HomeMy WebLinkAboutSDP202000028 Plan - Revision 2020-06-05LEGEND
EXISTING NEW DESCRIPTION
BENGHMARK
SITE PROPERTY LINE
- -
ADJACENT PROPERTY LINE
VACATED PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
ACCESS EASEMENT
SITE TEXT
NOTES
10
PARKING COUNT
1.00,
DIMENSION
ELEVATION
-- -- -
GRADING EASEMENT
- - - - -
10
INDEX CONTOUR
12
INTERVAL CONTOUR
5781X
SPOT ELEVATION
5781XC
TOP OF CURB ELEVATION
5781X
TOP OF WALL ELEVATION
5781X W
BOTTOM OF WALL ELEVATION
SITE OBJECTS
RETAINING WALL
HANDRAIL
BUILDING
ROAD -EDGE OF PAVEMENT
---------------
ROAD- CENTERLINE
CG-2 STANDARD 6" CURB
CG-6 STANDARD 6" CURB AND GUTTER
CG-12 STANDARD ACCESS RAMP
SIDEWALK
BIKE PARKING
CROSSWALK
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
MATERIAL
CONCRETE/PAVEMENT-SIDEWALK
RIP -RAP
ASPHALT
W W W W
GRASS
EC-3 MATTING
EC-2 MATTING
-
WETLAND
TREELINE
- x- x- x- x-
FENCE
- - - -
- - - -
STREAM
UTILITY
UTILITY EASEMENT
17
l�
UTILITY POLE
®
LIGHT POLE
OVERHEAD UTILITY
SANITARY & SEWER
STORM SEWER
RD
RD
ROOF DRAIN
DRAIN INLET
DRAINAGE EASEMENT
SWM FOREST/
OPEN SPACE EASEMENT
- - - - -
- l
SANITARY SEWER W. LATERAL
O1
SANITARY MANHOLE
SANITARY EASEMENT
WATER
-wLwTw-W-
WATER LINE W. SERVICE
o
WATER METER
®
WATER VALVE
*
FIRE HYDRANT
WATER EASEMENT
GAS
GAS LINE
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
OWNER / DEVELOPER
Albemarle Land Development, LLC
1949 Northside Drive
Charlottesville VA, 22911
PLAN PREPARATION
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22903
(434) 227-5140
ZONING
R-15 Residential, AIA. Subject to ZMA201800006 and its proffers.
MAGISTERIAL DISTRICT
Rivanna
SOURCE OF TITLE
DB 5154/753
SETBACKS
FRONT MINIMUM: 5' from Right of Way
FRONT MAXIMUM: 25' from Right of Way
SIDE: 5' Minimum
10' Building Separation unless the building shares a common wall
REAR: 20' Minimum
FRONT GARAGE: 18' Minimum from back of Sidewalk
MAXIMUM BUILDING HEIGHT: 45' or 4 stories
BUILDING STEPBACK: For each story that begins above 40' in height or for each story above the third story,
whichever is less, the minimum stepback shall be 15'
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary & topographic survey provided by:
Roger W. Ray & Associates, Inc. April 15, 2019.
Verified by Shimp Engineering, PC on March 12, 2020
BENCHMARK
Datum for topography is NAVD 88
FLOODZONE
According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 510003C 0145 D) this property
os located with "Zone X" (unshaded). Area of minimal hazard.
RESERVOIR WATERSHED
This site is within the North Fork Rivanna (below water intake) Watershed.
This site is not within a watershed of a public water supply.
TRASH DISPOSAL AND WATER & SANITARY SERVICES
Each unit shall store trash in toters which shall be located on each lot within a garage or a fenced enclosure.
Water and Sanitary Service is provided by Albemarle County Service Authority.
STEEP SLOPES OVERLAY DISTRICT
There are managed steep slopes on this site. Locations are shown herein.
MATERIALS NOTE
All curb, gutter, pavement and stone applications, and drainage structures shall be in
conformance with VDOT standards and specifications.
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. 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.
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." "water 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.
FINAL SITE PLAN FOR
PROFFIT ROAD TOWNHOMES NORTH
EXISTING USE
Single Family Residential
PROPOSED USE
R15 Cluster Development with
54 New ±3 Bedroom
Townhouses
Disturbed Area: 5.60 AC
LAND USE
SCHEDULE
EXISTING
Area
%
Building
953 SF
0.3%
Pavement
8630 SF
2.6%
Sidewalk
0 SF
0.0%
Open Space
321,118 SF
99.7%
Total=
330,701 SF
(7.59 ac.)
PROPOSED
Area
%
Building 46,560 SF 14.0%
Pavement 53,749 SF 15.8%
Sidewalk 15,276 SF 4.8%
Tot. Impervious 114,585 SF 34.6%
Open space 216,116 SF 65.4%
Total= 330,701 SF (7.59 ac.)
PARKING SCHEDULE
Required Parking:
2 Spaces x 54 Units, + 1 guest space per 4 units = 122 Spaces Required
Provided Parking:
Lots 23-30: 2 Spaces in double driveway at least 18' in length.
Other Lots: 1 garage space and 1 driveway space at least 18' in length.
On -Street Parking: 15 On -street Spaces Provided
Total: 2 Spaces x 54 units + 15 On -street = 123 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 Albemarle County Sign Regulations prior to
placement of any signs on -site. Contractor shall provide handicap signs as shown on plan.
LANDSCAPE
All areas outside of buildings and pavement within the parcel will be maintained as grass and will be
landscaped. The total landscaped area is 44.7% of the site. Street Trees and Preserved Canopy are as shown.
LIGHTING
All outdoor light fixtures shall not exceed 3000 lumens. No other luminaires are proposed.
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are
based on information and data furnished to the owner and engineer by the owners of such underground facilities or others.
The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor
shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the
work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any
damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor
shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the
owner can make necessary arrangements to modify/protect existing structures from damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and
the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and
engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop
drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not
relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11.Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
13. Buildings or 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 VDOLI. Contact
VDOLI for their additional requirements and permits for demolition projects at 540-562-3580 x131.
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.
ITE TRIP GENERATION
AM
PM
Daily
Use Description
ITE
Units
in
out
Total
in
out
Total
AADT
Multifamily Housing
(Low -Rise)
220
80
13
33
46
32
1 22
54
564
Total
1
1 46
1 54
564
Trip generation reflects AM and PM peak hour traffic. Includes all Trips from future max. 80 unit buildout.
APPROVED PROFFERS FROM ZMA201800006
The property shall be developed in general accord with the Zoning Map Amendment prepared by Roudabush, Gale & Associates,
dated June 18, 2018 revised February 14, 2019 and shall reflect the following major elements as shown and noted on the plans:
1. The internal street network grid and interparcel connections between the subject parcel and TMPs 03200-00-00-03000 and
032AO-02-00-001 130;
2. Right-of-way reservation and associated improvements along Proffit Road;
3. A minimum of 44 total dwelling units shall be developed on the property.
4. A 25' Undisturbed Buffer and an additional 25' Minimally Disturbed Buffer in Block B adjacent to TMP 32A-03-OB-2 and TMP
32A-03-OB-4 as shown on the Conceptual Grading Plan:
a. Undisturbed Buffer allows for the removal of brush and/or dead vegetation.
b. Minimally Disturbed Buffer allows for minimal grading and/or the removal of brush and/or dead vegetation.
5. Garage Setbacks - Single-family attached and single-family detached units located outside of Block A, Area 1 as shown on
Sheet 3 shall be subject to the following: front -loading garages shall be setback a minimum of 3 feet from the front building
fagade or front porch.
6. Parking Standards - The following standards shall apply to uses located within Block A Area 1 as shown on Sheet 3 of the plans:
a. For single-family attached and single-family detached units -- Front building facades shall face Proffit Road. No individual lot
driveways shall enter directly onto Proffit Road; driveways shall be rear -loaded and only enter onto "Road B". Front building
facades shall face Proffit Road.
b. For multi -family - off-street parking shall be relegated to the side or rear of buildings adjacent to Proffit Road and shall be
accessed from the internal road network. If a drop-off/pick-up area is proposed between multifamily buildings and Proffit Road, a
limited off-street parking area can be included to accommodate ADA accessible and guest spaces. This limited off-street parking
shall be screened by landscaping, permanent structures or other acceptable methods per Section 32.7.9 of the Albemarle
County Zoning Ordinance.
SDP 2020-00028
TAX MAP 32A, PARCEL 2-2
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE : 1 °=2000'
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IMAGE PROVIDED BY ALBEMARLE COUNTY GIS
SHEET INDEX (15 TOTAL)
C1 COVER
C2 EX. CONDITIONS
C3 SITE LAYOUT
C4 UTILITY PLAN
C5 GRADING PLAN
C6 LANDSCAPE PLAN
C7 LANDSCAPING & SITE DETAILS
C10 SITE DETAILS
C11 ACSA DETAILS
C12 SANITARY SEWER PROFILES
C13 STORM PROFILES
C14 BMP DETAILS
C15 RECREATION AREA
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
HIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST, 434,227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
UTTU T Imp>
Lic. 45I83
3
a
FINAL SITE DEVELOPMENT PLAN FOR
PROFFIT ROAD
TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
FILE NO.
COVER
19.029
C1
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CWH PROPERTIES LIMITED PARTNERSHIP
D.B. 2309-419
D.B. 1086-45 PLAT \\\\\ \ \
D.B. 718-388 PLAT \ \ \ \\ \\
D.B. 695-28 PLAT \ \ \ \ \ \ \
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SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC.
D.B. 1961-246, 250 PLAT
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CWH PROPERTIES LIMITED PARTNERSHIP
D.B. 2309-419
D.B. 726-273 PLAT
D.B. 594-467 PLAT
3 T.M. 32-30
THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE
o D.B. 4957-252 PLAT
D.B. 1125-111
D.B. 972-447 PLAT
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DAVID AND SUSAN HIETANEN FAMILY TRUST
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D.B. 699-675 PLAT
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DANIEL W. GRAY & LENORA GRAY
D.B. 1946-78
D.B. 683-590 PLAT
HIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST, 434,227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
U J
45I H3
j T Ilvf
L1c.
a
FINAL SITE DEVELOPMENT PLAN FOR
PROFFIT ROAD
TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
FILE NO.
19.029
EXISTING CONDITIONS
Mai
C2
DRAINAGE ESMT
MATCHLINE m MATCHLINE
\ THIS SHEE l THIS SHEET
\ i - 5000 SF WOODED "+
i � • � ♦ ACTIVE RECREATION \ v
i ♦ AREA <10% SLOPES
TW 508
NEW 0.30 AC SWM
BW 500 TW_512 FOREST/OPEN
1000 SF ACTIVE PASSIVE O BW< SPACE ESMT
1 RECREATION AREA TO
CO NNECT ACTIVE AREAS ♦"� I I / /
0 TW 506 TW 512 I
\ _Q 6 -500 BW 506
\ - � q F NEW 0.14 AC SWM
NEW SWM
NEW 0.30 AC SWM FACILITY ESMT g -- �q,� 27 F F q�2\ / FOREST/OPEN /
\ FOREST/OPEN Z 8 �T N S 2 SPACE ESMT
SPACE ESMT s7 ♦ TW 506 Mq ° lb),_ �RF °qo
NEW SWM FACILITY pp BW 500 20 9 94
ESMT ALONG BIL o TW 508 / 000/ pF S
BW 502 0
I
/ boo, 2500 SF 210 LF DISTURBANCE OF INTERMITTENT
MULCHED v
/ NEW 20' PUBLIC I TW 519 f TW 514 � , \ STREAM SUBJECT TO NATIONWIDE 18
NEW 20 ESMT I BW 515 6000 SE 'PTO ALOT' BW 508 \ NONREPORTING PERMIT CONDITIONS.DRA
/ ACTIVE RECREATION /
NEW 20' PUBLIC / / �� AREA <10% SLOPES / / r TW 508 J
TW 523
/ BW 502
DRAINAGE ESMT �� I m BW 518 ; TW 514
BW 508 INTERMITTENT
MATCHLINE MATCHLINE s� 524 / / STREAM BEGINS
�^ "ROAD ENDS" � 519 '' � , \ ,�
THIS SHEET ` N THIS SHEET MUTCD OM4-1 Q� �'�- 30 NEW SWM / BW 506 NEW 20' PUBLIC TW 508 AT THIS POINT
i' - �♦ 5000 SF WOODED \ ` / FACILITY ESMT / DRAINAGE ESMT /
ACTIVE RECREATION r" a \ �% \ /
♦ v TYPE 3 BARRICADE 6" B RM
/ ♦ AREA <10% SLOPES MUTCD FIG. 6F-7 /0x O 29 SOT (#57 STONE)
00 28 / \ / \ / / �� TYPE 3 BARRICADE
NEW SW FACILITY ®e �� \ o Apr <0 0 ?p p /\ -
o T
T 0
, NORTHWEST CORNER LAYOUT ., ESMT ALOCv-
OW o/ , L� �• � UR,r 2> �o � � � ° �; �TCD FIG. 6F 7
C3 SCALE: 1"=30' ��� ti TYPE 40L SOT
0" „PAVEMENT ENDS"
"NO PARKING" Ro� �` R?S R\ \\ 2S < MUTCD W8-3
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SOT / _' r 8' DOM. PWR. ESMT
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e i r 4OT Sl P SIG , , DRAINAGE ESMT
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+ : / MUTCD R8-3
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30' DOM. 10' DOM. 20' o Q / o 2p STREET
m
is PWR. ESMT PWR.
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EX. OH �� DEDICATION sq€� 8q€ -ASP EN \ / 6 l o r / � OT
TO REMAIN 48.p0' o R25.0' 8qf R25.0° .�.� / COT /�0�/ d ^° / 9
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1. SITE LAYOUT SHOWN PER ZMA 2019-00010 (APPROVAL PENDING).
2. SEE SHEET C15 FOR RECREATION AREA DETAIL.
3. LOTS 1-7 SHALL "FACE" PROFFIT ROAD. THESE LOTS CAN HAVE
PRIVATE LEAD WALKS CONNECTING TO PROFFIT RD PUBLIC SIDEWALK.
4. TRASH SHALL BE STORED IN TOTERS ON EACH LOT.
5. CLUSTER DIVISION REQUIRES 25% OPEN SPACE. FOR PHASE 1,
THIS IS ACHIEVED BY THE RESIDUE A & RESIDUE B
PROPOSED ROAD NAMES:
ROAD A: ZELKOVA DRIVE
ROAD B: CORNER OAK DRIVE
ROAD C: HALL OF OAKS LANE
ROAD D: FLAT BRANCH LANE
EN2. GINEERING LAND PLANNING PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
u m
Lic. . 45183
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OXIALkL
FINAL SITE DEVELOPMENT PLAN FOR
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NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
FILE NO.
REMAIN WO ,1-c,, r
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REMAIN�ON" T&T
19.029
MARKER
GRADING PLAN
30 0 30 60 90
Scale: 1 "=30' C 5
INTERIOR STREET TREE SCHEDULE
Plant
Min.
Total
Canopy
Total
Symbol
Planting Type
Botanical Name
Common Name
Caliper
Quantity
Height(ft)
in 10 Yrs
SF
Canopy
SF
•
Large Deciduous Tree
Fraxinus pennsylvanica & cvs.
Green Ash
1.5"
6
35
604
3624
;r
� f
N
Large Deciduous Tree
Quercus shumardii
Shumard Oak
1.5"
12
31
329
3948
Large Deciduous Tree
Quercus bicolor
Swamp White Oak
1.5"
16
31
299
4784
•
Large Deciduous Tree
Zelkova serrata "Village Green"
"Village Green" Zelkova
1.5"
16
31
452
7232
TOTAL:
50
TOTAL
SF:
19588
PROFFIT RD STREET TREE SCHEC
Plant Symbol
Planting Type
Botanical Name
Common Name
Calipe
•
Medium Deciduous Tree
Koelreuteria paniculata
Goldenraintree
1.5"
TOTAL
SHADE TREE SCHEDULE
Plant Symbol
Planting Type
Botanical Name
Common Name
Calipe
•
Large Deciduous Tree
Platanus occidentalis
American Planetree
1.5"
TOTAL
NOTES:
1. CONTRACTOR TO APPLY 4' DIAMETER OF 3" MULCH BEDDING MULCH BEDDING AROUND ALL PROPOSED TREES AND
ALL OTHER LANDSCAPED AREAS SHALL BE SODDED.
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEI,
TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
HEALTH OF THE PLANT.
3. CALIPER OF TREE MUST BE MEASURED 6" ABOVE THE GROUND WHEN PLANTED.
4. TREES WITHIN THE SIGHT DISTANCE EASEMENTS SHALL BE LIMBED UP TO 8' ABOVE THE GROUND.
5. ALL NEW PLANTING SHOWN ON THE PLAN WILL BE COMPLETED AFTER BUILDING AND ROAD CONSTRUCTION TO AVOIE
PLANTING DAMAGE.
6. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER.
7. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A
OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL
APPROVED LANDSCAPE PLAN.
8. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE (MARKED WITH AN "S") WILL NEED
MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND
AC'OKAKA 1nATF PFnFCTRIANC
LANDSCAPING NOTES:
TREE CANOPY REQUIREMENT (SEC 32.7.9.8):
20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS.
7.59 ACRES x 0.20 = 1.52 AC CANOPY REQUIRED
PROVIDED: 0.80 AC OF PRESERVED WOODED AREA.
WOODED AREA IS MOSTLY MATURE DECIDUOUS FOREST
BONUS CANOPY OF 25% (32.7.9.8—e-2): 0.50 X 1.25 = 0.63 AC
+15036 SF SHADE TREE CANOPY PROVIDED = 0.35 AC
+19588 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.45 AC
+4180 SF PROFFIT RD STREETSCAPE PROVIDED = 0.10 AC
TOTAL = 1.53 AC CANOPY PROVIDED
INTERIOR STREETSCAPE REQUIREMENT (SEC 32.7.9.5):
1 LARGE SHADE TREE PER 50' OF NEW ROAD FRONTAGE (ON BOTH SIDES OF ROAD):
LENGTH ALONG ROAD: 360 + 280 + 190 + 410 = 1240 LF
(1240 LF x 2) / 50 = 50 LARGE STREET TREES REQUIRED
50 LARGE STREET TREES PROVIDED
PROFFIT RD STREETSCAPE REQUIREMENT (SEC 32.7.9.5):
1 MEDIUM SHADE TREE PER 40' OF PROFFIT ROAD FRONTAGE:
LENGTH ALONG ROAD: 500 LF
500 / 40 = 12 MEDIUM STREET TREES REQUIRED
11 MEDIUM STREET TREES PROVIDED
LOW MAINTENANCE GROUND COVER:
SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.)
For slopes steeper than 3:1 grade, Mix the following seeds at 30 Ibs/acre each, along with
EC-2 Matting (Total application rate of 150 lb/acre):
Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoporium),
Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass
(Sorghastrum nutons).
ERING�-
CT MANAGEMENT
434,227.5140
JUSTIN@SHIMP-ENGINEERING.COM
Imp >
N 45183
DPW, �
ELOPMENT PLAN FOR
r ROAD
OMES
IUNTY, VIRGINIA
TY ORDER SET
OND SUBMIT.
FILE NO.
LANDSCAPE PLAN
19.029
40 0 40 80 120
Scale: 1 "=40'
SET TRUNK PLUMB, SEE
PLANS FOR EXACT LAYOUT
AND SPACING
ONE CENTRAL LEADER
(NO CODOMINANT LEADERS,
UNLESS SPECIFIED)
ARBOR TIES, OR EQUIV.
2"X2" SQ. OAK STAKES
SET 180 DEGREES APART
OUTSIDE ROOT PACKAGE
TOP OF ROOT BALL SHALL BE
2" ABOVE FINISHED GRADE
4" LAYER OF WOOD CHIPS. NO MORE
THAN 1" OF MULCH ON TOP OF
ROOT BALL.
ROUND -TOPPED SOIL BERM
4" HIGH X 8" WIDE ABOVE
ROOT BALL SURFACE SHALL
BE CONSTRUCTED AROUND
THE ROOT BALL. BERM
SHALL BEGIN AT ROOT
BALL PERIPHERY.
REMOVE BURLAP, STRING, AND
WIRE FROM TOP 2/3 OF ROOT BALL.
BOTTOM OF ROOT BALL
RESTS ON EXISTING OR
RECOMPACTED SOIL TO
PREVENT SETTLING
SLOPE AND ROUGHEN SIDES OF
LOOSENED SOIL.
545
540
535
530
525
5�04+00
CL
I
FINISHED GRADE
EXISTING GRADE
I
�3x ROOTBALL DIAMETER
1 ) TREE PLANTING DETAIL
C7 Not To Scale
SEE TREE PLANTING DETAIL
FOR STAKING
ROOT BALL MODIFIED AS
REQUIRED
ROUND -TOPPED SOIL
BERM 4" HIGH X 8" WIDE
ABOVE ROOT BALL SURFACE SHALL
BE CENTERED ON THE DOWNHILL
SIDE OF THE ROOT BALL FOR 240.
BERM SHALL BEGIN AT ROOT BALL
PERIPHERY.
4" LAYER OF MULCH, NO MORE THAN 1" OF
MULCH ON TOP OF ROOT BALL.
CL
i
i
ORIGINAL SLOPE SHOULD PASS
THROUGH THE POINT WHERE THE
TRUNK BASE MEETS SUBSTRATE/SOIL
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED. POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
LOOSENED SOIL. DIG AND TURN
THE SOIIL TO REDUCE THE
COMPACTION TO THE AREA AND
DEPTH SHOWN.
r SLOPE AND ROUGHEN SIDES OF
I LOOSENED SOIL.
�3x WIDEST DIMENSION OF ROOT BALL
ORIGINAL GRADE
EXISTING SOIL
TREE ON SLOPE �'Gzib 25% (4:1) to 50% (2:1
Not To Scale
PULL POTTING MIX AND ROOT MAT
APART TO DIRECT THE OUTER ROOTS
INTO THE ADJACENT SOIL. DO NOT
LEAVE CIRCLING ROOTS
NATIVE BACKFILL SOIL AMENDED
WITH 15% DECOMPOSED
ORGANIC COMPOST
SOIL SURFACE ROUGHENED
TO BIND NEW SOIL
PREPARE SUBSOIL TO
WITH MOUND TO
PREVENT SETTLING
2x ROOTBALL DIAMETER
SET TOP OF ROOT CROWN 2"
ABOVE FINISHED GRADE
3" DOUBLE -SHREDDED
HARDWOOD MULCH.
WATERING BERM
SHAPE SOIL SURFACE TO PROVIDE
T DIA. WATERING RING
FINISHED GRADE
TREE PIT DEPTH EQUALS ROOTBALL
DEPTH. MEASURE BEFORE DIGGING
1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS
ADJUSTING CONTACT LANDSCAPE ARCHITECT.
2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER
COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE
THE SOIL.
HEIGHT OF
HEIGHT OF
OBJECT=3.5'
HEIGHT OF
OBJECT=3.5'
G RIGHT
I
X. GRADE
390' SIGHT DISTANCE LOOKING
LEFT
— -
390' SIGH_
-
�EW GRADE
I
I
----
— — — —
— — — — —
— -
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13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 10+50 11+00
INTERSECTION SIGHT DISTANCE
Not To Scale
545
540
535
530
525
11+50 12+00 12+50 13+00 13+50 14+00
SHRUB PLANTING DETAIL
Not To Scale
EXISTING OR PROPOSED
SIDEWALK OR SIDEWALK SPACE
F
EXPANSION JOINT
%z WIDTH OF ENTRANCE
vI
EXPANSION JOINT
0
0..
W U
z �
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w
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W
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wi U
CURB INCLUDED IN
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ENTRANCE GUTTER
m
K r
F Z
Z w
Z /)10 W
r
FLOW LINE z
W
oW
x r EXPANSION JOINT ENTRANCE WIDTH
INIMUM 16'
p D ABSOLUTE MINIMUM 12'
3
EDGE OF PAVEMENT
HALF PLAN C
CG-98
WIDTH OF
ENTRANCE
LIMITS OF PED.
ACCESS ROUTE®
o
LIMITS OF PED.
ACCESS ROUTE
UNPAVED SPACE
NON -TRAVERSABLE
,I OPF
UNPAVED SPACE
PEDESTRIAN ACCESS ROUTE DETAIL
ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE M EXTEND BEYOND
EXISTING OR PROPOSED VDOT RIGHT -OF WAY.
2`0"J
�_
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® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
'
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT040000:0
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND
ED BY IF ACCESS ROUTE ADJACENT
SECTION F-F
TOBACK OFDCURB MNIMUM WIDTH SHOULDESTRIANS.
BE6'.
ilE IF PEDESTRIAN ACCESS ROUTES ® ARE BEING
PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH
2' 0"
IS REQUIRED WITH A MAX. 2% CROSS SLOPE.
�.==.1
WHEN USED IN CONJUNCTION WITH STANDARD
CG-3 OR CG-7, THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED TO MATCH THE
MOUNTABLE CURB CONFIGURATION.
000�o�o�o�
•o
PARABOLIC SECTION E-E
PAV
SIDEWALK
SPACE
CURVE
NORMAL GUTTER
®
® _ _ —
— — —
-----------
C•^
�. •b% C.
, o c. N• ° q
�04o
,
*0% TO 10% CHANGE
by
Qoo 040 ��
•
CLASS A3
(H.E.SJ CONC.
�•
6" AGGR. BASE TYPE I SIZE 218
• �. • , p•
5'-0"
® POINT OF GRADE CHANGE
• p. • �. • �.
12% MAX. SLOPE
FOR CURB AND GUTTER ONLY
11E
o0 090 • `: 0 0
•oo
FOR SIDEWALK CURB AND GUTTER
X x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
BUILT CONCURRENTLY
SECTION D-D
SECTION C-C
x x X 3 %MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
SPECIE ICAT ION
�V DOT
REFERENCE
STANDARD
ENTRANCE GUTTER
ROAD AND BRIDGE STANDARDS
(FOR USE WITH UNPAVED
SPACE BETWEEN CURB & SIDEWALK)
REVISION DATE
SHEET 1 OF 1
502
VIRGINIA DEPARTMENT OF TRANSPORTATION
01/13
203.02
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TREE CONSERVATION CHECKLIST
Not To Scale
HIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434,227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
I10r
u M
L1c. •. 45 1 83
4 3/
FINAL SITE DEVELOPMENT PLAN FOR
PROFFIT ROAD
TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
FILE NO.
LANDSCAPING &
SITE DETAILS
19.029
SHAPE TO ELEVATION
OF MID -POINT OF
LARGEST PIPE-
SLOPE
I
I
I
I
I
SLOPE TO DRAIN TO INVERT
OF OUTLET PPE
ECTION A -A
IF TREATMENT IN DROP INLETS
END -SECTION 12" - 60'' PIPE
-HUB EKES ON OUTLET END --SECTIONS
SPIGOT END ON INLET END-SECTIDN
X
I' - - E Iq. C( NC.RP-E IN rIF
LLL JJ CCNC PSI. MININ(FIA
PLAN
I
DIAMETER
C a OF PIPE
Ac.
BAR OR STEE
rA,Bac I
' HMi'1BCEMFFR
A 1
Ire D r� E
F.e-PAY LINE
�rTlnNl Y-x FNn VIEW
END SECTION DIMENSIONS
PIPE DIAMETER
A
B
C F
12"
4."
2'-0"
2'-0"
4Y1"
2'.. D"
2,.
I,_9.
4...1.
3,_Q"
g/„
3-T
2..6.,
6
A,.O„
1
a:. 1„
S.-..,
4..6..
30.,
1-0"
4'-6'
)'-7
V-I
33"
T-1/."
4'-10'
7,_3i ,.
7._,
51_6"
SG"
1'-3"
5`-S
2'-10
8,_1
5.-3,.
2,,_11,.
8,_2.,
2"
B.-2.'
1 7'-0"
54„
2._3,.
5'_T'
p,_gi
B'-2 4'
1 7'-G.,
60"
2'-11"
1 5'-C,.
3,_3„
B._3.,
®,_0-
ALTERNATE END -SECTION 12" 60" PIPE ES
HUB END- ON OUTLET END -SECTIONS
SPIGOT END ON INLET ENO -SECTION
off
XXy r
X
f
CONCRETE TO BE
-- - E
PSI
#000 PSI MINIMUM
PLAN
C � a
DIAMETER
OF' PIPE
SOp£
A
r
'SST EEL FABRIC REINF GRCEMENT
+
A
1
PAY tNE
ENO VIEW
SECTION X-X
END SECTION DIMENSIONS
PIPE DIAMETER
A
S
C
D
15"
6,:
2._3..
3'-10
6, I..
2,�
18"
y,.
2,_3..
3._�.
6..1,.
3..0„
2,,,,
B,.
2'-1,..
-2.,
6'.1,.
3.-5„
24"
10"
3' 7"
21.8.,
27"
10', s.
4,. D..,
2,.;;
6,.1 °1
30.'
1. ,D..
A• B..
1.-7. <.'
6'-1 d
5,_0.'
33"
4'-h7'..
5�_6;,
36
1 1'-3"
1 5'--3'
1 2'-1G ,
e_'-' a
54"
1 2'-3"
1 T-5
1 2--11"
B'-,,
7'-51
50
1 T-6"
1 5'-0"
3' 3"
8'-3•
8'-O"
, #5 BARS a 8" C-C TYP.
■
A
L_
A
B
L
STRUCTURE SIZE AND
WALL THICKNESS VARIES
:5
5r C C TYP.
T
T
PLAN
CLASS A3 CONCRETE ,
SECTION A -A
NOTES: SECTION B-B
1. THE STANDARD SAFETY SLAB (SL-1)IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS
JUNCT
ION ITIT ON BO S AR� DRAROP SHEETS WRNOHETHEIGFR'(S C�MRENAATER HANRI 12I FfiET RTHE SPA 1G OF
ADJACENT SAFETY SLABS SHALL BE 8' TO 12' WITH NO SAFETY SLAB L&ATED WITHIN 6 FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
MY INLET PIPE OF 30" DIAMETER OR GREATER.
2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS
PAY LINT AR
3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE AC STRUCTURE TO THE FOR FURTHER DETAILS
OTHER WHERE APPLICABLE. STEPS E TO BE STAGGERED ACCORDINGLY. • 5 BARS C 8" C-C TYP.
„ U NQTE5" 4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE
PIPE I.EMGTHS SHOWN ON PLANS ARE CLASS A3 (3000 PSI)' PRECAST CONCRETE IS TO BE A4 (4D00 PSD. REINFORCING
BASED ON ENH]SHOW ON DESIGN SHOWN STEEL TO BE IN ACCORDANCE WITH AASHTO M31.
ON THE LEFt, IF THE CONTRACTOR ELECTS- 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS
TO USE THE ALTERNATE DESIGN SHOWN CN LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WOTH BY
THE RIGHT. LENGTHS WILL BE REDUCED BY in^InNn1.
AGMs IIVIY o-o I, ,,, ,. ...
PLAN - -
METHOD OF TREATMENT IN MANHOLES TYPICAL PRECAST UNIT
SLOPE DETAIL
`V=r STANDARD METHOD OF SHAPING SPECIFICATION SPECIFICATION xv=r SPECIFICATION
REFERENCE REFERENCE FLARED END -SECTION FOR 12"-�60" CONCRETE PIPE CULVERTS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS,
ROAD PAO BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
SHEET , OF , REVISION DATE MANHOLE &INLET INVERTS MANHOLES AND JUNCTION BOXES
302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/C' SHEET 1 OF 1 REVISION DATE 302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 1D2 D 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION
CG-12 CG-12 WP-2
GENERAL NOTES:
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOLES.
2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOLES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHDALLY WITH RAW TYPE A
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQURED BARS. PERPENDICULAR
4, IF RAMP FLOOR S PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,MIN
8. REQUBOTTHRSDES OF TD BARS HE TO RAAPEFLOOR.HAD-DEPTH PLACED
OFICENTER TO RAP FLOOR.CENTER MNIMUMMONG t
CONCRETE COVER11MAX
-
S. CURB / CURB MID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE NCLU)ED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED.
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRbSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE
HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTN000S'�
UNOBSTRUCTED
ACCESSIBLE TEL�MENTS ABLE FIRM A FA�CLITYPTHAT�SCTiMµN ATH PR: CONNECTING D ETALL
IT D 1�
AND USED BY PEDESTRIANS. **
S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 21 MN AT T, 2" HIGHER THAN
THE CURB OPENING IS PLACED WITHIN THE LAIRS OF THE CROSSWALK AND EDGE 6F PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. AT VK ,SALE AS TOP OF CURB
9. TYP:0CMA��LW CONCRETE SD ALK IS 4" 's. /HEN. THH�EppKI��(6� "J, Rb. CANNOT TYPE C
TARRrICF'FIC,I, �REFERTTO ST DiRD CG 13 C TMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR
TRUCK IKAFFIC) FOR CONCRETE DEPTH.
10, WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
,.8" - 2.4" TRUNCATED DOLE
C-C 0 0
O O 0 0 0 0 0 0 0 0 0
O O O O O 0000
O O O O O O O
+ I
0 0 0 0 0 00 0 0 0 0 0 0 O,
0 0 0 0 0 00 0 0 0 0 0 0 02 0 0 0 0 0 0 0 0 0 0 0 0 0 050Y. - 65Y OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O Q O Q o 0 0 0 Q 0 0 0 0 0
0.9" - 1.4• VARIABLE
BASE DIAMETER 4' MINIMUM.
TRUNCATED DOME PAY LIMITS
DETAIL DETECTABLE WARNING
DETAIL
OF 4 @A]IOCE
CG-12 DETECTABLE WARNING SURFACE
GENERAL NOTES 02
VIRGINIA DEPARTMENT OF TRANSPORTATION
+5 DOWELS, 8" LONG A PERMISSIBLE
AT 12'. C-C -4� CONSTRUCTION
5' MIN. JOINT
1211 MAx I Z
12:1 MAX
B
RAAAP
(SEE TABLE) TRUNCATED DOMES
A SEE SHEET IOF 4 FOR DETAILS
5'-0" MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 '
20 :1II II 48
F 2'MIN.+ SECTION A -A
II II ERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1OF 4.
�= a
3C
(A
(n
W 4
U =
n n
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
TYPE B
PARALLEL APPLICATION
1 MAX, 5' IN
1�•r
17
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4„ CURB 6" CURB
A 4' SQUARE LANDING AREA
OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FOR
05$WA X PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA
0
4
6
1
5
7
2
5
8
3
6
9
4
8
12
5
10
15
6
14
15
NOTE:
THE REGUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
SKCMATO
CG-12 DETECTABLE WARNING SURFACE
105 TYPE B (PARALLEL) APPLICATION
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
PERMISSIBLE A
CONSTRUCTION #5 DOWELS. 8" LONG
JOINT- %01r'r-r.
E,
�I
B. 101
TRUNCATED DOMES
A SEE SHEET I OF 4 FOR DETAILS
TYPICAL DESIGN
4,_0„
BACK OF CURB 12'1 MAX • 48:1 MAX.
20: 1
SECTION A -A
2'MI
�I 4'MrN
N j
ERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
4 to t MAX)
10�1 MAX
NOTE! FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
ALTERATIONS
SEE SHEET 1 OF 4.
A 4' SQUARE LANDING
AREA OUTSIDE OF
Y TRAVELWAY SHALL
Y
BE PROVIDED WITHIN
THE D
�3
CROSSWALK AREA
N
YJ
Q
N
O
-K
t?
U
U (;
N
CROSSWALK LK x
C�
TYPICAL PLACEMENT OSSWAL1
AT INTERSECTION DIAGONAL VARIATION
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
WITHIN CROSSWALK
(WITH BUFFER STRIP)
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48'. WIDE)REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION,6 FEET FOR ALTERATIONS.
SHEET 2 OF 4
CG-12 DETECTABLE WARNING SURFACE
TYPE A (PERPENDICULAR) APPLICATION
5 2
NEW 7/05
VIRGINIA DEPARTMENT OF TRANSPORTATION
ant nts
A
I PERMISSIBLE CONST.
5' MIN. JOINT
L I
A --*-] TRUNCATED DOMES
SEE SHEET IOF 4 FOR DETAILS
TANGENT PLAN
STD. CG-2
011
BACK OF CUR 12 '1 48' 1 MAX-
20 '1 . .48:
SECTION A -A
NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE.
SEE SHEET 1OF 4.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
2
4
1
2
5
2
3
5
3
3
6
4
4
8
5
5
10
6
7
14
7
13
15
81
15
15
NOTE'
THE REQUIRED LENGTH OF A PARALLEL RAMP IS
LIMITED TO 15 FEET°REGARDLESS OF THE SLOPE.
a
3
N
O
II II
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND
SLOPES ARE AS NOTED.
1 :i M Yf
)K)K
2' M1N ' AT )K , 2" HIGHER THAN
_ `\ EDGE OF PAVE
LENT
AT )K* ,SAIAE AS TOP OF CURB
THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WARPED SURFACE.
CG-12 DETECTABLE WARNING SURFACE
REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION
D1-3A, 38, 3C
EXPANSION KEYED
FOR DETAILS OF INLET
EXPANSION JOINT 3'-10" FRAME & COVER Y JOINT COAST. BARS
T
.ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12"* EDGE OF EXISING PAVEMENT
CAS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
EXISTING SUBBASE PROPOSED SUBBASE
---------------------------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PROPOSED MINIMUM I'/Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
■ MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. .ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3, AMINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE-
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(al OF THE
SPECIFICATIONS.
ROAR M� BRIDGE STANDARDS
BR
SHEET 1 OF 1 REVISION DATE
303.02
�pRE
ASPHALT PAVEMENTWIDENING RE
FOR WIDENING SUBJECT TO TRAFFIC 315
VIRGINIA DEPARTMENT OF TRANSPORTATION
CG-7
NOTES'
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB &GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAD FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE
CURB AND GUTTER 5HALL BE CONSTRUCTED
PARALLEL TO THE SE-OPE OF SUBBASE
COURSES AND TO THE DEPTH OF THE
PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED
ON ROADWAY CLASSIFICATION AND DESIGN SPEED
AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
MANUAL.
S. WHEN THIS STANDARD IS TO BE TED INTO EXISTING
BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN
10' OR THE CHANGE IN STANDARDS MADE AT REGULAR
OPENINGS.
7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS
USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD
CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE
THE MOUNTABLE CURB CONFIGURATION INCORPORATED.
THIS AREA MAY BE CONCRETE AT
THE OPTION OF THE CONTRACTOR
SPECRCAIDN
RFFBENCE
502 k1l./I
BACK OF SIDEWALK JOIN GUTTER
SEE STANDARD IC-2. BAR G WARPS[
- BARS G 4" q 2" w �� GUTTEf
SHOWN TO BE ON PLAINS] I AS MAINLINE ROADWAY :SEE NOTE 31 T WHEN USED NOTES, - BARS C a N BAR SUBBASE
I„A 1�SIRff7 APPROACH SAME SURFACING GENERAL _ED IN CONJUNCTION WITH STANDARD CO-3 m 2" 6F-H6}6-I BARS B 0 r - 2� HARDWARE
(RADIUS TQ BE AS GR CG-7.THE CURB FACE GN THIS STANDARD IS TO � ARS F I aO a - - -
--------SHOWN ON PLANS) BE AD,XISTED TO MATCH THE MOUNTABLE CURB - I zIC
+ BARS F WEEPHOLE
it I
CO-2 DR CG-$ CONFIGURATION o0 1 // - O w
f SEE NOTE
I
2, SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE = e
51DEWALK USED WITH THIS STANDARD.
- - - - SIDEWALK I ..:
NOTE S) ¢ m o II II BAR F BAR A STEPS.'SE
OPTIONAL UNPAVED EO SPACE NOTE 5
3. MAINLINE PAVEMENT SHALL BD CDNSTRUCTOO TO THE iv II II BARS D FACE OF CURB
Pi FLOW LINE g" g••
- - - I - RI'W LINE (EXCEPT ANY SUBGRADE SHICH CAN
CUTTER
z a� -------Tw REQUIRED FOR MAINLINE PAVEMENT WHICH CAV BE CR CK CONTROL JOINT CRACK CONTROL JOINT 4._
JOINT N I I
EXPANSION OMITTED IN THE ENTRANCE.)
LL JOINT 6;MIN 2 D PLAN 3 D SECTION A -A
4. RADIAL CURB OR COMBINATION CURB AND GLITTER 'MIN
NOTE: WIDTH "B" 2'-0" OR AS c� MAINLINE ROADWAY 5HALL NOT BE CONSTRUCTED BEYOND THE R/W LINE 1 MAX. 10'MAX.
EXCEPT FOR REPLACEMENT PURPOSES. r--A KEYED CONST. JOINT
SHOWN ON TYPICAL SECTION A� L-VARIABLE - MAX. 20' 2 -� r 2 GLITTER
PLAN VIEW ENTRANCE NOTES I? G"�6„ N 2'_6 �B B' 3 G zQ 2" BARS A APPROACH
GUTTER
5. TURW THE ENTRANCE RANI: CANNOT IOC; HEAVY TE THE -
TURNING REQUIREMENTS OF ANTICIPATED HEAVY 'RUCK
MAINLINE ROADWAf SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS I - - - - - - - - - - - - - - - - - - - - - -
10'PARABOLIC CURVE (ENTRANCE ONLY] WITHIN THE LIMITS OF THE RADASHOULD BE 1 - -
INCREASED TO 7". (SEE CG-13) 0 °
EDGE. OF PAVEMENT OR 8 %MAX. O _
OPT FLOW LINE SLORrE CHt,^NNvE ® - -� 6. PLANS ARE 70 INDICATE WHEN CONSTRUCTION DF A FLOW BARS F BARS E LAB °
- D (SEE LINE IS REOUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS I *3" DIAMETER BARS E
MAINLINE HOAOWAY - - - - - - - - - z - NOTE 7) THE ENTRANCE. WEEP HOLE BARS B
FRONT ELEVATION BARS F 6 1'-8 6"
SLOPE XCHAiGE CONNECTIOMSED IN THE ALLOWABLE ENTRANCEGRADE- 8 SXI/q" BENT PLATE °-
X VAM 4 - 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES (GUTTER REMOVED) T
~ D TAljLE. D" ARE THESE VALUES ARE NOT APPLICABLE (0 STREET SECTION B-B
a
5'WN. 20' MINIMUM FOR _ .. N
COMMERCIAL ENFRANCE INTERSECTION NOTES
B. WHEN CC-11 IS USED FOR STREET CONNECTICO THE - I/4„ R I I
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH TYPE A NOSE DETAIL SHALL BE USED WITH CO-3 & CG-7 STANDARDS L2/i'x2/z"x/4"
CONSTRUCT GRADE CHANGES WITH A PARA$OLIG CURVE. AASHTO POLICY AND THE APPLICABLE F1EOL)I.aEMENTS - GALVANIZED
OF THE VDQT ROAD DESIGN MANUAL. INCLUDING STOPPING TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. � TYPE A TYPE B I/Z" X 4" STUD SHEAR CONNECTOR WELDED
SECTION A A SNGHT DISTANCE AND K VALUE REQUIREMENTS. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT TC-C.
9. OPTIONAL FLOWLINE VAY REQUIRE **PMNC OF A CONNECTORS AND IS TO BE ANCHORED WITH �yZ' X a" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C.
4' PORTION OF CUTTER TO PROVIDE POSITIVE DRAINAGE 2"
ACROSS THE INTERSECTION. ° APPR.PAVEMENT
- B DI-3A L DI-38 L DI-3C L WARPED PAVEMENT
ALLOWABLE ENTRANCE GRADE CHANGES I --I
CLASS A3
CONCRETE
SECTION C-C
--- - - - - - - -
-
_ I � FLOW FLOW FLOW , •_o � 1,-O„
JILI I 1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
N01E: AL.I.OWAJLE FNTRANCE (1nKDE "ABLE IS NOT FOR USE IN SAGS WITHOUT GUTTER
APPLICABLE TO STREET CGNNEC710tiS BOTH SIDES TO BE SYMMETRICAL
5PEC�F'•.CA110NT XVDOT SPECIFICATION SPECIFIC)
REFERENCE METHOD OF TREATMENT STANDARD CURB DROP INLET
REFERENCE REFERS:
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
12" - 30" PIPE; MAXIMUM DEPTH (H) - 8' 233 105
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION OATE SHEET 1 OF I SHEET 1 OF 2 REVISION DATE 502
562 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
VIRGINIA QEPARTMEN.T OF TRANSPORTATION 203 04 104.09
ENTRANCE VOLUME
-:.RADE CHANGE
"U°
D 5:RABLE
MAXIMUM
HIGH
1 MGRE THAN 1500 VPD
0 %
3 %
MEDIUM
1 500 150D 'VPD
53 x
6 X.
LOW
LE55 r•,NN 500 VPD
-61%
6x
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
2" R
2" � 1" R
D D D D D D
° - - - - - - - - - THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
7" 2'-0" MIN. DEPTH COURSES IS MAINTAINED
8" VDOT 21A Compacted
Stone Under Curb
COMBINATION 4" CURB & GUTTER ;osry"
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
CG-6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4-FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER,THE BOTTOM OF THE CURB
AND GUTTER P&L BE CONSTRUCTED PARALLEL
TO THE SLOP SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A R
OF THE VDOT ROAD DESIGN MANUAL.
,D I
6"
7„
n so sa ee so � >
_ _ _
- - - THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
8" VDOT 21A Compacted
Stone Under Curb
COMBINATION 6" CURB & GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
Albemarle Counts
As -built Road Plan Policy
As -built dr, vings ,shall be prepared frlr all public and pn%ute roadway consituction projects within Albemarle
County_ The followinla is a list of the mininTMin inform2tion required on the drawings- Additional information
may be requested_ The County, only revriews priTNTate read as -built plans. The county dales not reAew or
appro ve public road as-builts. For questions regarding* public roads. please cons -Lilt with XI)OT_
1. A signed and dated professional seal of the preparing engineer or surveyor.
2. The name and address of the firm and individxt<'Tl preparing the drawings on the title sheet
3. As -built ' must be labeled on the drawings -;%ith the date of preparation o'r revision.
4. The constructed location of all items associated With the road constnwTion must be sholNu. The items
include, but are not limited to the folloikmg:
a. HoAzontal Aligwment - Show and label measurement ems- and an interpreted line between
measurements- Shovel the as -)milt centerline over the design. centerline. Distinguish behiTen the design
elevation and as built by labels and line type. N'Sea5urements shall be at each station a5 a minimum and
at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway
within the right-of-waay or easement- Any portions outside the right-of-vii ay. or easement must be
corrected by plat or comstruetion_
b- Vertical jilignment - Sh(nT; and label me asLTreaNent paints, and an interpreted lime been
een
measurements. Show the as -built centertine over the design centerline. DisEnguuA between theta by
Labels and line type. �u4'rite the constructed vertical elevations adjacent to the design elevations_
Distinguish betTv'eeo the elevations by striking a single tine throargh the design elevation- IhTeasurements
sha11 tIe at each station as a innim11t91 m-d frequent enoito inteav z'tls to accuaalely ponmy the tts-biOt
centerline_ For alignments which deviate significantly from the design provide curvature and sight -
distances. Corrections may be required for altercations from the design alignment-
b. Edge of Pavement - Display the comtruuctTed edges tlfpavreauent and width measurements at every(
station_ or more frequently if necessary to accurately," portray the as built edges. Show the as -built edges
over flue design edges_ Show and label constructededge of pavement radii for all intersections and cul-
de-sacs- Edges for sidewalk as well as ramps aad ci.A cuts must be included.
c_ CuflT:lert}. Pis and Drainage Structures -Display the installed type of drainage structure.
culvert pipe size_ rt>aterial; inlets or end 'treatmmt(s), inlet and outlet protection_ alignment and invert
elevations compared to design_ For slopes flatter ffian design_ or inverts, shallower than de'sigiL prov'ide
computations veri&ing design standarlds_
d_ Ditch Lines - Display the constructed location of AU ditch lines- including typical section- direction of
flow- and lratags-
e_ Drainage Easements - Show all platted easements with dead book references labeled_ Drainage must
be vv7thm platted right -of uav or drainage easmients. Provide copies ofrecoi ded documents_
e_ Gum' -dyad - Display the constructed location of guardrail- incfudi g the guardrail t�W, length and
.applied end trearmeats, compared to design_
f. Bight of war an'd ,associated easements - Label deed book and page numbers for all dedicated ri2lnt-
of-ways. sight easements_ slope easements. etc_, and provide copies of recorded docum€an.
g. Pav°emeat Designs - Label the as -built pavemert and base on the design typical sections- Strike
throw any design elements which were not applied_ ][nspection reports are required for fill
compaetitll CBR's. and pavement applications_
h. Street Trees - if street trees are on the design pLan- provide design and as -built locations and species.
i. Signs - Show all installed signs and pavement markings. Include anypedestals or other features.
44 A ° 4" - 3,000 PSI CONCRETE
° 4 a
4" - VDOT #21A BASESTONE
O 0 C) C) C) 0 C) C O C)
II 1 1-1 1 1-1 I II I II I II I II 11= - COMPACTED SUBGRADE
ATYPICAL SIDEWALK SECTION
C10 / Not To Scale
L^]
2" OF SM-9.5A SUPERPAVE
6" - VDOT #21A BASESTONE
0000000000000000
II I II I II I II I II I II I II I II I II 11= - COMPACTED SUBGRADE
TYPICAL DRIVEWAY SECTION
C10 / Not To Scale
3' CLEAR ZONE
54.0' ROW
VDOT STD CG-6
CURB AND
GUTTER, TYP.
12.0' 12.0'
TRAVEL TRAVEL
5. 0' LANE LANE 6.0' 5. 0'
2.0%r26.00'
� - 2.0� 2.0�
2.0% 2.0%
LANDSCAPING
STRIP, TYP. 1.5" SM-9.5A ASPHALT
4.0" CLASS A3 CONC. 3.0" IM-19.0 ASPHALT
SIDEWALK (TYP.) 6.0" VDOT #21A
4.0" VDOT 21A (TYP.) COMPACTED SUBGRADE
NOTES: MINIMUM CBR=10
1. NO PARKING.
2. DESIGN SPEED = 25 MPH.
3. DESIGN STANDARD: GS-SSAR.
TYPICAL 24' ROW CROSS SECTION
Scale: 1"=1
3' CLEAR ZONE
54.0' ROW
VDOT STE CG-6
CURB AN
GUTTER, YP.
9.0' 10.0' 10.0'
PARKING TRAVEL TRAVEL
5. 0' 6.0' LANE LANE 6.0'5. 0'
2y0% 2.0% 2.0% 2.0� 2.071 2.0%
LANDSCAPING
STRIP, TYP.
1.5" SM-9.5A ASPHALT
4.0" CLASS A3 CONIC. 3.0" IM-19.0 ASPHALT
SIDEWALK (TYP.) 6.0" VDOT #21A
4.0" VDOT 21A (TYP.) COMPACTED SUBGRADE
NOTES: MINIMUM CBR=10
1. PARKING ON ONE SIDE OF STREET ONLY.
2. DESIGN SPEED = 25 MPH.
3. DESIGN STANDARD: GS-SSAR.
TYPICAL 29' ROW CROSS SECTION
Scale: 1"=1
APPROX. 40.0
ROW DEDICATION;r
CURRENT BLS\
'PROPOSED
BL
PAVEMENT
VDOT CG-6�
DESIGN BY
STD. CURB
h'
OTHERS
& GUTTER
MEDIUM
EX. EOP
6�
STREET
TREES
10' EX.
TRAVEL
11' FUTURE 10
2.5' ANDSCAPE
6'
TRAVEL LANE
SIDEWALK:
LANE
STRIP
4.0" CLASS A3 CONC.
SIDEWALK (TYP.)
NOTES:
4.0" VDOT 21A (TYP.)
1. FUTURE TURN LANE & DRAINAGE IMPROVEMENTS BY OTHERS.
2. POSTED SPEED
= 35 MPH.
� PROFFIT
RD ROW CROSS
SECTION
V. 9/06
2D,.D3 �10Scale: 1"=10'
HIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434,227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
FINAL SITE DEVELOPMENT PLAN FOR
PROFFIT ROAD
TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
FILE NO.
SITE DETAILS
19.029
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
V
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
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
8 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
UNSTA
SOIL
INITIAL BACKFILL 4,MI
8" 8"
MIN MIN• #68 STONE
LAR FILL AS �:'F:'...
ROVED BY ACSA %
� STABLE SOIL OR ROC
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
UNDISTURBED EARTH
2 - 3/4" DIA
ALL -THREAD
VALVE
18"
MIN
UNDISTURBED E
NTS
FIG. W-2
TD-2
ASTM A36 AND HEX NUT
ASTM A588 (TYP)
UNDISTURBED
/- solL (TYP)
�/ -WATER MAIN
77.7 CLASS A-3 CONCRETE
8" ELEVATION
SECTION
NOTE:
1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY.
2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS
LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
NTS
Fig. W-3c
TD-6
-'LA. _E - _,.L''. .`117EL :IT':E`L LT °A'ITH
' _.. rF'EF, E',C-":=�:1'ITED rLJE I`, REIw10TE FIE-
==# 4 1111E(':TEU 1 i+k:EF Lr --.T1 1 1/4) -E :11=:_E:,T
T= HI H: 41 DEI ARTME T IRP I, =L
FINIHE_ =A_''E
I - ADJUSTABLE TRAFFI R TEI
VALVE BOX W/ LIC
71 Li
z r..
[V
- - - - M-J. CATE AL'':'E
I
I �
I I
I I
I I
l VIA.TE' 11 LINE
,b, CONCRETE
BLOCK E E
THFZS'Z' 2'x 2' BEARING AREA.
-,; f
Y� a '
m -
NOTE IN REMuTE AREAS. VALVE 9fjxES SHALL EXTEND SIX (6) INCHES e. ; E '= ,i!E
TYPICAL GATE VALVE
NTS
FIC.. W-b
T_}-9
rJ�ll
FOR ALL BENDS
SECTION 1-1
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND 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
22 1 /2
2.00
1.50
2.25
2.00
2.60
2.52
0.15
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
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1 1.66
2.16
2.67
1 0.13
90
4.83
3.83
3.42
0.83
45
22 1 /2
3.33
2.33
3.58
2.58
2.95
2.86
0.43
0.24
3.83
4.00
2.83
0.52
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W-3
TD-3
BR,
DR
IF
BRICK
SOLID
RADE
ATE
I I.
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
4" DIAMETEH BRANCH
AND VALVE
'A,.ATE'- VA
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
TD-20
VARIES
LVE BOX
,DINT FITTINGS
-LI';E
(TYPE .,B„)
,J. F L.
TH E - . E LI' .
uC SLEEVE d L'LE a'
CAP
Iv LUBRICATE ALL TH E-._IS
THRUST BLOCK
� M:ETEr BOX (SEE FI : 'e'i-I)
VALVE B-C x -
N 0, 57 : T':' N E
Vi._i. FITTINQ--\. -�..
-2" ITE :b.,-,EO
TO D I , IF
RAGE ALL(,v%5
f. 'IE`=: FiIE': -z" BRASS I- E
TEr MAIN ANDvAL'IE THRE4I,E? TAR
'=E ZAME SIB
�_'LU G
DEAD END
(TYPE '"A" )
T` I-JI ='AL KOW-OFF ASSEMBLY
A,— .W-S
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
- 2' TO 10'
T18"-22"- - -- ----
E
�
Ii�V�IIIIIL
6" x 6"
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED OR 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
-- f-.OMPR.E•, SM r .,/A' MALE PIPE Ci1PPLIRG
OR APPROVE} E]HAL \\
SOFT C,7PPER
FOR 1_=E -TT HE I. LE F 'IL,
�E ILEr T1 L E -P E -L E-F-E ➢ +z.L
I- I -TI E I- E
L1`kl-R1` TEE
NOTE-
NO SWEATS, FlT8N5 �
DUAL SERVICE
1' COMPRE'5WON a -1/4' MI.LE I E !PUNQ
OR APPROVED EQUAL
I" TYPE 11'
SCFf COPPED+
F 3
HESTLSE uN EFMCHEI .EI E AP F4MIL1
RE51L'ETvT1AL SERVICE 4hiE�E AI; It:•II.; b. Pi:'°I
METER 15 U07 PRO'ADEI:.
- I'v. LE -,ERVI`E
TE
+ L H-LL -E ' :-Fj -I'E
KeAST IRON UD
FIHI7IED GRADE
-. u.ETER
ar,' MIN
+/9 PEN- U'.., g
l�y
-� �tt>RPntann�,nl STW
-•.'r;: Y �`'
-. ,- ,-6�Icl� os
NE'4E�3ART
SAND DR DUSTIOE
ANP'5ETTEN ...CFI _
WNNLN T}'IGL NE9S1
" f e --� 4" DAMETER DFAIN PE. '2'BRX
� F F LONC STGfiE POLNET 'SOT
- . z".. Y ":. 9-EC. 2Uh- N9 5 AGf72EGATE
... _ ... ....-. ...,a.: �•i•��ns
TYPICAL SERVICE
LATE_':AL I'\'TALLATION
NTS
FIC- 4-6A.
TO- 1 C1
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.
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
(4) 1" (25mm) DIA HOLES
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY,
ON 32 3/4" (834mm) DIA
BOLT CIRCLE. 2" (51 mm) LETTERS
BE CONNECTED USING A PIPE SADDLE.
VARIES
►-10'f-► 10'=
� o (RECESSED FLUSH)
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 1
PER FOOT
(1/4" )
_ 5 _ 10, _ 5'[25mm]
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
1 CLOSED
Q I /P� PICKHOLES
OF 3 FEET.
G
J
1 1/2'
SALT
TREATED
WATER SEWER
> [38mm]
FINISHED GROUND 2 x 4
MARKER
z
3 A
o p
� E
T
LOCATION OF OTHER UTILITIES
/4y
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
V
5z
r o 0
SEW
vfn
�-i
1 1 TT 1
(2) CORED
EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM
i
PICKBARS
PLUG END OF
WATER & SEWER 30' MINIMUM
p
MAIN LINE SECTION SERVICE LATERAL
m 1 1/8" (29mm) DIA BOSS
45'0'0"
■ SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS:
D 1 1 /2"
> 27 1 /2" DIA 1 mm]
[699mm]
m 26 1/4" DIA 177"
[ ]
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
((�� � [667mm] � 26° DIA 1 1/2"
90 [660mm] [38mm]
1 1/4" (6mm) DIA 3 1/8"
IN LINE WYE-TEE
90' TO THE RIGHT OF WAY:
w
`) 24" DIA NEOPRENE CASKET [79mm]
PLAN
O I [606mm] �I
VARIES
R
28 7/16" DIA 5/8"
[722mm] [16mm] 23" DIA
m [584mm]
SEWER SERVICE LATERAL CONNECTION
UTILITY LOCATIONS & EASEMENT WIDTHS
T 36" DIA 25" DIA
[914mm] [635mm]
FRAME SECTION O.D. OF GASKET GROOVE
N.T.S.
NTS
FIG. S-2
FIG, W-1
SECTION
TD-33
TD-1
SHIM
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
FINAL SITE DEVELOPMENT PLAN FOR
PROFFIT ROAD
TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
FILE NO.
ACSA DETAILS
19.029
1A 2A 3A 4A 5A
540 540
ro
535 53500
530 530
525DAILD 525
520520
515 515
510 510
505 505
500 500
495 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+0095
SAN. SEWER IA-5A
C112 SCALE: VERT. 1"=10' HORIZ. 1"=30'
550 550
545 545
540 540
535 535
530 530
525 525
-77 520 520CN
515 515
510 510
ILL
SHIMP
505 505
ENGINEERIN 32
500 500 LAND PLANNING - PROJECT MANAGEMENT
495 495 912 E. HIGH ST. 434.227.5140
4g CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
490 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 0
2 SAN. SEWER 2A-2D
C12 SCALE: VERT. 1"=10' HORIZ. 1"-30'
FRAME & COVER U >
(SEE FIG. S-I-D,E)
545 545 Lic 04, 45183
STREET SURFACE OR
NON -PAVED AREA w
SLOPED AREA z REMAINING BACKFILL SHALL
- NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY 540
36"MIN 540 `f(]
DIMENSION
1'-0" MAX 24"MI
2'-0" 3000 PSI CONC. BASE 8"MIN INTIAL BACKFILL*
EMBEDMENT (6" LIFTS) 535 535
* THOROUGHLY COMPACTED
BENCH SLOPED TO FLOW BY HAND OR APPROVED
RUBBER COATED STEEL CHANNEL 1/4" 1' MIN SPRING LINE /�� MECHANICAL TAMPER
STEPS CAST IN PLACE 3'-0" MIN a p yp OF PIPE U HAUNCHING 530 530
PRECAST REINFORCED p p NO. 68 STONE
.� >. — — BEDDING 6" maxTFINAL SITE DEVELOPMENT PLAN FOR
CONCRETE SECTIONS 12"" MIN 4" min
"0" RING SEALS d 16" MAX `�^� \
\� '� - BRANCH FOUNDATION (SHALL BE 525 525 PROFFIT ROAD
MINIMUM ELEVATION REQUIRED WHEN SOIL
DIFFERENCE ACROSS M.H. 5" 4'-0" 12 — I 1 CONDITIONS ARE UNSTABLE
FROM INLET TO OUTLET 5' 2 �� �� ALL PIPE)
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE VARIES o-520 520 TOW N H O M E S
FILLETS 2" Ln
CHANNEL TO BE ,� i. r p
CON DIAMETER OF NORTH
CONTRIBUTING =�-- NOTE 515 515
SEWER. d
A FILLETED INVERTLIR A SMOOTH a °� "g 12' 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE ALBEMARLE COUNTY, VIRGINIA
TRANSITION OF FLOW BETWEEN NOTE: BACKFILLED ENTIRELY WITH NO. 21A STONE.
FLEXIBLE CONNECTION
INLET & OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO 2• FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED SUBMISSION:
PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 510 10+00 10+50 11+00 11+50 12+0�10
NOTE : W/ NO. 68 STONE STONE SHALL BE PROVIDED' 2020.03.20
w BE CORED AND A FLEXIBLE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION BOOT BEDDING OF N0. 68 STONE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, o INSTALLED 3 SAN. SEWER 3A-3B REVISION:
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES. C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' 1) 2020.05.27 UTILITY ORDER SET
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT. TYPICAL MANHOLE PLAN 2)2020.06.03 SECOND SUBMIT.
TYPICAL SEWER PIPE
TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN INSTALLATION IN TRENCH
SHOWING BRANCH TIE-IN
NTS
N.T.S NTS
FIG. S-I-A FIG. S-I-B FIG. S-3
TD-25 TD-27 TD-34
FILE NO.
19.029
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15+00
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535
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12+00
12+50
520
515
510
505
500
495
490
485
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75
SHIM
ENGINEERING2.
LAND PLANNING -PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
FINAL SITE DEVELOPMENT PLAN FOR
PROFFIT ROAD
TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
13+0$ FILE NO.
19.029
STORM SEWER PROFILES
C131
SLOT DETAL
TTED FOR EASY
REMOVALI
A
ISOMETRIC
6�L
MIN, STEE6 ALUMLNUM OR STEEL
PLAN .08 INCH MIN, TT RIVETS OR BOLTS
ALUMNUIM PLATE 7 COMPATIBLE WITH POST
MATERIAL
U-TYPE ROLLED
H +St RAIL SEL POSTFT
DIAMETER AT 1.33TELd$J. OR Tm
- r4 ALDN-16 ALLOY 3' 0�..
bOS IFT R TB L85,lFT 'ter
;„ UNDERDRAIN OUTLET
MARKER DETAIL
SECTION A -A NOTFS1
I. TYPICA. ENDWALL TO BE PLACED AT THE ENDS OF ALL U NDERDRA➢N OUTLETS, BARRING LOCATIONS
WHERE UNDFRORAN IS IED INTO OTHER DRANACF STRUCTURES. ENDWALL TO BE INSTALLED
PERPVNOICNLAR TO ROADWAY AND FLUSH WITH THE SLOPE.
PIPE LC.
ADPE
DIMENSIONS
CLASS A3
^ONCREFf
2. OUTLET PIPES SHALL BE RIGID NONPERFORAIED, SMOOTH BORE PIPE, METING THE REQUIREMENTS
OF 70 PSITESTED ACCORDING TO ASTM 24t2,
L I{
CLBIC YARDS
3. STEEL MESH LFLATTHALL SHALL HAVE OF M2PR0Y I T' AND WEIGH APPRn%_
DOPENINGS
0.82EXPANCEOLBS. A T
LBS. PER A I FT. MESH SHALL ABOVE THE 0, GALVANIZED IN ACCORDANCE A ASTM AFOR THE MESH
SMALL OF S ABOVE THE ON Of THE PIPE, AND IS A BARRIER FOR RODENTS, ETC,
SHALL EXTEND A THE
THE SLOT THE STEEL MESH 15 TO BE CONSTRUCTED 5O THAT THE MESH CAMBE REMOVED FOR
4„
a.t
2._-1
,,_2
G.17
4"
41
4 5'
1!
D-29
6'
2 �
E 'P/
1 F,
0.2*�
PUR
CLEANOUT PURPOSES.
5, STEEL POSTS AND PLATES TO BE PANTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND
BRIDGE $RECHFICATIQ945, IF PANTEQ THE FINAL COAT SHALL BE NO,,.? ALL"NUM PAINT OR
NO. 1t WHITE PAINT.
B. MARXER TD BE PLACED AT OUTLET END OF ALL UNDERDRAIN INSTALLATIONS BARRING LOCATIONS
WHERE IJNDERORAN IS TED INTO OTHER DRAINAGE STRUCTURES.
7. MARKER WILL BE PASD FOR IN ACCQRDANSL WITH SECTION SM OF Th[ ROAD AND BRIDGE
SPECIFICATIONS.
sFLm,r,.AtNx
STANDARD ENDWALL FOR PIPE UNDERDRAIN `2. I"
233
VIRGINIA DEPARTMENT OF iRANSPORTATIDN 302
50:1
5 STANDARD EW-12 DETAIL
C14 Not To Scale
PIPE OUTLET CONDITIONS
0
AKLA WIIH NU ULI-INLU
CHANNEL
L a
0% , I
I III �I� d
SECTION A -A
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
L
3do (MIN.)
'IPE OUTLET TO WELL
)EFINED CHANNEL
Quo
3Do
d5o
depth
Outlet
La (ft)
Do (ft)
(Cfs)
(ft)
(in)
(in)
Condition
E1
3.84
13.0
2.00
6.00
6.0
9.0
Channel
F1
25.75
20.0
3.00
9.00
9.0
12.0
Channel
OUTLET PROTECTION TABLE (OP
Not To Scale
PROPOSEDLAYOUT NOTES
114 STORMTECH MC-4500 CHAMBERS MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE.
(n
16 STORMTECH MC-4500 END CAPS DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND
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12 STONE ABOVE (in) COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD.
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60 STONE BELOW (in) ACHIEVED
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40 % STONE VOID REQUIREMENTS ARE MET.
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INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE
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29177 ABOVE ELEV. 499.25 DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE
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5378 SYSTEM AREA (ft2) INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED.
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• THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE RETAINING WALL AND CONSIDER EFFECTS OF
308 SYSTEM PERIMETER (ft)
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POSSIBLE SATURATED SOILS ON THE RETAINING WALL'S INTEGRITY.
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THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE BUILDING/STRUCTURE. NO FOUNDATION LOADS
PROPOSED ELEVATIONS
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SHALL BE TRANSMITTED TO THE CHAMBERS. THE SITE DESIGN ENGINEER MUST CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS
519.25 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) ACHHIEVED
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ON BEARING CAPACITY OF SOILS AND SEEPAGE INTO BASEMENTS.
510.75 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)
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510.25 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)
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510.25 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)
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509.25 TOP OF STONE
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508.25 TOP OF MC-4500 CHAMBER
505.70 18" TOP MANIFOLD / CONNECTION INVERT
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505.17 24" TOP MANIFOLD INVERT
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503.44 24" ISOLATOR ROW CONNECTION INVERT 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN
503.44 24' BOTTOM MANIFOLD INVERT (SIZE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE)
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503.25 BOTTOM OF MC-4500 CHAMBER
499.26 UNDERDRAIN INVERT 1 REV: 498.501 24" X 24" ADS N-12 BOTTOM MANIFOLD
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498.25 BOTTOM OF STONE 24" PREFABRICATED END CAP, PART# MC45001EPP24TW MAXIMUM OUTLET FLOW 7.0 CFS
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TYP OF ALL MC-4500 24" TOP CONNECTIONS INVERT 2.26" ABOVE CHAMBER BASE
(SEE NOTES)
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TIER 1 DEEP_ COVER SPECIAL PROVISIONS 24" X 24" ADS N-12 TOP MANIFOLD
1. INSTALLATION REQUIREMENTS SHALL BE AS SPECIFIED IN THE INVERT 23.05" ABOVE CHAMBER BASE 4�
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STORMTECH DESIGN MANUALS AND CONSTRUCTION GUIDES (SEE NOTES)
EXCEPT AS MODIFIED IN THESE SPECIAL PROVISIONS
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PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD
"TABLE �1
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2. ATTENTION IS CALLED TO 18' X 18" ADS N 12 TOP CONNECTION
1 - ACCEPTABLE FILL MATERIALS" MAXIMUM INLET FLOW 19.0 CFS
_
IN THE STORMTECH CONSTRUCTION GUIDE AND ALL OTHER _ INVERT 29.36" ABOVE CHAMBER BASE
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
"ACCEPTABLE
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APPEARANCES OF THE FILL MATERIALS TABLE. FOR (SEE NOTES)
AREAS OF THE SYSTEM WITH COVER ABOVE 7 FEET (2.1 m) FOR I
24" PREFABRICATED END CAP, PART# MC45001EPP24BW PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD
THE MC-4500 AND ABOVE 8 FEET (2.4 m) FOR THE MC-3500,
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EMBEDMENT STONE SHALL BE COMPACTED WITH 3 PASSES OF A TYP OF ALL MC-4500 24" BOTTOM CONNECTIONS AND (DESIGN BY ENGINEER /PROVIDED BY OTHERS)
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WALK BEHIND VIBRATORY PLATE COMPACTOR OR JUMPING JACK IN
ISOLATOR ROWS
12" (300 mm) LIFTS.
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3. STONE SHALL HAVE RELATIVELY FLAT SIDES AND SHARP EDGES
(ANGULAR) OR RELATIVELY FLAT SIDES AND ROUNDED EDGES AND
SHALL CONTAIN LESS THAN 20% FLAT OR ELONGATED PARTICLES.
INSPECTION PORT (TYP 2 PLACES)
FLAT OR ELONGATED STONE IS UNACCEPTABLE. FOR
DESCRIPTIONS OF ANGULARITY SEE ASTM D2488 "STANDARD
PRACTICE FOR DESCRIPTION AND IDENTIFICATION OF
SOILS (VISUAL -MANUAL PROCEDURE)".
ISOLATOR ROW
4. STONE SHALL BE HARD AND DURABLE, IT IS THE ENGINEER'S OR
(SEE DETAIL / TYP 2 PLACES)
CONTRACTOR'S RESPONSIBILITY TO SELECT HARD AND DURABLE
"
STONE. STORMTECH CONSIDERS AN LA ABRASION VALUE OF LESS
-
THAN OR EQUAL TO 30 TO BE HARD STONE.
5. FOUNDATION STONE SHALL BE MECHANICALLY COMPACTED WITH
A VIBRATORY ROLLER OR VIBRATORY PLATE IN 6" (152 mm) LIFTS.
6. EMBEDMENT STONE MUST BE DUMPED IN PLACE BY A STONE
-
SHOOTER OR CONVEYOR OR EXCAVATOR.
7. INSPECTION DURING THE INSTALLATION BY THE ENGINEER,
OWNER REPRESENTATIVE IS RECOMMENDED. THE
PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD
OR OTHER
INSPECTION SHALL INCLUDE OBSERVATIONS OF THE CHAMBER
MAXIMUM INLET FLOW 16.5 CFS
SYMMETRY DURING BACKFILLING TO ENSURE THE CONTRACTOR'S
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
METHODS ARE NOT CAUSING UNACCEPTABLE DISTORTION OF THE
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CHAMBERS.
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8. AN ADS FIELD TECHNICIAN WILL CONDUCT A PRE -CONSTRUCTION
MEETING TO TRAIN REPRESENTATIVES OF THOSE RESPONSIBLE
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FOR CONSTRUCTING THE SYSTEM AND THOSE CONDUCTING THE
PLACE MINIMUM 17.5 OF ADS
MANDATORY INSPECTIONS OF THE INSTALLATION.
18" X 18" ADS N-12 TOP MANIFOLD
GEOSYNTHETICS 315WTM WOVEN
INVERT 29.36" ABOVE CHAMBER BASE
(SEE NOTES)
18" PREFABRICATED END CAP, PART# MC45001EPP18TW
TYP OF ALL MC-4500 18" TOP CONNECTIONS
GEOTEXTILE OVER BEDDING STONE AND
UNDERNEATH CHAMBER FEET FOR
SCOUR PROTECTION AT ALL CHAMBER
INLET ROWS
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480
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WEIR E3
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WEIR E3
TOP=507.70
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BEFORE WEIR
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CONCRETE
WEIR E3
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WEIR E3 DETAILS
SCALE: VERT: 1"=10' HORIZ: 1"=20'
HIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434,227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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ATOR ROW / ' `� BW 508
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�� \ FINAL SITE DEVELOPMENT PLAN FOR
- / �� - � � �
is ATOR ROW PROFFIT ROAD
1 = 503.25 TOWNHOME
I
- z NORTH
O
INV=505.17 / / ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
I�
L \
80
\ _ REVISION.
\/ 1) 2020.05.27 UTILITY ORDER SET
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2) 2020.06.03 SECOND SUBMIT.
\ / 40'
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18 61, C VC
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22 ,.....
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20 19.029
4] 76
BMP DETAILS
10 0 10 20 30
4 STORMTECH BMP PLAN r-1 d
^A A Cl/TATTI. 4" C)11' Scale: 1"=10'
\ \ V
T.M. 32-20A3
PROPERTIES LIMITED PARTNERSHIP
D.B. 2309-419
D.B. 1086-45 PLAT
D.B. 716-386 PLAT
D.B. 595-28 PLAT
I1 \
I�
I l l l
i
\ 1000 SF ACTIVE PASSIVE
RECREATION AREA TO O O
CONNECT ACTIVE AREAS
4' ', CLASS � B TYPE 1 MULCHED NATURt A 4
TRAIL TO ,LOWER RECREA IONAL,P;REA
/ TREATED TIMBE
1z' TO CONTAIN M
d 4 SEAT S�00,
SWING �\
d _ 30'z33'
e
I 0 SF .
Y
F AREA
d 16
�0 _ 2500 SF �.
I
ATE
MULCHED AREA I14 6000 SF "TOT LOT"
-_.
14'x14' ACTIVE RECREATION
TOT LOT FENCE AREA <10% SLOPES
-- CLIMB
10'x1
- ♦ (6) 6„
- ISERS W.
ND dL `/ Q (3) BENCHE
GAT 2Q �8
NOTES:
1. RECREATIONAL EQUIPMENT AND FACILITIES SHALL BE
MAINTAINED IN A SAFE CONDITION AND REPLACED AS
NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY
OF THE PROPERTY OWNER IF RENTAL UNITS OR A
HOMEOWNERS' ASSOCIATION IF SALE UNITS.
2. RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN
50 PERCENT OF THE UNITS HAVE RECEIVED CERTIFICATES
OF OCCUPANCY.
SHIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST, 434,227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
JTJ T lump >
LIC. 45183
1.0
r
a
FINAL SITE DEVELOPMENT PLAN FOR
PROFFIT ROAD
TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
FILE NO.
19.029
RECREATION AREA
20 0 20 40 60
Scale: 1 "=20' C15-