLATE SECTION B-B
TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 L CC-7 S}ANOMDS / Ll
R EI X2'/..I
TYPE B ROSE DETAIL SHALL BE USED WITH CC-2 L COB STAIN GALVANIZED
TYPE A TYPE B V • X 4" STIR SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE 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"
IN PAVEMENT
DI-3AL 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
SLEET 1 DF 2 REMGON DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 2J3
104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C)
C14 NOT TO SCALE
GPM, M, 2C EXISTING OR PROPOSED
SIDEWALK. SEE NOTE 1S
EXPNSION JOINT BAH( OF SIDEWALK EXPANSION JOINT
I A rBw C5-C 16 �C
IF
OF CURB �C
-I HACK CONTROL .
2._2.. 5' Mat
3'-6"
PLAN VIEW
L.A
_5..
_ 5• CALV
BARS A-1
a 10• C-M
BARB B
a W C-(
BARS C
a e" C-c
BARS A
9 IV C-C
SECTION B-B COLLAR
1..4" 2,-0I' -w I
8A5 A-1 L 2H i'x2'/x"XV4"
L-VPIBIMIE-MN(. 20' I Al.GM�OACN IT
21.0.. 5" 2'.2" '• 8" J'-0" n - SJRFACE GAI WGX12
- Wqn
GALVANIZED MO 6% 12 I -- 1 j . a A •BIAS E SURFACE
WARPED
SECTION D-D
L _ _ - _ F a 8'• C-C WELD
�� I
// �� 2" >€ALV
J" DIAMETER B p/At/\J` J//Aw'y1 B E a6" C-1 .� .. CALV. wELD AL
WEEP NO.E MC6x12
SEE NDrE a %:° X C I
sruD sr_.
SECTION C C C0N"EL A
TO caL_a
FRONT ELEVATION AM REASE TO +"
WHEN MEET IS USED SECTION E-E
O 26 WITH MEDIANS.
WARRED GUTTER
SANS A-1 APPROACH GUTTER
r r Y.
NA fAl
IIrII I __J =
zl _ I FLOW n' WEEPHOLE SIB x .I 11 I. L 2'/,•xN/."xV4"
Ls <u o BARB A-1 - r 5MS NOW B BENT PLdES O�HVIH2ED
a BARS - a D" C-C SUFME
g=
fOR VSE OM GUIDES BARS e
D" C-C @ 4{EM CONK.
DI-2C I- ` �i BURS F FR C C 1/a'. WELDED TO IIM.L
= 111 - IRON LI 3' C-C
TYPE B
fL_OW = I ROW _ WENOTE 5 NOSE DETAILS
1 �� TYPE A NOW DETAIL BRILL BE USED WITH CG-7 STANpMD.
I TYPE B NOSE DETAIL SHALL BE USED WITH CI STANDARDS
GALVANZED RATE FOR TYPE A TO BE BE0T DN M ANGLE
FOR USE N SIGs SECTION A -A OF 65.30'AD IS TO BE ANCHORED WITH'/2XW STUD
BOTH SIDES TO BE SYMMETRI AL FOR STEP DETAILS SEE STD. ST-I. 51EM CONNECTORS WEWED TO SENT PLATE
ROM AND BR�STANDARDS STANDARD CURB DROP INLET ��EN
SHEET + W 2 REMSDN DATE 12" - 24" PIPE MAXIMUM DEPTH (H) - 9' 2s3
104.03 VIRGINIA DEPARTMENT O TRANSPORTATION J112
D1�
VDOT: STD. CURB DROP INLET (DI-2A)
NOT TO SCALE
sFE STACARAD SL-I FOR APRICABILRY OF SAFETY SLABS. B
J._5..
a. MIT PLAN SECTION A -A
MIN
1 'MAX. r� 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 iI3" DIAMETER ry BARS E
WEEP HOLE FRONT ELEVATION BARB FB^ r-e•• a" Burs B
- - - (GUTTER REMOVED)
/"
S. H. 1.Sxyf BENT PLATE SECTION B-B
TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 L CC-7 S}ANOMDS / Ll
R EI X2'/..I
TYPE B ROSE DETAIL SHALL BE USED WITH CC-2 L COB STAIN GALVANIZED
TYPE A TYPE B V • X 4" STIR SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE 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"
IN PAVEMENT
DI-3AL 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
SLEET 1 DF 2 REMGON DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 2J3
104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C)
C14 NOT TO SCALE
GPM, M, 2C EXISTING OR PROPOSED
SIDEWALK. SEE NOTE 1S
EXPNSION JOINT BAH( OF SIDEWALK EXPANSION JOINT
I A rBw C5-C 16 �C
IF
OF CURB �C
-I HACK CONTROL .
2._2.. 5' Mat
3'-6"
PLAN VIEW
L.A
_5..
_ 5• CALV
BARS A-1
a 10• C-M
BARB B
a W C-(
BARS C
a e" C-c
BARS A
9 IV C-C
SECTION B-B COLLAR
1..4" 2,-0I' -w I
8A5 A-1 L 2H i'x2'/x"XV4"
L-VPIBIMIE-MN(. 20' I Al.GM�OACN IT
21.0.. 5" 2'.2" '• 8" J'-0" n - SJRFACE GAI WGX12
- Wqn
GALVANIZED MO 6% 12 I -- 1 j . a A •BIAS E SURFACE
WARPED
SECTION D-D
L _ _ - _ F a 8'• C-C WELD
�� I
// �� 2" >€ALV
J" DIAMETER B p/At/\J` J//Aw'y1 B E a6" C-1 .� .. CALV. wELD AL
WEEP NO.E MC6x12
SEE NDrE a %:° X C I
sruD sr_.
SECTION C C C0N"EL A
TO caL_a
FRONT ELEVATION AM REASE TO +"
WHEN MEET IS USED SECTION E-E
O 26 WITH MEDIANS.
WARRED GUTTER
SANS A-1 APPROACH GUTTER
r r Y.
NA fAl
IIrII I __J =
zl _ I FLOW n' WEEPHOLE SIB x .I 11 I. L 2'/,•xN/."xV4"
Ls <u o BARB A-1 - r 5MS NOW B BENT PLdES O�HVIH2ED
a BARS - a D" C-C SUFME
g=
fOR VSE OM GUIDES BARS e
D" C-C @ 4{EM CONK.
DI-2C I- ` �i BURS F FR C C 1/a'. WELDED TO IIM.L
= 111 - IRON LI 3' C-C
TYPE B
fL_OW = I ROW _ WENOTE 5 NOSE DETAILS
1 �� TYPE A NOW DETAIL BRILL BE USED WITH CG-7 STANpMD.
I TYPE B NOSE DETAIL SHALL BE USED WITH CI STANDARDS
GALVANZED RATE FOR TYPE A TO BE BE0T DN M ANGLE
FOR USE N SIGs SECTION A -A OF 65.30'AD IS TO BE ANCHORED WITH'/2XW STUD
BOTH SIDES TO BE SYMMETRI AL FOR STEP DETAILS SEE STD. ST-I. 51EM CONNECTORS WEWED TO SENT PLATE
ROM AND BR�STANDARDS STANDARD CURB DROP INLET ��EN
SHEET + W 2 REMSDN DATE 12" - 24" PIPE MAXIMUM DEPTH (H) - 9' 2s3
104.03 VIRGINIA DEPARTMENT O TRANSPORTATION J112
D1�
VDOT: STD. CURB DROP INLET (DI-2A)
NOT TO SCALE
sFE STACARAD SL-I FOR APRICABILRY OF SAFETY SLABS. B
STANDARD MI
NOTES 1
THE TOP OF MASOMRY IS TO BE LEFT
FRAME L COVER
SUFFICIENTLY LOW. TO PERMIT PROPER L
ADJUSTMENT OF COVER ND FRAME TO
GRADE BY ME USE OF MORTAR OR
=
BRICK AS DIRECTED BY THE ENGINEER.
a
21_aI
L
sMlo
'• 6" c
U
RAT SLAS TOP AS DETAILED
ON STANDARD T-MH-2 MAY B)
rP
SUBSTITUTED 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 OUARTITES SHOWN ME FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
OBTAIN TRL.E OUMPTIES.
2 A BASE THICKNESS OF 9" WAS USED IN
COMPUTING 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 5N
OTHER THICKNESSES 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 AND PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING IS TO BE INCLUDED IN THE BD
MICE FOR TIE STRUCTURE.
SPECIFICATION
-REFERENCE MANHOLE FOR 12" - 4811 PIPE CULVERTS ROM WD BRIDGE STANDARDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF !
04120 106D1
SP6FRI
MFERD
105
502
DIAMETER=•4=8 a(2. WAIL THICKNESS) 16
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
TABLE OF OUMTTES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CLI YARDS
CO. YARDS
4
0.5
0J85
1.437
5
OJ
0.785
1.699
6
0.9
0.785
L951
7
LO
D.765
2.223
a
t2
0.785
2.485
9
1.4
0.785
2.747
NO
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.SAG
VDOT: MH-1 DETAIL
NOT TO SCALE
i-
.e. .a
.a .a..a
SEE
NOTE 4 . a .. a'.
. .a
4" I` 6'-
�1" RADIUS
a.
e
SLRFbE
f.
'e BASE
VDOT: CG-2
NOT TO SCALE
CG-2
NOTES
1. THIS ITEM MAY BE PRECAST OR CAST IN RICE.
L CONCRETE TO BE CLASS M IF CAST N PLACE.
4000 PSI IF PRECAST.
3 CpRB HAVING A RADIUS OF WD FEEETT. OR LESS (ALONG
FACE OF CURD WILL BE PAD FOR AS RIOAL CIPB,
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 DOUR OF THE P ENT SUBSTRUCTURE.
OTHERWISE THE DEPTH 5 TO BE IV AS SHOWN. NO ADJUSTMENT
N THE PRICE ND IS TO BE MADE FOR A DECREASE OR AR
INCREASE N DEPTH.
R 5. CG-2 5 TO A USED ON ROb1YAYS METING TIE
�ENDIXXEA OF THE FOR MOOT ROSLDIVJVIN N NANUOL
BASE
SIBflASE
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
2" T --8"
D
4•
D... V p
�. ° L. • �• SURFACE
s 6
s s. • e'.
SEE
IOTE4 '�'•s.. s.
e.
s. IS
D. .
. s. • s, . BASE
v..
1 1 SUBBASE
12 VDOT: CG-3
C14 NOT TO SCALE
NOTES'
1. THIS ITEI,) MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLASS A3 F CAST N RARE,
4000 Pa IF PRECAST.
3. CURB HAWING A RADIUS OF WO FEET OR LESS
(ALONG FACE OF CURS) WILL BE PAD FOR AS
RADIAL MRS.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS N
(13" DEPTH) OR INCREASED AS MUCH AS 3" (19' DEPTH)
I UROEIt THAT THE BOTTOM OF CURB WIL COINCIDE
H TIE TOP OF A COURSE OF THE PAVE ENT SUBSTRUCTURE.
THMEE THE DEPTH 5 T BE UP AS SHOWN. NO ADJUSTMENT
TIE PRICE BID 5 TO BE AGE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. CG-3 15 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS
FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROM DESIGN
MWWNNHUI II55 FFDD 6. tlM�ER CBB,HIS ATXRALNSITOION I5� BE�4LE WITHIN
OPENINGS.
CHANGE N STANDARDS MME AT REGULAR
STANDARD 4" CURB
VIRONA DEPARTMENT OF TRANSPORTATION
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
IVIA
ca
4
s a
C N . 83
�! �t-1121
S ONAL E
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
SITE & VDOT DETAILS
C14�
H
W
J
z
I
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
■
\ I 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
ABCVE
'BADE
TYPICAL
GATE VALVE
NTS
FIG. W-5
2 ACSA: GATE VALVE TYP.
C1 5 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_
-
4
SEWER. ° ° 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 GASKET JOINT.
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
NO1E
1) SADDLES SHALL BE USE: ON PVC PIPE
TEE
FOR USE ON ATTACHEL' SINGLE FAMILY
RESICENTIAL sERMCES OR DUAL RESIDENTIAL
ANO IRRIGATION SERVICES
�2.
I' COMPRESSION . 3/4' MAIL'RE CCOPUNG
CA APPROVES 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-;r�"'• 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 :..e1.T.a�� 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
`l�1dl�:�y�:i�l N7���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
SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
•1
•
• • II 'r 1 I'
6" GATE
A> VALVE
' 8" X 6"
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
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
9Ima►1ea
ACSA DETAILS
8 ACSA: FIRE HYDRANT ASSEMBLY
C15 NOT TO SCALE C15
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED
IN ACCORDANCE
WITH PART V. SECTION G OF THESE SPECIFICATIONS.
4.
SET DOGHOUSE BASE"
a
EXISTING SANITARY
ON CONCRETE BLOCKS
SEWER PIPE
DOGHOUSE OPENING SHALL
MIN. 12" CLEARANCE
BE PREFORMED BY
"•'
BETWEEN EXISTING PIPE
MANUFACTURER OR
"' '!
AND STONE BEDDING
SAW CUT TO FIT PIPE
..
OUTSIDE DIAMATER
PLUS 6".
12" THICK VDOT
1
No. 58 STONE BEDDING
8"X8"N76' AND 4"K8"x16"
SOLID CONCRETE BLOCKS
CENTER W/RISER
DOGHOUSE MANHOLE BASE
WALL (4 EACH)
FILL DOGHOUSE OPENING
MANHOLE ABOVE BASE SHALL
AROUND EXISTING PIPE
BE CONSTRUCTED AS SHOWN
WTH 3,000 PSI CONCRETE
ON FIGURE S-1-A
OR NON -SHRINKING GROUT
ALLOW CONCRET4KL
WRAP EXISTING PIPE WITH
TO FLOW A MIN. NEOPRENE GASKET MATERIAL
I.
1'-0" BEYOND BEFORE FILLING THE OPENING
OF STRUCTURE NEOPRENE SECURED BY 2 11
CORROSIVE STRAPS, 1 ON
EACH SIDE OF OPENING
E
ASE
FOUNDATION SECTION VIEW
I IIIII IIIIIII III III IIII III III IIII III III IIIIIII III II II III 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
N.T.S
FIG. S-1—Ai
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 A OVE GRADE
TYPICAL GATE VALVE
NTS
FIG. W-5
2�)ACSA: GATE VALVE (TYP.
C16) NOT TO SCALE
HUNTCO BkeaMx n m
SITE FURNISHINGS
—5032IGPIET—SGetGHmmoWm PUPaBm,
uaa,onttevr.aaree.rmiFq: ,,. NO.941 .. Henuo.co PO^lonl a.vlzwuas
Mfllbn�Inner°Ibn MIm IXWItCCWpp4'
c5�x2
THE — o�
STAPLE
The ever-clank'Sldpa"flyle 1 blke rack IT Portland Lock
k IT
CGOeaDP,DRGO. Lock H upl
CONSTRUCTION(
MATERIAL OPTIONS
n 2 Eb dU Round Steel Pipe
.2-S 1
fl Umecuffeu .I Tubing ni
(RPeeullel Plool)
CI 5/B"x21/2'S,eel
Flat Be((Plpecullel Ploot)
- 9eel FISmi(Varieq FlnPa In nd Had Ba, BFEEME, SquaalUbllgfFkap•
DINPxfloxs NA MW
ST. a ri
-ss•wmm
31 Heli
0 CaNpm SNa Helghl/Length ■IOOMMMDID YYOYT
NOTES:
MOUNTING OPTIONS •BIYe•Is 70•
❑ Flange Mauni(Dlown) X Minimum Spacing
(d).n Mouning Hi (P)RacommenGeUSpaclnG
0 In -Ground
IT -Leg Eaiensions
FINISH OPTIONS
❑ 1SOISbInMw Steel —
NSET.
NnN11
❑ Kot DiPpetl6aNanizatl
❑ Powa«cpmlm
S
❑ Th ISsAC Caanng
ADDITIONAL OPTIONS SAP) \40\
❑ Hona Cem'Sonci ai
WON...l cautcnrouna
Plpsonl» ODNTMEOTORI
xm
v� xmM:
MOMaOUMinnM
PGGneNaIMwE
PROVIDE (2) "THE STAPLE" RACKS OR EQUIVALENT FOR A TOTAL OF 4 SPACES.
BIKE RACK DETAIL
C16 /NOT TO SCALE
1.5" SM9.5A ASPHALT
2.5" BM-25.0 ASPHALT BASE COURSE
)00000000000000
00000000000000 6" COMPACTED VDOT #21A
III III III COMPACTED SUBGRADE MIN CBR=6.0
TO BE FIELD VERIFIED
'HEAVY DUTY ASPHALT DETAIL
NOT TO SCALE
2" OF SM-9.5A SUPERPAVE
O�O0O0O0O)0 O0O0
6" — VDOT #21A BASESTONE
COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED
5 TYPICAL PAVEMENT SECTION
\ C16 / NOT TO SCALE
-d4 a 4" — 3,000 PSI CONCRETE
O d.
0000000000000000 4" - VDOT #21A BASESTONE
COMPACTED SUBGRADE MIN CBR=6.0
TO BE FIELD VERIFIED
b \TYPICAL SIDEWALK SECTION
C16) NOT TO SCALE
� L' 4'
PAVEMENT MAP LEGEND I&I a
■ HEAVY DUTY ASPHALT - SEE ABOVE FOR DETAIL
ASPHALT (TYP.) - SEE ABOVE FOR DETAIL
ppleL ,UasPs
zu
MMSIIIIIIIIII
r, I
ev
HIS
Ile SIG
NIPT .
Pe
Se +\+ 4 \°`\ BLOCK 1 AMENITY CALCULATIONS:
\� 1. DOG PARK 9,860 SIF ` _; Oil,
t P"\ 2. OUTDOOR N9`Jry
SEATING AREA 8,720 SIF
3. LANDSCAPED .mot' G-12
4 - WALKWAY 8,427 SF ;> TYPE B
+\ \ +4� \�\�,\ 4. CLUBHOUSE dye
+ 4 + POOL 11,127 SIF p:' secs
\+ \♦ }6qO .1 • AN SLOP SD
OR
4 5. LANDSCAPED ATYPE B
\ CG-1 TYPE B
SITTING AREA 9,148 SIF
\4 47,282 SIF
\ o
+
860 SF
720 SF
\ 4\ DOG PARK OUTDOOR SV CESR(1�1
\+ \_ SEATING AREA -
C-12
+ 427 SF G E e
LANDSCAP <r. sicw e „�2. 14 SF
\ '"+•r. ®WALK m° °9ro^e o°� L ND CARED
So4 WN ITTING
A EA
/ , e a
nI
— e
Yk 9 SN SST if (` .•..• _
PAZ. COTn�044 ONC.
°sozp ANT :a PER r 12 l
'l OwN TYPE B -� ARKING ` .I
-12
.::. S3 :J .'a i:.: _ TYPE A • d ... r^ UTI❑TY' a. 3 I ^
ACT.20
02
aTB,
®\, GOM
GE19 RNMI R FOOT ,
uLeo
• �` A Ln a
�.
Ei 11,127 SF
�LUBHOUSE
A
PAVEMENT MAP
C16 NOT TO SCALE
SHIMP
ENGINEERIN G
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
is a
c N . 83
11 1-1/21 A-
�G�
S1ONAL E
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
9110111►[6l
SITE & ACSA DETAILS
8 AMENITY LAYOUT
C16 NOT TO SCALE
Page 6H-18 September 2019
Typical Traffic Control
Shoulder Closure with Barrier Operation
Oigure 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 500'4190' 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 8', 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
m h
0 -35
36 +
0 -35 1 36 +
Transition
1 20'
1 40'
1 Travelwa
40' 1 80'
1 •Construction Access
80' 120'
'Construction access spacing may be increased to this distance, but shall not exceed one access ner % mile.
4. The minimum length for a shoulder taper shall be 360i1 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 II
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'
renters along the transition or taper sections and spaced on 80' centers' in-between the barrier
panels approximately 24 inches up from the roadway surface.
don:
8. The barrier shown in this typical application is an example of one method that may be used to close a
shoulder of a long-term proiect.
9. The RIGHT SHOULDER CLOSED (W21-5aR) sign may be eliminated from all roadways excel
Limited Access highways.
Guidance:
10. If drivers cannot see a pull -off 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 Traffic Control Figure
TTC-8.
1: Revision 1- 4/1/2015
2: Revision 2 - 9/1/2019
September 2019
Page 6H-19
Shoulder Closure with Barrier Operation
(Figure TTC-6.2)
END �i
ROAD WORK
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
10:1
RIGHT
SHOULDER
CLOSED
N6XR x MIL65
i
RIGHT
SHOOLDER
CLOSED
AHEAD
i
ROAD
WORK �
AHEAD
2: Revision 2 - 9/1/2019
_ G20-2 M
500'±
r] � TRAFFIC BARRIER
BARRIER PANEL
SEE NOTE 7
BARRIER DELINEATOR
TYPE
' WARNING LIGHT
BARRIER PANEL
SEE NOTE 7
BARRIER DELINEATOR
rT SEE NOTE 7
00 BARRIER TRANSITION
SLOPE RATIO
300' O 0 SEE NOTE 5
FOR GROUP 2
p �DEE if SEE NOTE 3
SEE NO3
a O -,WAR TYPE B
o O NING LIGHT
z GUARDRAIL
w O ter'' -SEE NOTE 6
LU if
rn O
RIGHT
SHOULDER W21-5aR
SEE NOTE 1 ctosEo.'
W16-VP1
Nnr x MRN OPTIONAL
SEE NOTE 10
SEE NOTE 1 RIGNT
sx➢uLDER W21-5bR
tt4ssD
AHEAD
1 1 SEE NOTE 1
RK VV20-1
- AHEAD
11�)ACSA: REDUCER THRUST BLOCK (TYP.)
C1 ] NOT TO SCALE
c
A, alig
y O 5)44" MIN.
B" MIN. 17.5•B" MIN. a
e'.
a
I 36"
a
18 MIN.
�17.5"�
T■II NI37" MIN.
NGNUT LOCKING ASSEMBLY
12"" MIN.
1 ®1
BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1 /2" METER)
NTS
FIG. W-7B
ID-15
ACSA: 1.5" WATER METER (TYP
NOT TO SCALE
TACK COAT THE PREPosm
arnTRucnw MINT uYERS PROPOSED ASPHALT LAYERS
EXS1 96SA¢ PRd+GSED SLBR.KE
----------- _________ COwrmm sLeORwE
CONSTRUCTION JOINT DETAIL
® REMOVE EXSTHC ASPHALT LAYERS TO EXISTING WISBAH AND REPLACE WITH PROPOSED ASPI WIMMINK LAYERS
® PROPOSED IfMN 11/L INCH THICK ASPIVLT SURFACE COURSE (SEE NOTE 5)
f . 4 ON ORGTER AS FELF55MT TO ABUT THEFULLTHICKNESS OF EXISTING ASPHALT LAYERS
AS DEVWMED CORES ISEE NOTE T
NOTES-
1. ASPHALT PAVEMENT WIDENING SHAL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VNT PROCEDURES NO BE APPROVED BY THE ENGINEER.
f. THE PAVEMENT DESIGN FOR ASPHALT PAYMENT WIDENING MALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAVERS OF EXW1WO PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHML BE ADDRESSED IN THE PAYDIENT OESKN.
3. A MINIMUM OF THREE GOES SHN.L E TAKEN KING THE CENTER OF THE ADJACENT TRAVEL LINE TO OEEEMEE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE COKES SHALL BE SPACED NO MORE THAN 500 FEET MART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/p INCHES AND REEMERGES WITH MI ASPHALT SURFACE COURSE TO MATCH THIS
PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJJSTED TO ADEW NI ACCEPTABLE PAVEMENT CROSS -YIN£
AND EFFECTIVE SURFACE ORMUDE
6, EXISTING PAVEMENT MARKINGS AND MMIO"BS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE NFROVAL OF THE ENGINEER.
7. FINK TRANSVERSE PAVEMENT TIE-IN SHALL COMdB1 TO THIS REOGIREMENTS OF SECTION 315.05(c) OF THE SFECFIGTIONS EXCEPT THAT AL MINTS
AT TIE-W LOCATIONS SWi1 BE TESTED) USING A D FOOT STXMGHTEOGE IN ACCORDANCE WITH THE RF)YMENTS OF SECTION S15.07DU OF THE
SPECFICATIONS.
READ AND DOE ASPHALT PAVEMENT WIDENING I I
SRDOE STANDARDS
TREEr I S I REvmox DATE FOR WIDENING SUBJECT TO TRAFFIC JOB
VIRCVNM IA DEPARTMENT OF TROVIRTATDN
i�
\ " N
``.
•
• 1 '
11 •
•
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
ACSA: CONCRETE THRUST BLOCKS
NU I I U 5(;ALE
V
COVER LIFT NOTCH
12 3/8"
WATER
CAST
��
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
5�ACSA: 5/8"-1" WATER METERS (TYP
C1 ])NOT TO SCALE
METER SIZE DIMENSION DIMENSION DIMENSION
A B C
1 1/2' 311, 5'0' 318.
2- 311, 5'0' 318'
3' S' MIN. 10' MIN. '
4- 5' MIN. 12' MIN. '
GREATER
THAN 4' PROPOSALS WILL BE SUBMITTE➢.
DOOR HINGES
I I
I
I I
I I
I I
I I
I I
I
I I
LIFT HANDLE
L ____
TYPICAL METER VAULT
N.T.S.
FIG: W-7A
TD-14
ACSA: METER VAULT (TYP
C1 ])NOT TO SCALE
VARIES
BOX
WATER MAIN M.J. FITTING
4" DIP
RESTRAINED JOINT FITTINGS
SIDE VIEW
75' DIAMETER DRILLED
OLE FOR TOUCH READ
NITS.
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
?4' X 36-
RLUMINUM ACCESS
1ATCH
TO METER BOX (SEE FIG.
THRU WW--7E).
'."-2" COPPER
4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
• GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE.
• REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.
• REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
IF NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
• USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE LINE
NTS
FIG. W-6C
TD-12
]ACSA: LARGE METER SERVICE LINE TYP.)
C1 ] NOT TO SCALE
SHIMP
ENGINEERING2-
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
r f�
vt
S a
c N . 83
SIONAL ECG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
9II1�I,I,I/1
MAINTENANCE OF TRAFFIC
& ACSA DETAILS
3 WP-2 DETAIL
C1 ] NOT TO SCALE C17_
DOOR HINGES
I I
I
I I
I I
I I
I I
I I
I
I I
LIFT HANDLE
L ____
TYPICAL METER VAULT
N.T.S.
FIG: W-7A
TD-14
ACSA: METER VAULT (TYP
C1 ])NOT TO SCALE
VARIES
BOX
WATER MAIN M.J. FITTING
4" DIP
RESTRAINED JOINT FITTINGS
SIDE VIEW
75' DIAMETER DRILLED
OLE FOR TOUCH READ
NITS.
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
?4' X 36-
RLUMINUM ACCESS
1ATCH
TO METER BOX (SEE FIG.
THRU WW--7E).
'."-2" COPPER
4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
• GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE.
• REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.
• REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
IF NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
• USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE LINE
NTS
FIG. W-6C
TD-12
]ACSA: LARGE METER SERVICE LINE TYP.)
C1 ] NOT TO SCALE
SHIMP
ENGINEERING2-
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
r f�
vt
S a
c N . 83
SIONAL ECG`
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE
BUSINESS CAMPUS:
BLOCK 1
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020. 1 0.05 [INITIAL SDP]
REVISION:
2021.07.26 [FINAL SDPI
2021.11.19 [FINAL SDPI
9II1�I,I,I/1
MAINTENANCE OF TRAFFIC
& ACSA DETAILS
3 WP-2 DETAIL
C1 ] NOT TO SCALE C17_