HomeMy WebLinkAboutSDP202200018 Plan - Revision 2022-10-19LEGEND
EXISTING
NEW
DESCRIPTION
BENCHMARK
SITE PROPERTY LINE
----
ADJACENT PROPERTY LINE
- - - - - - -
- - - - - --
VACATED PROPERTY LINE
MFA/SFA BUILDING SETBACK
SFA BUILDING SETBACK
ACCESS EASEMENT
DEMOLITION
10
10
PARKING COUNT
1.00'
DIMENIONS
GRADING EASEMENT
310-
10
INDEX CONTOUR
----310---
12
INTERVAL CONTOUR
31X.5
SPOT EVELVATION
+10D
311.5 TC x
+10 00 TC
TOP OF CURB ELEVATION
311.5 TW x
+ 0 D T
TOP OF WALL ELEVATION
B
311.5 W x
+ 0 ew
BOTTOM OF WALL ELEVATION
RETAINING WALL
STAIRS
RAILING
BUILDING
ROAD -EDGE OF PAVEMENT
ROAD -CENTERLINE
ROAD -FRONT OF CURB
ROAD BACK OF CURB
CG-2 STANDARD 6" CURB
CG-6 STANDARD 6" CURB AND GUTTER
/F-N
/-N
CG-12 STANDARD ACCESS RAMP
SIDEWALK
BIKE PARKING
PARKING SURFACE
CROSSWALK
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
CONCRETE/PAVEMENT-SIDEWALK
f_A
RIPRAP
0
ASPHALT
0
0
GRASS
TREELINE
X
X
FENCE
UTILITY EASEMENT
UTILITY POLE
LIGHT POLE
♦
♦
----�-�-
-- WW
OVERHEAD UTILITY
--W-�---
-w-�-�_J
UNDERGROUND UTILITY
O
O
OVERHEAD UTILITY GUY
O
MANHOLE
STORM LINE
- RD
RD
ROOF DRAIN
q
Ot o
DRAIN INLET
DRAINAGE EASEMENT
- - - -
- - - -
STORM DRAINAGE EASEMENT
SANITARY SEWER PIPE
- S
S
SANITARY SEWER LATERAL
W
W
WATER LINE
WS
WS
WATER SERVICE LINE
0
WATER METER
(
®
WATER VALVE AND BOX
AFDC
AFDC
FIRE DEPARTMENT CONNECTION
't F""
* F""
FIRE HYDRANT
ACSA EASEMENT
GAS
GAS
GAS LINE
OWNER/DEVELOPER
Cameron Property Cville LLC
6805 Morrison Boulevard
Suite 250
Charlotte, NC 28211
ZONING
NMD - Neighborhood Model District
ZMA201800013 (Rio Road W) was approved on July 17, 2019
ZMA201800013 includes application plan, proffers, and code of development
AIA - Airport Impact Area
EC - Entrance Corridor
Rio29 FBC District -
Core Area along Rio Road frontage and Flex Area behind Core.
This site is proposed for development using Rio29 FBC District Standards.
NOTES: 1. ZMA201800013 and ZMA201800013, along with all application plans, proffers, and codes of development
are no longer valid with approval of a final site plan utilizing the Rio29 Form Base Code.
2. Parcel 45-100B is approved for development per SDP201300063. SDP approval vacated with the approval of this plan
BUILDING STANDARDS
Building Requirements in Core Character Area: Provided:
Building Height: 2 stories (min.) 5 stories (max.) 5 Story Multi Family Building & 5 Story Self -Storage Building
Ground Floor Height: 15 feet min. 15 feet ground floor height
Block Length:200-350 feet Block Length averages 375 ft. Travelway is provided within 250 ft
Build -to Range: 0-10 feet 69.42% of the building facade is within the build -to line
Avg. Pedestrian Entrance Separation: 60 ft max. Avg. Pedestrian Entrance Separation: 26.41 ft.
DISTRICT
Rio Magisterial District
SOURCE OF TITLE
DB 2130 P25, P27, P28 (parcel 45-100 (0.78 acres))
DB 4509 P48, DB 1292 P131 (plat), DB 297 P544 (plat) (parcel 45-100A (0.77 acres))
DB 4356, P399 (plat) (Parcel 45-100B (0.76 acres))
DB 2130 P25, P27, P28 (plat), DB 996 P650 (plat) (parcel 45-101 (1.32 acres))
DB 2130 P30, DB 2130 P25, P27, P28 (plat) (parcel 45-101 B (0.44 acres))
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary and Topographic Information was compiled from an ALTA/NSPS Land
Title Survey Plat prepared by Roger W. Ray & Assoc., Inc. on August 13, 2018 and
revised on February 26, 2019.
BENCHMARK
Datum for topography is NAVD 1988
FLOODZONE
FEMA flood insurance rate map (community panel 51003CO278D), effective date February 4, 2005 shows this property within zone "x"
and no portion of the property within the 100-year flood plain.
RESERVOIR WATERSHED
This site is within the South Fork Rivanna River Watershed.
This site is not within a watershed of a public water supply.
WATER & SANITARY SERVICES
This project lies within the Albemarle County Service Authority Jurisdictional area for both water and sewer. An existing
sanitary sewer line is located on the property and an existing waterline is located along Rio Road West.
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 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be
acheived.
6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is
deemed necessary in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. AII 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. Backfiow prevention is required for all connections to the water main.
FIRE PREVENTION
Two existing ACSA fire hydrants are located on Rio Road West. One is located
approximately 300 ft. east of the site and the other is located approximately 250
ft. west of the site. Both are on the south side of Rio Road West.
FIRE RESCUE NOTES
During construction, the following fire prevention steps are required, so please note them on the plan:
1. Smoking shall be prohibited in areas where smoking makes conditions such as to make smoking a hazard and these areas
shall be designated with no smoking signs per Virginia Statewide Fire Prevention Code.
2. Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide
Fire Prevention Code.
3. Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and
demolition sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no
overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary
road, but shall be capable of supporting fire apparatus in all weather conditions.
4. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the
Virginia Statewide Fire Code
VDOT NOTES
VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated
road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set
up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT
for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All
areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an
approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be
maintained during construction of the tie-in and mill of the adjacent travel lanes."'beater lines, sewer lines, etc. crossing future VDOT
maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to
VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review
and approval prior to paving operations.
ITE Trip Generation, 10th Edition
AM
PM
WEEKDAY
Use Description
ITE
city
IV
In
Out
Total
In
Out
Total
In
Out
Total
Mini-Warehouseing
151
92.175
1,000 SF
5
4
9
7
9
16
69
70
139
Multifamily Housing (Mid -Rise)
221
88.0
Units
7
21
28
22
14
36
239
240
479
Trip generation reflects AM and PM peak hour traffic.
VDOT DETAILS
Contractor shall construct all improvements per applicable VDOT
construction standards Found in the VDOT Road & Bridge Standards.
At a minimum, the following standards should be reviewed:
1. VDOT 315: WP-2 asphelt pavement widening
2. VDOT CG-12: Detectable warning surface (general notes)
3. VDOT CG-12: Detectable warning surface (method of installation)
4. VDOT CG-12: Detectable warning surface (type a)
5. VDOT CG-12: Detectable warning surface (type b)
6. VDOT CG-11: Method of treatment connection for street
intersections and commercial entrances
7. VDOT CG-6: Combination 6" curb & gutter.
8. VDOT CG-2: Standard 6" curb
9. VDOT MH-1: Manhole for 12" - 48" pipe culvert
10. VDOT MHA Frame & cover: manhole for 12" - 48" pipe culverts
11. VDOT DI-3A, B, & C: Standard curb drop inlet
12. VDOT IS-1: Standard method of shaping manholes & inlet inverts
BUILDING HEIGHTS
The front multi -family use building shall be 5 stories (one floor below grade on the
north elevation) and the rear self -storage use building shall be 5 stories (Three) floors
above grade on the south elevation).
EXISTING USE
Vacant land
PROPOSED USE
Permitted Use is proposed per Sec.20C.6:
5-Story 108,575 GSF Multi -Family building (Core)
5-Story 92,175 GSF Self -Storage building (Core) (Retail sale & service)
0.43 acre Linear Park (Flex) (Per regulating Plan)
PROFFERS PER ZMA201800013
Proffers, application plans, and codes of development approved in conjunctions with NMD zoning of this site shall no longer be
valid with approval of a final site development plan utilizing the Rio29 Form Base Code District standards.
LAND USE SCHEDULE
Existing SF AC %
Building 1,451 0.03 0.8%
Pavement/concrete 8,760 0.20 4.9%
Impervious 10,211 0.23 5.8%
Turf 140,289 3.22 79.0%
Woods 26,984 0.62 15.2%
Total 177,484 4.07 100.0%
Proposed SF AC %
Building 40,150 0.92 22.6%
Concrete & pavement 63,359 1.45 35.7%
Impervious 103,509 2.38 58.3%
Turf 73,975 1.70 41.7%
Total Site Area Including ROW 177,484 4.07 100.0%
FLOOR AREA RATIO (FAR):
New parcel area = 134,631 SF = 3.09 AC
Building GFA _ Multi -Family Building + Mini -Storage Building=108,575 GSF + 92,175 GSF = 1.49
Total Site Area Total Site Area 134,631 SF
CIVIC SPACE
Sec.20C.11-A - Civic Space:
Required a minimum 10% in Core Area & a minimum 15% in Flex Area
Site Core Area: 129,517 SF X OA SF = 12,951.7
Site Flex Area: 23 854 X .15 = 3 578 SF
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
SDP202200018
TAX MAP 45 PARCELS 100, 100A, 100B5 101, and 1016
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE : 1"=1000'
Agnor Hurt - - - -
VANNA RIDGE Elementary School 0 „�
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&ppkn,•. - -
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T.JaMaxx
QJC.-NN Fabric and Crafts
Yood DW: , C5 md"
Tobey`s Pawn Shoo Q m %r,eD cN
SITE o WOODBROOK
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PARK BERKMAR dd �•
acac Fitness & Wellness
ONDOS osf Center Albemarle Gy�u�are
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d VILLAGE OFFICE
`FOUIdEASONS CONDOS Y ��
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BERKELEY (har:. Iottesviile� -
Fash!:)n Square RIO EAST
PROFESSIONAL
Total Civic Space Required = 123951.7 SF + 3,578 SF = 163529.7 SF
Total Civic Space Provided = 18,749.2 SF = 0.430 AC
Map provided by Albemarle County GIS Map Services
PARKING SCHEDULE
REQUIRED PARKING: Spaces/Unit
Per Albemarle County Code of Ordinance Sec.20C.9-A-2:
Residential =1 Space
Unit
1Spa
1Unit x 89 Units = 89 Spaces Required.
Non -Residential (Excluding Hotels and Lodging) = 1 Space
1,000 SF of FA
1 Space • 95,345 SF GSF= 95.35 = 95 spaces required.
1,000 SF of GSF
Total Parking Spaces = 89 + 95 = 184 parking spaces required.
SHEET INDEX
PARKING PROVIDED:
Per Albemarle Count Code of Ordinances Sec20C.9-6-a iii a parking reductions in minimum required spaces is requested in
Y O, p 9 O q P q
C1 COVER SHEET
conjunction with this application.
C2 EXISTING CONDITIONS
Residential = 100 spaces (including 4 HC space)
Mini Self -Storage = 19 spaces (including 1 HC space) (parking modification request is provided for this application)
C3 SITE LAYOUT
Total = 119 parking spaces provided.
C4 UTILITY PLAN
Sec. 20C.9-A(5): PICK-UP OR DROP-OFF ZONES:
Required: 1 space per 20 parking spaces provided = 20 = 6 spaces required
C5 GRADING PLAN
Provided: 6spaces
C6 LANDSCAPING PLAN
BICYCLE PARKING SCHEDULE
C7 SITE SECTIONS
Required bicycle parking perSec.20C.9-B(3):
C8 ROAD SECTION & PROFILE
Residential uses: Short Term: 0.1 spaces per bedroom Non-residential uses: Short Term: 1space per 4,000sfofGSF
C9 INTERSECTION SIGHT DISTANCE
Long Term: 0.5 spaces per bedroom Long Term: 1 space per 10,000 sf of GSF
Residential bedrooms on site =70
C10 ZONING COMPLIANCE OVERVIEW
70 x.1 = 7 short term spaces required 1 soace x 92,175 + 1 space x 3,170 = 23.04 + 0.79 =23.83 = 24 short term spaces required
4,000 sf 4,000 sf
C 11 SITE & ACSA DETAILS
70 x .5 = 35 long term spaces required 1 space 10,000 sf x 92,175 + 1 space 103000 sf x 3,170 = 9.22 +0.317 =9.53 = 10 short term spaces required
Provided: 7 short term spaces for residential 35 long term spaces for residential
3 short term space for non-residential 1 long term space for non-residential
Total: 10 short term spaces provided 36 long term spaces 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 Albermale County Sign Regulations prior to placement of any signs
on -site.
Contractor shall provide handicap signs as shown on plan.
STEEP SLOPES
Preserved slopes are not present on the property. Managed slopes are shown on
Sheet C3 with labels showing which slopes are to be disturbed.
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
APPROVALS
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
Current Development Planner Date
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,
Current Development Engineer Date
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.
Architectural Review Board Date
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11.Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department
from the main to the structure.
Fire Official Date
13. Accessible parking spaces, access isles, and accessible route shall be installed in accordance with [CC ANSI A117.1-09 and the 2018
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
Building Official Date
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.
16.Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit.
Asbestos removal permits are required if positive for such from Albemarle County and VDOLL Contact VDOLI for their additional
Albemarle County Service Authority Date
requirements and permits for demolition projects at 540-562-3580 x131.
17. AII 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).
18. The Albemarle County Building Inspections Department(ACBID) does a visual inspection and witnesses the testing of the building drain,
Virginia Department of Transportation Date
g P P
water service pipe and the sprinkler lead-in connection.
19. 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
20.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).
21.The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate
of Occupancy being issued.
I
SHP M
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
COVER SHEET
18.030
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/ \ \ \ 4.\ \\ F13q \\ \\ \ \\(TBlk� PINES
D'SICj�J (TBR) / I I /\��•.\ \ \ � "r
-- --TBR) GRAVEL ( \; A M CH PILE `. . A\V 15"AREA \ `"P \R) \ \ \ \ \ Y LI E (TUTILI%\\
\ 1 / '
} (TBR) POLE, GUY \\ \\ - -_ A V A \ EXISTING BO)NDAV V
' ----- 1 & LINES \V A A C V A\ \\ \\ \o \ V A �SANITAKY SEWER 1 A �I
o��—'°r`"1` •�� (TBR) \ `. - \ \ 61 ro \ 1 \ \ \ \ ESMT.
1 \ \ -701,\D.B. 1270
orn 704 PLAT 70
I I I
1 A
/
It X/ .� / V A V co q :I-/ g
EX TEL I ^, V AV 1 �' TM. 45-1100 \ \ V 1 1 V A 26, SANITA Y ` ` 7�// RIP-RAP\
J� \ (!0NNEW. CAM�RONI PROPERTY � SEWER ESM \ � DITCH (TO \
P MANHTQLEY _ I N w ,' I \ CVIL,LE, L�C. \ \ `I�
(� �' 1 $ \ V A A V D.B. A1270-711 '�� REMAIN) M I I I I A
`• % s A 1714 PLAN /
(TO RF� AIN) I B. 130-\25, \ ) 3. 4' 1 1 I vv
OAK 7 & 8 PLAT I w k\ � /
9 / o \ IF
/ /Ijlj / (TBR) / �D 9.78 CRE$ 1
/ y USE: VACANT
X. TA•IAD- ZONED MP
MD/AIA/E60102'9 \
/ � I .il I � (20F1ERfl
GN I FB�
j AFCQRDING TO III \
i 36" WHITE I I I I 1 1 I ( I P ATI RECOR DI I I A
)QED OAK o OAK TBR) I II I I I TBR') 1 1 1 PROP1 ERTY AE 1 / I IN � D.Y. 9,9E 5//0
,� _ I Y LINE ( I I V ACC' RDING T ,\
/� (TBR) 24% / ; - ```��MULCH I II EXISTING BOWNDA l I II 1 I 1 1 INLD BR 904R 63� 1 ) - MH-1 I I
i „ �r OPg480.1� 11
(TBR) I /I Y // I I j I M 1 91 A \
I v-4741.s7 � 4B
z / ) j I v 477)95 I (P /CFP RI IE� INC. \v
J�,
NV=47X70 1 D/B/ b4-162 31 PLAT
/ , NV=477.\46 / D BI 465 It 1�12 PLAT I
/ 24" RED / / / ' I I I I � I I I � I / � � �._- <v 1 I � I
OAK `TBR) / // TM. 45-101 / �� 1 �d 813 A ES
I I I I
MANAGED / EXISTING BOUN�ARY I I \
SLOPS TO B �� �ROWNER: CVIMEE OLLC. I j j B A OVERLAP o.do41 I I 1U�S: AU 0
70 /
POLE" �—= �� E REMOVED I \ \ \ I I A� S S�RV E \ 1
/ DISTURBEDi D.B. 21 0-30i o ZAE
TBR) / _O�E� WO�IAIA\/E CMA
/ / / \ \ \ \ " RIP -RA D�TCM \ \ \ \ I
D.B. 996- 50 PAT \ \ \
21,
D.B. 0-2�
` I MANAGED / / 27 &-'28 PRAT / / / / /20' SA� ITARY \/ \ \\ \ \ \
SLOPES TO BE / i % ' / / / / / / SEWER ESMT. \ , 1 �,' BOUNDARY 'OVERLA,P
DISTURBED / 1.32 ACRES // \\ \ $At
1 - / ,{ / / / / b.B. 1270�706, ' 0.027 RE \ 1 \
USE: VACANT/ / / / ( I 709 LAT
N / / ZONED NM@/AIA/EC/RIp` 9 / \A9 \\ \ \ \ \ \\�\\\\ \ I
IN / MANAGED / /' FBC / / \ \ \ \ \ Y \
ro \ \ / SLOPES TO BE `� / \ \ 2� , \ , \.- == -.} + ,PROPERTY LIME \ \ \ \ \ \ \ I I \
o \ 9 \ \ I \ — / CORDING TO\PLAT \ \ 1
a _ _ DISTURBED `� / / / v v 4� �� - + / V A V A A
- 's - RE ORDED IN DAB. \ \ \
\ -EXISTING, I / / \ ss \ / \ \ \ \ \
TREELINE''QQ _ // / / \ \� ANITARY�SM�N/ 100 -225
\ s \ BE\REMOVED\ /
Co D.E�-4063-609
MANAGED \ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \
LQ I ' F SLOPES \ \ \ \ \ \ \ \
R \ \\ \\\\ \ \ \\ \ \ \
PROPERTY INE \ \ \ \ \ \
- I 366.98' -- Y -F ACCORDING TO PLAT\ \\ \ \\ \ \ \ \\\
PAINED CURB = - ' '' -- Ft�= _ _ _� / RECORDED I D.B. \\ \\ \ \ \\ \\\ \ \ \ \\ \ \ \\
SURVEY ( ) sa °as'2s"w ao7.5a... \ \ -c - �— - pTS _ _ 77
996-650
i DATA TbR ��m� / i 0-� �� -' i
GIS I ��______G��� - -.� MI-T-1 i 46. + I !\ \ \\\\ S12°58' "E \ \ \ \\ \
&LI AR DATA .�. I 1 I B UNdARY / /' i' i _----- �T0 481:06�� �ERrAP / / /� / 16.41' \ \ \ \ \\ \ \ \ \ \ \ \ \ \
/�/�/ �i j—x iJGx x1-;yx �x j x/ I I,
T ACCESS E M \ I jf0 61,3.3k i - i / \ \ \ \ —
D. J. 1035-4657PL2 \ IN/VC03.46
v q v I / V A
// TC 45 105
45 102 l l l l OIWNE� ARWC)QDIT '
OWN R: KILM�R ASSET vv I FjROq. ES, LL.0 / / v\ v\ V A\� \\V A A\� \ 1
1 I I v I I I 1 D 1870-119
PR T CTION TRUST, \ v 1 1 1 1 B. /10Q5-225 PLAT
CEOF RE D. KILMER AND \ \
ENISE �l II� I A� PLA437, 441
I I � 111 \ 1 v
I B. 4755- 49
i I I I I .01 AC ES
D. . 1 86-91 PLAT v A 11 Illy AZ�N HC/AAv/C
D.B. 1 05-225 LAT v v
. LF-S RA`G�
I V DATED PRIL 28, 0�VJE6 I VvI)v \\�\
/ 0. 8 ACRES
USE: FFICE/RETAIL
v
ZO D C-1 AIA EC
> //
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
r�-e .TH �
O
AS
U JusmhvHI
. lfo. 45183
► Ar
'IONAL
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
18.030
EXISTING CONDITIONS
Scale: 1 "=30'
C2
20' SANITARY SEWER
ESMT.
D.B. 1270-711,714
PLAT
,
DASHED SINE
TM. 45-100C REPRESENT]Nk�HE
- _ ZONING D ISIbbN
R1029 FBC FDEX
RI029 FBC - 0RSA
AREA (APE)X(.
NEW ® \ \
ROW/PROPERTY 1
LINE
I CG-12
NEW
ROW/PROPERTY
LINE -1
30" STOP
SIGN
R2
CG-12
LOCAL STREET A -
DEDICATED TO PUBLIC
STREET
NAME SIGN
,11
•.,a.:
-
-":. -. .' -
1 ,411 SF 6 3
.35'
n CLUB
AMENITY ON °
MAX BUILD
-TO-
` GROUND
LINE
=10'
_ LEVEL
BUS
STOP
___
.04'
NEW V.W.
O
ACSA ESMT
o.
�6
BUS STOP
1,759 SF
SHELTER &
FITNESS/
BENCH
AMENITY ON
NEW
2,240 SF GROUND
OUTDOOR LEVEL
>>
ROW/PROPERTY
RECREATIONAL
LINE
AREA
—
i
I N
.Y.1�
a
EX. TEL.
�
BOX, TEL.
PED, UTILITY'
MANHOLE
(TO REMAIN) i
Z
EASEMENT TO CENTRAL
TELEPHONE COMPANY
OF VIRGINIA DBA
i
CENTURYLINK
D.B. 4716-51
, E (
_
D_.. o
SI N
N
CD w
I
}�
Li
COMMERCIAL SPACE ON GROUND FLOOR
°0
O
D p
m
.'
3,170 SF
I 18,545 SF ME (GROUND FLOOR)
4 FLOORS)
18..
I SF IF (BASEMENT, 2, 3 & °
:��
21,715
105,403 GSF ME UNITS
w r
- w-�
ITOTAL BUILDING 108,573 GSF °
Q O_
MULTI-FAMILY APT BLDG
t-
Am.
I 5 STORIES
'
m
_im
4 STORIES ABOVE GRADE
_
P I
TE
_D
I STORY BELOW GRADE
--
AC
1
x
W
�
EASEMENT TO
a
COMMONWEALTH OF VIRGINIA
i
D.B. 4592-425
10.0'
I
I
20 N
c 30" STOP
� SIGN
-� NEW V.W.
--� PUBLIC <�,a
DRAINAGE
4 ES
30" STOP
SIGN .,g`SIDEAtK.. CC-12
ov ee 10 PARKING ----
CG-12
CG-
O II®
o NE V.
' 3>
UBLIC
DRAINAGE
ESMT
07
II
R3��
I
Ili
I
II
I II
o I
0
'-
HC
n
M
0
'? I
BENCHMARK: < a b
TOP OF DROP INLET
ELEVATION=527.78 -
_ 108.06' - f
..5' �SIDEWM�K.. .. Q'
0
/ ... O, of 20.0'
_ V.W.-- V.W.- -_
MAX BUILD -TO- 120. R1�0i _ _ _ _ _PRIVATE SWM
LINE =10' 45 F O FACILITY ESMT
30' JOINT ACCESS ESMT.y
D.B. 1037-527
D.B. 1035-465 PLAT
TM. 45-102
01
0.0'
SANITARY SEWER
ESMT.
D.B. 1270- 721
�L) SANITARY SEWER
PICK-UP/ ESMT.
DROP OFF D.B. 1270-701,
ZONE 704 PLAT
SPACES
20' SANITARY
SEWER ESMT.
D.B. 1270-711,
714 PLAT
18,435 SF
92,175 GSF
SELF STORAGE BLDG
5 STORIES
3 STORIES AVE GRADE
2 STORIES BELOW GRADE
TOTAL BUILDING AREA=92,175 SF
20' SANITARY
SEWER ESMT.
D.B. 1270-711,
714 PLAT
I\
0 1 /
w
(2) PICK-UP/DROP o �IU7
OFF ZONE SPACES ! _
-NEW V.W.
i
PRIVATE SWM /
FACILITY ESMT
20 SANITARY /
SEWER ESMT. o i
D.B. 1270-706,
709 PLAT
20.0' I �
o
Y ESMT .B. 10
.B. 1063-
!91 PICK-UP/DROP
oFF70NT_ \ 1
TM. 45-105
WOODEN FOOTBRIDGE
6' WIDE WITH
RAILINGS EACH SIDE
MANAGED
SLOPES TO
REMAIN
TM. 45-173
NEW
PROPERTY
LINE
CLASS A -TYPE 2
LOW -MAINTENANCE
SHARED USE PATH
TM. 45-94B
f!�p'LTH �F
O
AN
U JUSTIH1
140. 45183
'ZONAL �1yCs
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
18.030
ti
SITE LAYOUT
EASEMENT TO CENTRAL
TELEPHONE COMPANY
OF VIRGINIA DBA
CENTURYLINK
D.B. 4716-51
EASEMD
COMMONWEALTH OF VIF
D.B. 4592
T
D. B. 1037-527 N V=503.46
D.B. 1035-465 PLAT
TM. 45-102
TM. 45-105
173
IELD
-80.18
74.67
s
)ITCH
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o J��
JUSHII
Lis. 45183
SSIONAL
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
UTILITY PLAN
SPOT ELEVATIONS AT HC
PARKING
C5 SCALE: 1 "=10'
EASEMENT TO CENTRAL
TELEPHONE COMPANY
OF VIRGINIA DBA
CENTURYLINK
D.B. 4716-51
� I \
//3C1�/SANI7AR)r-SEWEIR
ESMT1Z ---------
70- Z11_74-4 PLAT _ - A A \ AV 1 ( \
/ / -V
—/
\ / _ I� / ( I�\�:•`j'.-. I I\ \ 20�QN44��TA`RY \ I
. _ 7 ( Q�A : _+ \ v SEWER E$MT\ v
\ TW 45-100CI
IOW MAINTENANCE I II \\
GOUNSLOPED COVER �NTZL
HA+N II I 11 �I \\ \ \ \'�- \-s\\ \ ✓ /I (� I\ \ \ \\\ \ \ I\ \
\ /I
\ \\ \ N 1 �.�I A Z VA \VA AlA\ \VA AV A A
— / I // I / A l I — �I� l � � � � ��i t I'• I �-�. A \\ A A\ wI �I I v,A 1vTMl �5�173\1
1 —wl —w ( 'NEW LC p0 �t� 1 A V A AV �l AVA\vim AA \ II A\ \
)RAINA
/ � w IN E
w w
' 75 65
V7 f a. Gil 1 1 .0
5]EP
NE %J. �<4+ \ 5 I 1 \ \ \ \ #90
a a, I .�• - ' I ERA NAGE / D7NAGE
I °/ DIVIgiE ESMT
I —L- - I'
0
' I 68 9
06
I \ 6 0638
06
3 06 6
\
\ 1.40% 1
6 06
I I \ 0613
\
36 °
\ \ 063 \ 06 I
\
68 05
05 �
P \ \ \
\
68 9 \ 05 5
SANITARY $EWER \\ \\ \ S P O T ELEVATIONS AT H C
D ANA I�A \� IESMT.
/ I \ I SEE DETAIL I P.B. 127\0 721 \ \ \ 3 PARKING
NEW V.W. I P 1 \\: FOR SPOT I \\ �s'. \\ \ \ \� / SCALE: 1"=10'
�CSA ESMT ELEVATIONS \
.,1+Vp \ A A t t V A A \
SEE DETAIL®
I
N \ FOR SPOT
I i \ \ I
_ ELEVATIONS \ rn�
---9 1 \ �,��I° SEE DETAIL®,; i V A \SANITAKY SEWER f
FOR SPOT \ e 0\ ESMT. I V
\ ELEVATIONS 06 V D.B. 1270 701-
_/ 704 PLAT
d EX_ TEL-/ 1 I ; .V\\ - �\ �i \ - 6 P _ 1 V A A 2d' SANITA Y
BOX. TEN,. I I I \ - _ _ ( \ \ \ \ SEWER ESM
PED, UTI TY ,� LOW AIVENANCE I /
MANH LE I I N - \ \ V A D.B. A1270-711 t 1
I /� I °' �so 714 PLAT\ i` I SRO 0/COVER ON AL
TO RF/�IN) / 'j -� 1'I 6 \ \ \ \ \ SLOP -GREATER THAN
=r /RA�I'NAGE 7 \ \ 1 \ I\ 3:1
t50% I \ 6
\
1 1 1 �—
c'0 F-- '.. NX/� // // .� —� 'g I 1 I I -I 6 I 1 11 I 1 1 1 1 I t \ I I \ \ I I I I \\
w i / / m I I LE�EL 5 IFFE = 527.50 A \`
w� / / y1i
'� I 1 LE EL
4 FFE=\517.001
LEVEL 3 FFE = 506.50\
w •Isr: v i // — _ I 1 I LEVEL 2 M= 596.00V 1 s s I 1�/,
of O L0 29- 9j 9 1 LEVEL 1 FIFE _ Z5.50 V 11 I / /
/Ld Of
38 IM 4 5— 4B
29
1.�4
/
P I� TE SWM
I-I I / = I G`
ROUND LEVEL FIFE_ �L9.ZO-
/ STREET LEVEL FFE = 529.88
EASEMENT TO _ _ I
COMMONWEALTH OF VIRGINIA \ I / „,P I N W V.W.
D.B. 459z-42s - I / _ _ .� _ _ _ ,«1 /� / 4 n / E I
/ - ere - I+ 4- F RIVATE 5WM / \ Fr15 1 I 1 \ \ \ \ \ \ \ \
ACILITY/ESMT/ (
1 1eM1 /v 0� /20' SAtITARY
559%5 .-/ / // / SEWER ESMT.
6.13. 1270 706,
\PLAT
1 213
$: 8\A92\\9
°saw
BENCHMARK:
I - - -... �>/ 1.
TOP OF DROP INLET I \\ \ \ � � _ \, I _0
0%
ELEVATION=527.78 NITARY�SMZ V IT
\� \ 77 .. \ r\ .� 06 - w i / MANAGED \ \ \ \ \ \ \ \
.L. �.. I� F� - SLOPES TO
REMAIN
LOW MAINTENANCE//'
GROUND COVER ON ALL x x- �x .x/—x�=x -z —xLx �x \ \ \ \ \\ \ \ \ \ \ \\ \ \ \
30' JOINT ACCESS ESMT. SLOPES GREATER THAN
+ D.B. 1037-527 3: 1
\ + D.B. 1035-465 PLAT
TM. 45-105
TM. 45-102
15 c saw
15 v--
1 a 0 15 +
OOHP—EP
16 O 33 —TC \ 05 + w \ \\
16 94TC 1 \ \ \ \ \ I \ \ \\ \ \
15 0
1
SPOT ELEVATIONS PARKING 30 0 30 60 90
2-'�LOT LANDSCAPE ISLAND
C5 SCALE: 1"=10' Scale:1"=30'
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
SSIONAL
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
GRADING PLAN
C5
Landscape Plan: PROPOSED LANDSCAPE
Required: Pre Albemarle Count Code of Ordinances, Sec. 20C .7-Table 2, Street Landscape Separation = 6ft in the
Boulevard standards. y pP Plant Planting Common Minimum Height Total Area of Total
Provided: aft landscape strip separating the Boulevard Symbol Type Botanical Name Name Cal./Heig at Height in Quantity Canopy Canopy
ht Planting 10 Years
Street Landsca Ian a�
Deciduoug\s Tree Quercus Bicolor Swamp White Oak 2)/2" Cal. 11 31 14 299 4,186 / / / / / / / / \ 1 \\ \`\
Lare
Per Albemarle County Code of Ordinances, Sec. 20C .10-D:
The minimum Planting Requirements are as follow:
• Reauired: All trees must be planted parallel to the street in the landscaped separation zone, pursuant to section 20C.7.H.4. Large American Elm 3
•Provided: All trees are lanted arallel to the street in the landsca e se aration zone. {:�®'�t Deciduous Tree Ulmus americans &cvs. (Princeton)1Yz'-1/4" Cal. 10 25 8 397 3,176
Provided trees in the clear zone along Rio Road W:
7 Small Deciduous Trees (Crapemyrtle) Large
Quercus Robur English Oak 1J2"-13/4" Cal. 11 31 5 329 1,645
Provided trees in the landscape separation zone along proposed local street: Deciduous Tree --/////2/Gr SANITARY -SEWER -- --- \ \ 1 \ \
8 Large Deciduous Trees (American Elm (Princeton)) _
Large Acer Saccharum &Cvs. Sugar Maple (Green 1J's"-13/4" Cal. 11 21 14 195 2,730 '/'/'/' ' / ESMTy
Deciduous Tree Mountain) / / / '�70- , \ \
• Required: All trees and other vegetation species must be from the recommended plant list. Large Sugar Maple (Fall / //PLA J // -� \\\ \ \ \ I �\ , \1
• Provided: All trees and other vegetation species are selected from the recommended plant list Deciduous Tree Acer Saccharum & Cvs. Fiesta) U¢ -13/4" Cal. 11 21 10 195 1,950
/ / / f� �•\j:,t:.- \ \ \ 1 \ \ \ /
• Required: Each development site must use at least five different species selected from the recommended plant list, with LargeDeciduous Fagus Sylvatica & Cvs. European Beech 1Yz -13/4" Cal. 10 20 12 177 2,124
no more than 20 percent of one species used. Trees
• Provided: More than five different species are selected from the recommended plant list throughout the development site.Large
Deciduous Nyssa Syivatica Blackgum Tree 3)/2" Cal. 15 23 7 181 1,267
• Required: At least one large tree (2% inches caliper measured six inches above the ground) must be planted in the
interior of parkingareas for ever ten parkingspaces provided. these trees must be even) spaced. Trees
• Provided: Fourteen (4) large trees (2% inches alipermasuredsix inches above the ground) are planted in the interior of " Small I I I \ / �"'� \ , ° 1 I I .�
Deciduous Magnolia virginiana. Sweet Bay Magnolia (6'- 7') 6 16 8 113 904 1 \ /
parking areas for every ten parking spaces provided. these trees must be evenly spaced. 0 Trees I I \ \ /g 1 \ `'_.�_`.b• \ \ 2-0N TA`RY \ I
Interior parking lot has 92 parking spaces with eleven (11) large trees (Swamp White Oak) proposed. Small 1\ 1 \ I W' \ :-:* I � \ \ \ I / SEYJER \E MTV \\ I \
There are nine (9) parking spaces along the travelway on the south west side and two (2) pick-up/drop-off zones\ 1 DSH �3,IN \ I \ \ D:B: ,�'\0-171'F \
Ornamental Lagerstroemia Indica x cvs. Crapemyrtle (6'-T) 6 9 7 77 539 \
with three 3 large trees Swam White Oak proposed. TM. 45- OOC RE RES NTR OTHH
( ) 9 (Swamp ) P P Trees \ I 1 ONI VISIb \ ° \;.••`
Deciduous \ \ `
Syringa meyeri "Palibin" Compact Meyer Lilac (1'-1Yz') 1 2 32 44 1,408 \ RIO 9 FB FLET\\
• Required: Landscape plans must be prepared and sealed by a licensed landscape architect (as defined under code of shrubs 1 \ Rug I I 1 1 I
Deciduous Caryopteris °Longwood I I I I_ R'E \ I I \ \\\ \
Virginia 54.1-400 , a landscape designer certified b the vir inia society of landscape designers, an arborist Blue Mist Shrub (1'-1Yz') 1 4 17 10 170 \ R102k A P 0
9 ) P 9 y 9 y P 9 shrubs Blue" 1
\ AREA PP X. 1 I \
certified by the international society of arboriculture, or a horticulturalist certified by the virginia nursery and / I �
landscape association. This requirement may be waived the agent. shrubs Deciduous Viburnum x "Juddii" Judd Vibuum (1'-1Yz') 1 7 15 38 570 I 1 / \•. \ _ \ \ \ ! I \\ \\ �\ \ I , \
• Provided: Applicant requests to waive this requirement.
Open Gross Lawn / / I 1444\\ \�. �. \ IN,
149 2,055 20,669 r
Per Albemarle County Code of Ordinances, Sec. 20C .7-H-4-Table 4: Not To Scale. Total
• Reauired: Landscaping Requirements in the Boulevard Area: Large shade trees at least 2% inches caliper (measured 6 BIRCH
I I \� \ \ �•'':
inches above the ground). The maximum average distance between trees must be 50 feet or less per block\
/ \ r9 \ \ \ \
length \ \. \ I \ \\\ \
• Provided: Large trees are not provided along the Boulevard area as VDOT clear zone do not allow more than 4" diameter trees. \ ` l \ \ I I I 1 \ \ 1 1 \ \ �s \ 1 J \ .\ \ \� ''.. \ LY
Parking Landscapinq: I \ I /\\\\\I \I \ \\ \\ \\ Per Albemarle County Code of Ordinances, Sec. 20C .9-A-7: ;."
I I 1 / / \ I \ '--' '-\ i° \ �� \\\ \ \ \
• Reauired: At least one tree must be planted in the interior of parking areas for ever ten parking spaces provided.
P P 9 Y P 9 P P
• Provided:
14 Large Deciduous Trees (Swamp White Oak)
16 Deciduous Shrubs (Compact Meyer Lilac) \ \ \ I I \HOLLY \\ 11 \\\
6 Deciduous Shrubs (Judd Viburnum) \ I \ \ II
/ - / - w V A v l 1 TMl �5� 173\\ I \
Civic Space Landscape Required: I I / - W jW\
Per Albemarle County Code of Ordinances, Sec. 20C .11-C-Table 12: ` r I I f f - - ' \ \ \ \
A. Required Elements in Linear Park: I '°° f 1 Q I I / / wl PU61-C <. �. I ': \ \\ �I-'DOLLY
• Trees
B. Additioal Elements in Linear Park: II / - _ _ w � � F L
. Open Grass Lawn \-w�
15� \R �
Civic Space Landscape Provided: ,�
• 14 Large Deciduous Trees (Sugar Maple (Green Mountain)) I
• 10 Large Deciduous Trees (Sugar Maple (Fall Fiesta)) l �\ II w ) I, / I I / o I \ 15" \ ` 11\ �.. \ 1)5\ BEECH
• 0.43ac Civic Space Provided in which 0.33 ac is an Open Grass Lawn - _ W — W
• In addition to the proposed trees above, there are 2 existing Large Deciduous Trees and 3 Deciduous Shrubs to remain in the Civic I -. f .- (_ •/ / I \ / / /
Space /' v I l
Landscape Notes: *°- A . U 1 / / PI�BLIC
1 a DRPfNAGE I I vv \ v v
1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs.
2. All other landscaped areas shall be sodded.
3. 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. , I I I / I i I / \ \ \' '• \ \ \ l \ 1 1 \ \
I S NITARY EWER
4. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. / �<:".• ,o •, .• �• I �•. 1= �� I :I I � I �' $ 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. I I I I \ IESMT.
d \ i
6. Perimeter parking lot trees to d be 2g caliper. / I I I _ - -- \ \ \ \ I o.8. 127\0-721 \ 1 \ \ \ I l I 1 , SHIMP
7. Contractor shall plant all landscaping by the first planting season following the issuance of the first certificate of occupancy t-_� N/W V.W. I I I °.�:" a° � o ye°I� \ _ \ �, \ \ � � ��. \ '��=..t,_-� \\ \ \� I II
within the development. - I I a P \- \I 1 \ \ \ \\ \ ''(y� \ _ 1 I I I
8. All site plantings of trees and shrubs must be allowed to reach, and be maintained at, mature height; the topping of trees is I 'SA ESMT
P 9 9 PP� 9 p 'yS
prohibited. shrubs and trees must be pruned minimally and only to support the overall health of the plant. I •� I / \ \ '� I �� \ \ \�� ��\ •. \ -\ \ \\ �'/ / / I / / E N G I N EEi\ I N G LL
LAND PLANNING - PROJECT MANAGEMENT
\ \
912 E. HIGH ST 4342275140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
\ . 1 \ V A\ V \ \ _ 0 V A \SANITAKY SEWEESMD
D.B. 1270-701, 11\\� `?. _\ - I I \ 1
7V4 PLAT
\•- EX. TEL/ 1 I II I \\ I \ \ N. \ 11 I \\ \\ \ 2d' SANITA Y 1,� / \ I I \\ I 11 \) / I / T
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\ 1 MAN H LE I I h - •I \ \ \ \ \ D.B. 11270-711 " P \ ° I I I 1 I I ` tJ�
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v�A�(( (TO REMAIN) I /� I � _� � � li � � i�- •� V A o A V A � 1714 PLAT' � � � r I 1 � � ✓,
EA EMENT TO CENTRAL / I I / / I_. \ .\ \ I \ \ 1 \ �" I 1 1 I 1 �` ,�
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'OF VIRGINIA DBA \ _ / / ytiti d�� � 1 - \ I I ! \ \ 1 1 \ I I I I I l l / I \ U JUS?�� 1311Vp
\ )) CENTURYLINK /�' / t- I \ l \ \ \ 1 1 1 I I I I I I I 45183
I D.B. 4716-51 •,�( F�9AD-� /�I' C 1 1 I�1 I JIj A r
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_ 664 WEST RIO
\ I \ EASEMENT TO
I COMMQNWtALTH OF VIRGINIA I"•.. \ 1 / -- /' / 1 I 0,` A� I NEW V.W.
1 I D.B. 4592-425 I / - -
/ . - - RIVATE SWM \ 1 \ \ \ \
l 11 \J 1 `•' I / / � � ' / / /FACILITY/ ESMT/ A " I A V A V A \ \
14
/20' SAIJITARY
NOTE: SMALL TREES ° / / SEWER ESMT.
\\ PROPOSED IN THE VDOT
I I // ®� o / / / b.B. 1270�706, v, vv�vv1v ALBEMARLE COUNTY VIRGINIA
) ( l CLEAR ZONE. � I 1 I // / / / G o 1 1 709 PLAT /\ \ \ / \ \ \ \ \ \ \ \ \ ,
a
VDOT CLEAR ZONE I / \ xs / \ \ \ ` \ \ \\ \ \
QUIRES NO MORE THAN SUBMISSION:
I
4" A 20 321
bNITARY-ESMZ REVISION:
\ I \ / \� \ • \ ��° �IrnY MANAGED\\ \ \\\� \ 1) 2022.10.18
a I —i m I m, t SLOPES TO \ ,. \ \ \ \ \
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BASEST
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COMPACTED SUBGRADE
BASE (TM.)
MIN. CBR=6.0
COMPACTED
TO BE FIELD VERIFIED
SUBGRADE MIN.
CBR=6.0
I
TO BE FIELD
VERIFIED (TV
FUTURE DEVELOPMENT OF
'CG-6 ON LANE
ROAD VANE CG-6
NEXT PARCEL TO ADD 6'
STREET
CL
LANDSCAPE
SIDEWALK
LANDSCAPE STRIP AND
PARKING
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VERT: 1 "=30'
A TH -
eo
Oo
C) J�
U JusTahco
lio. 45183
'IONAL
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
18.030
ROAD SECTION & PROFILE
--------------- --— — — — — — — — —
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VERT: 1 "=30'
30 0 30 60 90
Scale: 1 "=30'
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VERT: 1 "=30'
Scale: 1 "=30'
SHIMP
ENGINEERING8
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
A TH
ffO�
'oJ�
U JUSTIIH1
lio. 45183
IONAL
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
18.030
INTERSECTION SIGHT
DISTANCE
C9
CORE AREA: 1 29,51 7 SE X 0.1 SF = 12,951.7 LEGEND
ROW
FLEX AREA: 23,854 X .15 = 32578 SF DEDICATION
TOTAL CIVIC SPACE REQUIRED = 12,951.7 SF
TOTAL CIVIC SPACE PROVIDED = 18,749.2 SF
NATURAL AREA = 22,2;
S
NAME
ROW DEDICATI
AREA=0.553
NOTE: SEC.20C.B(A)
REQUIREMENTS ARE
M ET BY
SEPARATING THE
BLOCK WITH A
TRAVELWAY
+ 3,578 SF
TM. 45-102
0.430 AC
= 16,529.7 SF
TM. 45-105
-1 73
,TURAL AREA
:0.511 AC
A. 25-100
VISED AREA=0.43AC
AC SPACE (LINEAR PARK)
DICATED TO COUNTY OF
BEMARLE
TM. 45-94B
ONCIVIC SPACE
(LINEAR PARK)
NATURAL
AREA
OUTDOOR
RECREATIONAL
AREA
SHIMP
ENGI NEERI N 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
A TH
O�
U JUSTI)Hl
lio. 45183
'IONAL ��
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
ti
18.030
ZONING COMPLIANCE
OVERVIEW
Scale: 1 "=30'
cio
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)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
„CONDITIONS ARE UNSTABLE
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
NTS
FIG. S-3
ACSA: SEWER PIPE
INSTALLATION (TYP.)
C11 NOT TO SCALE
REMMNING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24"MI
INTIAL BACKFILL*
8"MIN
(6" LIFTS)
EMBEDMENT
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
MECHANICAL TAMPER
OF PIPE
O
HAUNCHING
NO. 68 STONE
- -
BEODING 6" max
4" min
OUNDATION SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE
I. 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•WM1HERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
M-34
ACSA: TYP. SEWER PIPE
7 INSTALLATION IN TRENCH
C11 NOT TO SCALE
SECTION 1-1
z
12"
3000 PSI CONIC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
BRANCH
2"
FLEXIBLE CONNECTION J NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
w CONNECTION BOOT "
INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-1-B
ACSA: TYP. MH TIE IN
2'PLAN VIEW
C11 NOT TO SCALE
B
FOF
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
AS
IR
ICED
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE ANO PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
2.00
2.25
2.60
0.15
22 1/2
1.50
2.00
2.52
0.10
2.00
2.25
2.50
0.15
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8"
45
2.66
2.66
2.77
0.26
22 1/2
1.66
2.15
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
F10V& 12"
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
K
P
WATER
2500 P.S.I.
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
::,.!,
1'-O" MAX
RUBBER COATED STEEL
STEPS CAST IN PLACE
3'-O"
MIN
PRECAST REINFORCED
CONCRETE SECTIONS
1�IN
"0" RING SEALS
4 16g05'
MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETEVARIES
CHANNEL TO BE
FILLETS
3/4 DIAMETER OF
CONTRIBUTING
SEWER.
�e 12
A FILLETED INVERT
OR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET IT 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
Tn-95
ACSA: TYP. MANHOLE
SECTION BRANCH TIE-IN
C11 NOT TO SCALE
PLACE 5' GALVANIZED " WITNESS " POST NTH
ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
-a TO HIGHWAY DEPARTMENT APPROVAL
FINISHED GRADE
ADJUSTABLE TRAFFIC RATED
VALVE BOX W/ LID
M 4. GATE VALVE
UNE
CONCRETE 8 ff,2'x 2' BEARING AREA,
THRUST BLOCK - 4
THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION CHANGES
SIZE DEAD ENDS AND AT VALVES.
USE 2500 P.S.I. CONCRETE. NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE
NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS TYPICAL GATE VALVE
NTS NTS
FIG. W-3 FIG. W-5
TD-3
ACSA: CONCRETE ACSA: GATE VALVE
8 THRUST BLOCKS g (TYP.)
C11 NOT TO SCALE C11 NOT TO SCALE
6" - 31000 PSI CONCRETE 375 rE
AT 28 DAYS OR STRONGER.
WIRE REINFORCING OR
0o 0o O'0'0Ono 000000071 #4 BARS AT 12" O.C.
4" COMPACTED
III (VDOT #21A
COMPACTED SUBGRADE EF
MIN. CBRELD
TO BE FIELD VERIFIED
13 DUMPSTER PAD DETAIL
C11 Not To Scale 18
a 4" - 3,000 PSI
ed<e M. CONCRETE
4" - VDOT #21A
0 O 0 O 0 O 0 O 0 O�O�O� BASESTONE
II III III III III 3R7
III III III III III- COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED .76
TYPICAL SIDEWALK SECTION o12
14
C11 Not To Scale R7
2" OF SM-9.5A
SUPERPAVE
O O O O O O O O 6" - VDOT #21A
00000000000000o BASESTONE
-III-III-III-I II `COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED
TYPICAL PAVEMENT SECTION
15 FOR PARKING LOT
C11 Not To Scale
[PR , ]/N' MALE 'PE �:IUeU
O AP k APPROVED
EOJ4L
-- - - -
FMILT
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7.
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RIORU N IAL SwV&'E "RE AM IPRIGATCx
METER 15 x T PRGNCED
SINGLE SERVICE
10E
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-
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`",~'')' -"+:.. ""N":•. vEc PD] do v AcwECATE
wnMLM TNauesslyvK';n
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1" METERS)
NTS
FIG. W-6A
TD-10
ACSA: TYP, SERVICE
LATERAL INSTALLATION
C11 NOT TO SCALE
NOTE, MIN. 50' ➢IAMETER MANHOLE
_ REQUIRED.
M.M STOP
�Pd DROP MANHOLE PVC CROSS
B' USE APPROVE➢ FLEXIBLE RUBBER
HOOT.
A
P
5' GASKETED
STOP COUPLING
o - 27•
DROP PIPE
PIPE STRAPS
(STAINLESS STEEL)
p SPACED EVERY _
2' VERTICALLY
91 RESTRAINED BEND
SEWER
INFLUENT
* PIPE
'NA
SEWER
q PIPE
PLAN
PROFILE
MIN. 6' BEDDING WITH NO. 68 STONE
1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMIN ED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO
(2)FEET.
2. VERTICAL DROP PIPE SHALL BE SUR 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 SPRI NG LINE OF MANHOLE INVERT.
5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW.
6. VERTICAL DROP PI PE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR
TWO 8" DIAMETER DROP CONNECTIONS.
STANDARD INTERNAL DROP CONNECTION
N.T.S.
FIG. S-1-C2
TD-30
ACSA: INTERNAL DROP
10 CONNECTION
C11 NOT TO SCALE
L
z r J J 1 E
V N
2C
AC EC SI IL N
1C � E
R7-0B
A, V.W ACCEaSA9F
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A
8
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8
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10
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TYPICAL MANHOLE FRAME & COVER
N.T S
FIG SHD
T"I
ACSA: MH FRAME 8c
COVER
ME 1YN111
LK•r•�.�rm�u�_���•n��i�raCaa���i�r�T■'r�ia►u�����n��i��'�C�i��
UI
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
ACKFILL 4 MI
8' e"
MIN MIN. #68 STONE
AS
ACSA \
STABLE SOIL OR ROCK'
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
�11 ACSA: DIP INSTALLATION
C11 )NOT TO SCALE
O ®
MIN.
MIN.
17.W 8' MIN.
A
(22.5- FOR COMPOUND METER)
f
3B•
a.
(Mr FOR CD PWND NEVER)
1B
MIN.
37"
MIN.
�TTL�
le
MIH.
wNCNUT LOCKING ASSEMBLY
B PASS
LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL)
BACKGROUND- WHITE(RETROREFL)
*Reduce spacing50Dh.
**See page 6-31.
"`See page G2 for arrow design
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 (2" METER)
P""KXGgPP Mr°" DnEclDxuA% uTmN
COLONS. LEGEND -GREEN IRETNORERECINOOHBLACK aroRS LEGEND -WHITE MITRORERECIWQ
BRDKFnaBm -wXRE IRETROREftEI'INEI BAIXGRg1ND -BlllF HREiboxFFLFCrrvq
16 HC PARKING SIGNAGL
C11
NOT TO SCALE
NTS
FIG. W-7C
TD-16
ACSA: TYP. METER VAULT
17 (2') METER)
C11 NOT TO SCALE
SEWER SERVICE LATERAL CONNECTION NOTES:
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 )
�Q
4.
ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5.
ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF -
MAIN LINES-( SECTION SERVICE LATERAL
IN LINE WYE-TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
ACSA: SEWER LATERAL
CONNECTION
C11 NOT TO SCALE
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH 15
QTHE
LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN
2'Tp 10'
(27Qy
18"-2�ALVE
7 CU. FT.
BOX
#68 STONEI
X 6"
2500 P.S.I. CONCRETE
BASE AND THRUST
1.
BLOCK AGAINST
UNDISTURBED STABLE
SOIL.
STEEL PILE `S\\
WHEN THE SOIL IS DISTURBED O)� WHEN
RESTRAINED JOINT FITTINGS
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
ACSA: FIRE HYDRANT
12�ASSEMBLY
C11 )NOT TO SCALE
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
0
O
U JUSTlbkvm
lfo. 45183
-/
'IONAL
INITIAL SITE DEVELOPMENT PLAN
664 WEST RIO
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.03.21
REVISION:
1) 2022.10.18
FILE NO.
18.030
SITE & ACSA DETAILS
C11J