HomeMy WebLinkAboutSDP202000028 Plan - Revision Final Site Plan and Comps. 2020-10-08LEGEND
EXISTING
NEW DESCRIPTION
BOUNDARIES
BENCHMARK
- - - - -
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
VACATED PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
ACCESS EASEMENT
SITE TEXT
NOTES
10
10
PARKING COUNT
1.00, ---I
DIMENSION
ELEVATION
-- -- -
GRADING EASEMENT
- -
310- - -
10
INDEX CONTOUR
---
31
12
INTERVAL CONTOUR
311
.5 x
5781X
SPOT ELEVATION
31 1.5
TC x
5781X`
TOP OF CURB ELEVATION
311.5
TW x
5781X
TOP OF WALL ELEVATION
311.5
BW x
5787XB'
BOTTOM OF WALL ELEVATION
SITE OBJECTS
'Cr
1,
RD o RD
q Oq
0
G
MA
0
FHA
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
GRASS
EC-3 MATTING
EC-2 MATTING
WETLAND
TREELINE
FENCE
STREAM
UTILITY
UTILITY EASEMENT
UTILITY POLE
LIGHT POLE
OVERHEAD UTILITY
SANITARY & SEWER
STORM SEWER
ROOF DRAIN
DRAIN INLET
DRAINAGE EASEMENT
SWIM FOREST/
OPEN SPACE EASEMENT
SANITARY SEWER W. LATERAL
SANITARY MANHOLE
SANITARY EASEMENT
WATER
WATER LINE W. SERVICE
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 ZMA201900010 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 unless the building shares a common wall.
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
SDP 2020-00028
EXISTING USE
Single Family Residential
PROPOSED USE
R15 Cluster Development with
54 New t3 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 97.1%
Total= 330,701 SF (7.59 ac.)
PROPOSED Area %
Building 46,560 SF 14.1%
Pavement 53,749 SF 16.3%
Sidewalk 15,276 SF 4.5%
Tot. Impervious 115,585 SF 34.9%
Open space 215,116 SF 65.1%
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.
15. Pursuant to Proffer #2 of the approved ZMA, a left turn lane may be warranted with any future buildout of the subject property.
ITE TRIP GENERATION
AM
PM
Daily
Use Description
ITE
Units
in
Total
in
out
Total
AADT
Multifamily Housing
(Low -Rise)
220
80
13
E33
46
32
1
22
54
564
Total
46
54
564
Trip generation reflects AM and PM peak hour traffic. Includes all Trips from future max. 80 unit buildout.
TM P 032AO-02-00-00200
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE : 1"=2000'
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41.
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SHEET INDEX (16 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
832
832 83i
833
L
IMAGE PROVIDED BY ALBEMARLE COUNTY GIS
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 Transportafion
Date
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 4X227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
'o. 46183
lthAfAi
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.
5) 2020.10.08
FILE NO.
COVER
19.029
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912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
14
®��`���®lWAL y�
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.
5) 2020.10.08
TO
POLE TC / I PIPE
A- 30. P REMA�ni� Y FOUND \
D R C /
T=�600 ArPrrvE EA—_--- — — — — — — — — -° ^ \' _"acuv
533.3 FILE NO.
- iui0"4q,.W JOB. 10 a MARKER
19.029
- - - EXISTING CONDITIONS
40 0 40 80 120 Scale: 1"=40' Cn
DRAINAGE ESMT
\ MATCHLINE MATCHLINE
A\ THIS SHEET, THIS SHEET
5000 SF WOODED
f• �•�'V PASSIVE RECREATION
AREA <10% SLOPES /
TW 508 \
BW 500 TW 512 NEW 0.30 AC SWM
\ FOREST/OPEC _
/\f 1000 SF PASSIVE � gN� •�
1 SPACE ESMT
RECREATION AREA TO \/
/ CONNECT ACTIVE AREAS
TW 506 TW 512 -1 3 R<c
NEW 0.30 AC S - -`G BN 500 BW 506
< NEW SWM - /qM'AX �C F 3 / NEW 0.14 AC SWM
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- FOREST/OPEN S 1 Z (9T 2
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/ - 1 NEW SWIM ESMT LONG FACILITY
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2079 00(0,0R F
BW 502 O� <
/ oo. 2500 SF 210 LF DISTURBANCE OF INTERMITTENT / / ' Q
/ - T 519 MULCHED w 514 -� STREAM SUBJECT TO NATIONWIDE 18
/ NEW 20' PUBLIC AREA BW 508 > . �r
DRAINAGE ESMT 1 — \ BW �5151 ACTT SF TOT LOT° f NONREPORTING PERMIT CONDITIONS. / / �o
4L ACTIVE RECREATION
1 AREA <10% SLOPES ^' TW 508 J
NEW 20' PUBLIC / _ " / / BW 502
DRAINAGE ESMT / 1 ?.3 \,
18 / �, _ TW 514 /
�T� \ BW 508 INTERMITTENT
�: MATCHLINE `� ' T '% / / STREAM BEGINS MATCHLINE - m "ROAD ENDS" \
TW 508
THIS SHEET N THIS SHEET MUTCD OM4-1 �,® �' <. 30 NEW SWM \ / BW 506 AT THIS POINT
i 5000 SF WOODED -� \ / • ,\ FACILITY ESMT T NEW 20' PUBLIC
PASSIVE RECREATION -ram" -�. 'vT DRAINAGE ESMT /
!,i \ A�EA E RE SLOPES v - TYPE 3 BARRICADE \ 2g / / 6" B RM /
/ \ MUTCD FIG. 6F-7 7,x (OT#57 STONE
' pp ~ 28 / \ \ \ TYPE 3 BARRICADE /
NORTHWEST CORNER LAYOUT NEW �W `AGILI Y o ` ?°
ESMT ALO OW oov e \21T 00• MUTCD FIG. 6F-7 /
C3 SCALE: 1"=30' `\`�ti TYPE c �, ��� 26T
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NOTES:
1. SITE LAYOUT SHOWN PER ZMA 2019-00010 (APPROVED 09/16/2020).
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
6. EXCEPT FOR UNITS ON LOTS 1-7, SINGLE—FAMILY ATTACHED UNITS
SHALL HAVE FRONT —LOADING GARAGES THAT ARE SETBACK A MINIMUM
OF 3 FEET FROM THE FRONT BUILDING FAQADE OR FRONT PORCH.
PROPOSED ROAD NAMES:
ROAD A: ZELKOVA DRIVE
ROAD B: CORNER OAK DRIVE
ROAD C: HALL OF OAKS LANE
ROAD D: FLAT BRANCH LANE
SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
NLTH
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N . 6193
I ��R O 4 1
/VWAi
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.
5) 2020.10.08
FILE NO.
SITE LAYOUT
30 0 30 60 90
Scale: 1 "=30'
C3
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THIS SHEET E1 RIP -RAP OVER THIS SHEET
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2020.03.20
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Ex.POLEh =fir I`^ �avu` `:,...: ��� /„... 13 i MbPE
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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.
5) 2020.10.08
FILE NO.
19.029
GRADING PLAN
C5
INTERIOR STREET TREE SCHEDULE
Plant
Symbol
Planting Type
Botanical Name
Common Name
Min.
Caliper
Quantity
Total
Height(ft)
in 10 Yrs
Canopy
SF
Total
Canopy
SF
Large Deciduous Tree
Fraxinus pennsylvanica & cvs.
Green Ash
1.5"
6
35
604
3624
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 SCHE[
Plant Symbol
Planting Type
Botanical Name
Common Name
Calipe
•
Medium Deciduous Tree
Koelreuteria paniculata
Goldenraintree
1.5"
TOTAI
SHADE TREE SCHEDULE
Plant Symbol
Planting Type
Botanical Name
Common Name
Calipe
Large Deciduous Tree
Platanus occidentalis
American Planetree
1.5"
TOTAI
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 AVOI1
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 NEEC
MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND
Anr'.nhAkAnI)ATF 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 = 0.625 AC
+15036 SF SHADE TREE CANOPY PROVIDED = 0,345 AC
+19588 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.45 AC
+4560 SF PROFFIT RD STREETSCAPE PROVIDED = 0.105 AC
TOTAL = 1.525 AG 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
12 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
(Sorghostrum nutons).
MP
ERING�
CT MANAGEMENT
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
LTH
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J M. S MP a
Iv . � 193
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5XV,
ELOPMENT PLAN FOR
r ROAD
OMES
UNTY, VIRGINIA
TY ORDER SET
DND SUBMIT.
Df LVLV. IV.UB
FILE NO.
LANDSCAPE PLAN
19.029
40 0 40 80 120
Scale: 1 "=40'
C6
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 1\ \
RESTS ON EXISTING OR \`
RECOMPACTED SOIL TO
PREVENT SETTLING "" FINISHED GRADE
EXISTING GRADE
SLOPE AND ROUGHEN SIDES OF
LOOSENED SOIL. I 1,
545
540
535
530
525
3X ROOTBALL DIAMETER
1 )TREE PLANTING DETAIL
C7 Not To Scale
L
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" LAVER OF MULCH. NO MORE THAN 1" OF
MULCH ON TOP OF ROOT BALL.
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
LOOSENED SOIL
ORIGINAL GRADE
EXISTING SOIL
�3X WIDEST DIMENSION OF ROOT BALL►
TREE ON SLOPE C 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
-.
EIGHT -OF
OBJEcC�5' -
-
X. GRADE
HEIGHT OF
OBJECT=3.5'-
-BHT nISTpNLODKI-
G-L�T
-
CEM RIGHT--
- -
380'-
EW GRADE
-------------------
_
I _
1- - - - - - - - - -
- - - - - - - �
.=IIELEVATION
FROM ALB
FIELD VERI
ALONG THIS AREA TAKEN.
MARLE COUNTY CIS. TO BE
IED.
-
- -
-
-
52104 1
+00
13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 10+50 11+00
4 )INTERSECTION SIGHT DISTANCE
C7 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
CC-9B
C
107
OF
ENTRWIDTH
ANCE 11
I/ WIDTH OF ENTRANCE
01
LIMITS OF PED.
LIMITS OF PED.
ACCESS ROUTE ® o
ACCESS ROUTE
EXISTING
OR PROPOSED EXPANSION JOINT
5
NON -TRAVERSABLE -'
SIDEWPLK
OR SIDEWALK SPACE
O
UNPAVED SPACE q1OPF
UNPAVED SPACE
,
2.- 0" �
w
PEDESTRIAN ACCESS ROUTE DETAIL
z g
EXPANSION JOINT
w
E E
wADDITIONALRIGHT-OF-WAY
vl
IRED IF THE LIMITS
IS RE [RED
OF PEDESTRIAN ACCESS ROUTE INN EXTEND BEYOND
a w
EXISTING OR PROPOSED VDOT RIGHT -OF WAY.
��-��--.{
.
CURB INCLUDED IN
u
I
? ENTRANCE GUTTER
rc
>.
a
rc W
•
. e. . n.
jN
Q
w
p
® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
o
FLOW LINE
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
tie oY oo qYa b
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
o
wo
FACILITY THAT CAN BE APPROACHED, ENTERED AND
u
ENTRANCE
USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT
SECTION F-F
i�
EXPANSION JOINT MINIMUM i6'
DESIRABLABSOLUTE
TO BACK OF CURB.MINIMUM WIDTH SHOULD BE 6'.
MINIMUM IT
Mt IF PEDESTRIAN ACCESS ROUTES fIM ARE BEING
PROVIDED,A 4'TRA. RS LE WIDTH
PROVIDED, A MINIMUM 4'
,,, ,•„
EDGE OF PAVEMENT
IS WITH A MAX. 2Z CROSS SLOPE.
'ICI
• e.
HALF PLAN
WHEN USED IN CONJUNCTION WITH STANDARD
, p . p, e
CG-3 OR CG-],THE CURB FACE ON THIS
•
STANDARD IS TO BE ADJUSTED TO MATCH THE
MOUNTABLE CURB CONFIGURATION.
oo o�000
PCURVE IC
SECTION E-E
L Iy�PAV Q� SIDEWALK N
_ SPAICE SPACE---
CURVE
NORMAL GUTTER
®
•c®-e.-.�
V ' �' 'bo.
®----_-_-_- * x p- 3..
xx
p, • e. '
o•aY'4o9 o9
410% TO
10% CHANCE
e.
�e4
eQ4 oY"�n4ot'o4v4 o4 CLASS
A3 (H.E.S.I CONC.
•
6" ACCR. BASE TYPE I SIZE 21B
e. • ?. , e,
5'-o.
® POINT OF GRADE CHANGE
e. • �. • I:.
12X MAX. SLOPE 5'-0"
•
FOR CURB AND GUTTER ONLY It
Yo :o:eY eYo
FOR SIDEWALK CURB AND GUTTER x x
12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
BUILT CONCURRENTLY
SECTION D-D
x' x
3 X MAXIMUM DECREASE IN SLOPE FOR FIRST NJO
SECTION C-C
UM 10' INTERVALS
B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 70' INTERVALS
SPECIFICATION
`�I0T
REFERENCE
STANDARD ENTRANCE
GUTTER
ROAD AND
BRIDGE STANDARDS
(FOR USE WITH UNPAVED SPACE BETWEEN CURB St SIDEWALK)
REVISION DATE
1 SHEET 1 OF 1
502
VIRGINIA DEPARTMENT OF TRANSPORTATION
01113
203.02
( uMntlor Albeniarls
Cnn4ervatinn Plan (lierkho - Ls he placed ors I andvrspr Plans
IRMndtMNv\, pit 111.2114-111.247 rnr ri mnirer vperliirstinml
t II Rt 11011owine lirm 2611 his shrrtam ass the tdanl
id Tncr ct Fc mvoct.
a Imttw(,rclearinyl(ItitxlrledilphisrI)(rmcstotv%& ,
(a:mon Mnd tyye otprutaavc icnrlaiii.
d (trek changes requiring tree net III m fulls
Provswed machine or tormcllne beyond the hirit; of ciearmC
\larkisses:
!� ',.I tees as he vnvttl :hall he Inulehi widl ptlnl ar thhhun at � hciyht c:carly ciwbk m espsnnlne .{,uU.r s
1u yrairiitt ehnsl Ltegm until site tree marking kaa been m%i r :eJ and approved by a Counth his;Wcw
s Prr-Cnnstnsrliistn Cirareetnre:
d -Iice om>m-Jum and pmiccur t mtluuret shalt be rt0mitd with me contrami an sk1C
4 Ctlulatnrnt tlocradao asset Morass:
d Nea%y ecluhpnaul, vJii.tdu llaiL4 Will stutagc olconwtutwn mom lot, alluding %oil lhdl aeM lie pornuued wldoil site ill 1phncs act Item
U. be sat t.I
t, tall 1 feNun and Stat•rssMatn• Dt/rnfutn Drvicra: /
*14I1 11:V V.e1 AAII MI IId%e VFII ancv' Uri 41 nC 4U1ti41
s. 1`irtYh;
d faces ur.• a.n peruurtal welkin IOU t"'I Ill she thiphime act trtirs ul nc.avrd
'. latic MaitrW►:
tb I mi, mareriaks wall mx Ix stlneJ ssittim ON) W t,I the Jnplme of teas to k saver;
It. Protective Feasting:
1d Teen in he rctatatai vnrhm JIN rut of : psnpctsed hulWmg rN pradiniT active/ Shull be pnAL•c[ai by font mlt
d icratnu uutl them tt6Lc and s1=11 !c IrTt4srcied atW :ylprmcd M a ( etasaty Ilaytoeair t1r»r act yrahnll nr rintstiorltm
a- 1evc •
Id When Asia gnlwut level smut 1c raimell wslhin the drTptim Id a tTc "he snesl A t1a well sII he pnn'ided and a eanstn►ztem dead
vahmm.:C1 for JDp1o%41
to. I err N oust:
Id 'A hen Ate gr wad level Intel I c lauded .nhin else deplete it uee its his saved. a tint null .hall be rooutdcd still a c thithw laws Jt W I
%ahmined tar QIlum'11
I I Trrncbine And TnnnrlinB:
1J When Inlnchinll so leetuoun wn hm file Im nl of rlaarn,V it dell tit dame as tat 4wAy front the conks n(ersea ass possihk TtoWhahtty
in let s Isrpr Vet shall he mraidet id in an altemalw■ 1s•hrt it is aneiegratcd that nr emisty Irendti ft will desinhy lientb nwah
I Irbny;;
117 Proactive fencing shall he the Ian items tentm-rd dw%U the final cieu'tup.
J. EILAMAssed Trust
d Utrnryed trw_a J.AIi be ruuJ imtiY41Yte15 ill prflnlhhy- Yem l uarum o• Iglt) n+etiv,d. fxsam:ecndtsl by • Uee rptt' Ww
AOTFI rr is iHF Dk•1 FLt/P(:R'S FSIa(Iv4SIRl1.1•rN 1000NloiR "If" IMF C(WTR ILCTOR ON r•REI: CONSCRV.%T)0N
" / R CQl lR tMF. v'r5.
ONNER SIGN A71 RE ID.ilnj
CONTR ILCT Pt HCH ASER SIGNATURL 1DA7 EI
511eiG ✓eye ! d t
5 )TREE CONSERVATION CHECKLIST
C] Not To Scale
SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
l>, 46183
(*P
h'ilvAl �&
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.
5) 2020.10.08
FILE NO.
LANDSCAPING &
SITE DETAILS
19.029
C6
■
I OF MI TO ELEVATOR
JI LET PIPEr a
F
OONNTWnD ' I
aF PPE I I
I
I I
I I
I
. 4.
v SLOPE
TO MAN TO INVENT
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
NOTES;
HA\ SHAPING OF MAD IN AMET INVERTS ACCORDANCE WITH S
THIS DRAWING 6 TO APPLY TO THOSE STRUCTURES SPECIFIED 1 SLOPE TO CRAM
ON PLANS OR WHERE INVERT OF PPE IS ABOVE NVERT OF TO AVERT OF
STRUCTURE. OUTLET PPE
MMIHOLE OR DROP INLET 6 TO E FORMED AND CONSTRUCTED /
N ACCORDANCE WITH APPLICABLE STANDARD OR SPECML DRAWING. /
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A
FORILAAO / B
CFJAIT CONCRETE MIX CONFORMING TO CL M OR / -
GLASS ON EXCEPT THAT 23X OF COMM AGGREGATE MAY SE
LP TO 4• N DIAMETER AND CONSIST OF STOE BROEN BRE)If '
BROKEN CONCRETE OR BROKEN CONCRETE EO(S(. THE S RFIEE
SHALL BE LEFT SIOUM BY MEANS OF HIND TROWELING NNE VV�,
OF WE COARSE AGGREGATE SHALL REMAIN EXPOSED. _
DETAILS OF AVERT EACH
MANHOLE
AS SHOWN P INLET
ITE O EXAMPLE I I
PURPOSES MY. EAC1 HANDLE OR CROP INLET 6 TO BE SNIPED
N%VIDU&LSE TO BEST fT WE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LIES SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
`�/[]QT SPECIFICATION
ROM AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE
SHEET , OF , REVISION DATE MANHOLE & INLET INVERTS
302
108.OB VIRGINIA DEPARTMENT OF TRANSPORTATION
CG-12
GENERAL NOTES:
t WE DETECTABLE WMMIG SHALL RE PROVIDED BY TRUNCATED DOMES.
2. DETECTABLE WARMING TO BE GLASS A-3 CONCRETE (CLASS A-4 F PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAP FLOOD BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES BE NMTERIK WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE WPROV& BE THE ENWEER. TYPE A
3, SLOPING SEES BE CURB RAIN MY BE POURED MONBUDICKLY WITH RAP PERPENDICULAR
FLOOR OR BY USING PERMISSIBLE CONSTHUCTION .DINT WITH REQUIRED BARS.
4, F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADIONNG FLARED SIDES CM BE CAST N RACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,ARM
5. REWIRED SAS ME TO BE NO.5 % IS' PLACED 1' CENTER TO CENTER ALONG YG+W'AF'
BOTH SDES OFT RAIN FLOOR, MD -DEPTH OF RAMP FLOOR MNMLM
CONCRETE COVER/z".
O'er 1
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CUB RAMPS
ARE NCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B
7. WRB RAPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DWECTED PARALLEL
BY THE
ENGINEER. THEY ME TO BE PROVIDED AT NTERSECTONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HONWAY FACILITY
CROSSES A CURB REGARDLESS OF WIETIER SIDEWALK IS EXISTING. PROPOSED,
OR NONEXISTENT. THEY MST BE LOCATED WITHIN PEDESTRLW CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
E LOCATED EIWD VEHICLE STOP LINES EXISTING UNHT POLES FIRE ,.AMA1R
HYDRANTS. DROP ABETS, ETC. ACCESSdI ROUTES PROME A CONTINUOUS m "
UNOBSTRUCTED STABILE, FNM AND RP REWTANT PATH CONNECTING ALL 1202
ACCESSIBLE ELEMNTS OF A FACLITY THAT CAN BE APPROACHED. ENTERED 5
AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RIVAL OR EADENTAL SECTIONS PROVOED THAT 2•MN AT * 2" HIGHER THAN
WE CUES OPENING K PLACED WITHN THE LIMITS OF THE CROSSWALK AND EDGE O PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. AT X* .SAME AS TOP OF CURB
9. TYP'
�1IpL,1pCD NCRETE SO &N IB 4" ,C,,K- THE g!H� RANI CANNOT UCK TYPE C
TCR.CFOPIC FFERTTO ST Mo CGC cd,7�ERCI�E RrR71ic EAVY PARALLEL & PERPENDICULAR
TRUCK AP CI
FOR CONCRETE DEPTH
D, WEN CURB RAPS ME USED N CONJUNCTION WITH A SHINED USE PATH,
WE MIMIIN WOM SHALL BE THE WIDEN OF THE SHARED USE PATH 1.6" - 24°
TRUNCATED DOE
C< 0 O
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 OT
r 0 0 0 O D D O O O 0 O O 0 O O
+ `vy o 000o 0 O o 0000000`J. N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Da° Z
sox OF BAY DIAMETER 0 0 0 0 0 0 00 00000 003
TM TtilO O o o 0 0 0 0 0 a 0 0 0 0 0
VAPoMLE
BASE DVMETEH 4' MINIMUM.
PAY LMTS
TRUNCATED DOME DETECTABLE WARNING
DETAIL DETAIL
.SHECT 1 E 4
CG-12 DETECTABLE WARNING SURFACE
REY. 7/05 GENERAL NOTES
•";•n. VIRGINIA DEPARTMENT OF TRANSPORTATION
45 DOWELS, 6" LOAD A ERMISSIBLE
AT 12" t-C CONSTRUCTION
5-MIN. MINT
121 MAX 1 y
12'1 MAX n
B1 Y 18
TL RAP J'
(SEE TABLE) TRUNCATED DOLES
A SEE SHEET IOF 4 FOR DETAILS
5'-0" MIN
SHAPE TO MATCH FARE
OF ROADWAY CURB
BMA OF CURB
20 •I 4
,w2, SECTION A -A
ERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 4.
TYPE B
PARALLEL APPLICATION
AY GRADE
ROADWAY GRADE
IN PAY
MINIMUM RMP LENGTH
IN FEET
W. CLUE I S. CUB
0
4
8
1
5
7
2
5
B
3
8
9
4
B
2
5
D
5
B
14
1 15
END-SECTION 12" - 60" PIPE
- J9 ENO ON OUTLET END -SECTIONS
;PGOT END ON KET END-SECTION
1 A CONCRETE TO BE
00 _ _ - E J 40PSI MINIMUM
XPLAN\ \
�C B OFF
6R M ".JRN
A
D 6
PAT LINE
ccrTII V-V r:un vlcw
END SECTION DIMENSIONS
•IPE DIAMETER
A
B
C D E
IS"
6"
2...
r.S.
4..0..
.-W
1W
9"
2'-3'
f•-9-
4`0"
3'-0^
2V
Y-U-
21.11'
11.0'.
3'-8"
21..
D ..
4..0,.
2'-T.
6..1,
4.-6.
31••
L_ ••
4'-10 ••
2'-3/,"
T•- ••
5•4•
38..
T_3.
6.-}..
2..0
g.-1
6•-0.
4T'
1'-9"
5'-3"
2'-1Y'
8'4"
48..
2.-0'
6..0..
2.-2..
"-2.
7'-0"
54'
2'-3"
5'-5"
2'-9
W-2
T-6^
1 60..
.-11..
.-0'
.- ..
....
.- ..
ALTERNATE END -SECTION 12" - 60" PIPE CS, a
N'EIDOU 01! IRNLEET END
'SE
1XB
---- TE TO BE
E J 4WD PPSI MIMIW
_ 1 L
PLAN
�C B OF
3: t
Z
STEEL F/BRIC RENYORCEMENi A f
A
0 E
PAY LIE END VIEW
sfcnoN x-x
PIPE
END SECTION DIMENSIONS
PIPE DIAMETER
A
B
C
0
E
IT
4..
2..0�,
4._I..
. v
2,_0"
24..
10�.
.-7.
2..1..
6,.3"
4_0..
27.'
I
4'-0••
2•.
6•.N •'
4•-g•'
42"
1'.91
5•-J"
2 .V
B'-2"
6'-6"
4B"
'.0-
6'-0"
T-2"
6'-2"
7'-0"
2' 3'
5'-S"
2' 1v,
6..4..
2,-11
SO
STRUCTURE SUE AND
WILL THICKNESS VANES
SECTION A -A
SECTION B-B
1. WE STANDARD SAFETY SLAB ISL-D IS TO BE USED MY WHEN SPECIFIED, IN THE KANS
ON THE DRAINAGE SUMMARY SHEET AD/CR ME DRAINAGE DESCRPTION. FOR MANHOLES
JUNCTION SOXES AND DROP NETS WITH HEIGHTS NEATER THAN 12 FEET THE VAC
OF
ADJACEIIT SAPE1'Y SLABS SHALL E 8' TO 12 MM NO SAFETY RM LOCATED WITHIN 6 FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SMLL NOT BE LOCATED BELOW
MY INLET WE OF 30• DVIEIEX OR NEATER.
2. WE COST OF ME SL-1 6 INCLUDED IN THE COST OF WE STRUCTURE. SEE CAST N RACE DRAWIDS
B
J
T I N T Y F R PIN T
FOR FURTHER DETAILS
PAT LINE
3. ACCESSOPENNGS ARE TO BE STAGGERED FROM ONE SIDE OF S7MCTUIE TO THE
NOTES'
OTHER WHERE WRICABLE. STEPS ME TO SE STAGGERED ACCORDINGLY.
4. SAFETY SLAB MAY BE CAST-N-PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE
IS BMS I P C-C TYP.
8
WE PLANS
(LASS AS 13000 PSI. PRECAST CONCRETE 6 TO BE M (400) PSU. REINFORCING
LENGTHS SHOWN ON ARE
BASED ON END-YCTNN DESIGN SHOWN
STEEL TO BE IN ACCORDANCE WITH AOMRO W1.
ON WE LEFT, F THE CONTRACTOR ELECTS
5. ACCESS OPENINGS NAY BE 30" DIAMETER OR 30• SHAME. WHEN STRUCTURE WDTH IS
TOUSE
HALL BE
LESS THAN DIY' THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY
THEIE�MER
RED By
THE RIIDEFELENDENCE N OWILL BE 'EDU
30' LOAN.
TYPICAL PRECAST UNIT
VE
sPE°""'
FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS RDM AD BRIDGE STANOMDB YP CAL CO CRE E SAFET SLAB 0 DRO LE Sr REFEREN
60T" VIRGINIA DEPARTMENT G iRANSPORU Al UN REV. 7101 SHEET 1 OF , REVISION DATE MANHOLES AND JUNCTION BOXES 302
02.01 IN.M VIRGNA DEPARTMENT OF TRANSPORTATION
wP-a
e
OG
B 7i�L
MA% MA%
J B
TRUNCATED DOMIES
SEE SHEET IOF 4 FOR DETAILS
A
B,-O,A
4,-0•
BACK OF CUD
12.1 MAC.
48H MAx.
201 1
SECTION A -A
�21MN-.-�
ERMISSSLE
CONSTRUCTION
JOINT
N
SECTION B-B
NOTE! FOR GENERAL NOTES ON THE DETECTABLE
WMNNG SURFACE.
SEE SHEET
1 OF 4.
A 4' SQUARE LANDING
AFL OUTSDE OF
TRAVELWAY SHALL
Y
BE PROVIDED WITHIN
=2
THE MARKED
CROSSWALK AREA -
TYPICAL PLACEMENT DIAGONAL VARIATION AT INTERSECTION
AT INTERSECTION WITHIN CROSSWALK
WITHIN CROSSWALK (WITH BUFFER STRIP)
TITS DESIGN TO E USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALKLANDINGIb" MDEI REGNED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION,8 FEET FOR &TERATINS.
SHEET 2 OF 4
CG-12 DETECTABLE WARNING SURFACE
� z TYPE A (PERPENDICULAR) APPLICATION NEW 7I05
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A In
CG-12
A -"'-T
I PERMISSIBLE WNST.
5'MIN. ,DINT
Y
0 A.
SEE SHEET I OFE4 FOR DETRS
2 t TANGENT PLAN sro. CG-2
U�
BARN OF 12 ' 48:
CROSSWALK 20 ' 1 ;
TYPICAL PLACEMENT •:
AT INTERSECTION •ram.
WITHIN CROSSWALK
SECTION A -A
NOTE: FOR GENERAL NOTES ON WE DETECTABLE WMNNG SURFACE.
SEE SHEET 1 OF 4.
NOTE'
THE REWIRED LENGTH CF A PAR&LEL RAMP
IS UNITED TO 15 FEET, REGARDLESS OF THE
ROPE.
CG-12 DETECTABLE WARNING SURFACE
SO? TYPE B (PARALLEL) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
�.R
PARALLEL
APPLICATION
TYPE C
& PERPENDICULAR
ROADWAY CRANE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURD
8" CURB
0
2
4
1
2
5
2
3
5
3
!
8
4
4
B
5
5
10
6
7
R
T
U
5
a
15
15
WE
E REWIRED LENGTH OF A PARALLEL RAMP IS
LOURED TO 15 FEET. REGARDLESS OF WE SLCPE
a
s
IjII
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SELECTION OF WRB TYPE AND WE CONFOURATION OF THE
UTILITY STRIP MAY VARY TO MET EXISTING F LD CONDITIONS
AND ROADWAY GEOMETRkS PROVIDING THE DIMMIONS AND
ME AS SLOPES NOTED.
d � o
12'1 YA
AT .r,' .2" HIGHER MAR
\\ AT,•KYGE FSAME DE EASNTOP E CURB
THIS COMBINED (PMALEL & PERPENOCULM) DESIGN FOR &TERATONS CAR BE
USED WITH ADJONING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SEES
WITH 60" % 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO WE STREET
CAR RE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SDEWAK
WITH A WARPED SURFACE.
CG-12 DETECTABLE WARNING SURFACE
TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
VRNNR DEPARTMENT OF TRANSPORTATION
ADJACENT TRAVEL LANE ASPHALT PAVEMENT ENI
12 a EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FELD)
TACK COAT THE PROPOEO
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPH&T LAYERS
----------------
EXISTING SUBBASE PROPOSED SUBBASE
--------------------------
COMPACTED SUBGRA➢E
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PROPOSED MINIMUM 1 % INCH THICK MPH&T SURFACE COURSE (SEE NOTE 5)
A MI IDE'M 12 INCHES
ON D BY WR SEATER AS NECESSARY TO OUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
NOTES:
I. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT WOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE CRNNME OF ME EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3, A MINIMUM OF THREE CORES SHALL BE TMEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHAM BE SPACED NO MORE THAN 5W FEET WART.
4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/ INCHES AND REPLACED WITH AN MPH&T SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WNVED BY - E ENGINEER.
5, THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
MD EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LINTS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENONEER.
7. FINK TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTOR 315.05(0 OF THE SPECIFICATIONS EXCEPT THAT &L MINTS
AT TE-IN LOCATIONS SHILL BE TESTED USING A TO FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07W) OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENING
IEFE"EMCE
RDM Iro rlrmE srMaMDs
FOR WIDENING SUBJECT TO TRAFFIC
3D
SHEET 1 OF i
I
ravlNw DATE
3T
KRONA DEPARTMENT OF TRANSPORTATION
G-T
NOTES
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS M F CAST N PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF WO FEET OR LESS (&ONG FACE OF CUM) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB I,
GUTTER.
4. FOR USE WITH STABIUM OPEN -GRADED
DRAINAGE LAYER. THE BOTTOM OF THE
CURB AND GLITTER BE CONSTRUCTEDPM&LEL
TO WE SL OF SUBBASE
COURSES AND TO THE DEPTH OF THE
PAVEMENT.
5. KLOWASLE CRTOUk FOR RE USE OF CG-7 IS BASED
ON ROADWAY CLASSIFICATION AND DESIGN SPEED
AS SHOWN IN WPENCX A OF THE VWT ROAD DESGN
MANUAL.
6. WHEN THS STANDARD IS TO BE TED INTO EXISTING
SORER CUD. THE TRMSITON B TO BE MADE WITHIN
10 OR THE CHANGE IN STANDARDS MADE AT REGULAR
OPIOMM.
7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER 6
USED. THE STANDARD ENTRANCE GUTTERS OR STANDARD
CONNECTION FOR STREET INTERSECTIONS ME TO HAVE
THE MOUNTABLE CUB CONFIGURATION INCORPORATED.
TH5 AREA MAY E CONCRETE AT
THE OPTION BE THE CONTRACTOR
91,
502 I R2U,.04
E%PMSKIN JOINT 3' W.. "
Y
UUNS I' BARS D WPROACI
FRMULI COVER BACK OF
SDEWAK
JOINT GUTTER
BMS G
p••
SEE STMDMD IC-2.
2^
w
BM G WARFE[
a GUTTER
162 A� .,STREET APPROACH SAME SURFACING
MMIUS TO BE A5 I p AS MNKINE ROADWAY (SEE NOTE 3)
SHOWN ON 0.AN51 AA
GENERAL NOTES
5. WHEN USED CONJUNCTION WITH STMDMD CG-3
,
m
_
'EMS C
26j--I61S'j'
BARS B
a •'
_
A
r
BM C 2•
B
SUBBASE
-T HARDWARE
I HARDWARE
_ _ - _ _ _ - -
IRMMS TO SE M
-, SHOWN ON PLANS)
E RANI F O
OR CG-).TIE CURB FACE ON TINS STMDARO 6 TO
BE AWMTED TO MATCH TIE MOUNTINE CURB
-
I- MS F
u g
-
-=-
MST F
/
CC-2 OR CG-6
L----
CONFIGURATION
����\\
M I
a w
zc'
s
+
WEEPHOLE
SEE NOTE
CN TO
2. SEE STANDARD R NID CG-12 FOR CUM DESIGN
_
_
G B SIEWALK
$1f5EE�
Nr^ WITH T11$ STANDARD.
(VOTE ED OPTION& UNPAVED SPACE
3. MANLM PAVEMENT SHALL E CONSTRUCTED TO WE
b
L
II II BAR F BMA
II BARS p
STEP6.'SE
NOTE 5
- - - - FLOW LINE
RIB UNE (EXCEPT ANY SUBG RIME STABLRATION
^'
FACE OF CURB
II GUTTER
8'
9"
a --�(
REQUIRED FOR MAINLINE PAVEMENT WICK CAN E
C N CONTROL JOIN CRACK CONTROL JOINT
4._ .
ARBON
OWTTQD IN THE IENTIUVI2..0..
- •,Niry
MINT IAA JOINT
4. RADIAL cube OR COIBWATKIN WRB AND HATTER
5'MIN.
PLAN
SECTION
A -A
NOTE: WIDTH 'a' 2'.0" OR AS IMP MANLAE ROADWAY
SHALL HOT R CONSTRUCTED BEYOND WE R/W LINE
EXCEPT FOR REPLACEMENT PURPOSES,
I �'A
10'NA%.
KEYED COAST. JOINT
r
SOWN W TYPICAL sic"E" aJ
((
L-VMIMLE - MAR. 20'
•.I WARPED
PLAN VIEW
ENTRANCE NOTES
2'-0"
---
8' T-6" 8"
-
3'-0'
2^
z_�
GUTTER
APPROACH
1�6
W =
BARS
A TER
5, WHEN THE ENTRANCE RAN CANNOT ACCOMMODATE THE
TURNING REOIIIREIEIRS OF ANTICIPATED EAW TRICK
MNNLNE ROADWAY ROPE
TRAFFIC. THE DEPTH FOR SEW&K & CURB RAPS
_ _ _ _
_ _err
°•
1F PARMOIIC CURVE (ENTRANCE OtAYI
WRlN THE LINTS OF THE 9ADISHKI BE
INCREASED TO 7". (SEE OG-VD
B S G
V _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
.. .j•'
9
EDGE OF PAVEIEHL M
OPTKN& FLOW LIE
SLOPE CHANGE - BxMAXL 0
M - -
S. PLANS ARE TO INDICATE WEN CONSTRUCTION OF A FLOW
J
-I
BARS F BARS E LB
of
-
_ - D
l9E 5 FOULED TO PROVOE POSITIVE ORANIGE (CROSS
?3•• DIAMETER
EMS E
MMILK RODWAY
_
- NOTE 7)
----- NOTE
THE ENTRANCE,
WEEP ROLE FRONT ELEVATION
e••
EMS B
r-6- s"
SLR ® - _ - - - 0
GRADE
7 '� � LISTED LATHE OEMLE
- -
- - - �
(GUTTER REMOVED)
I/M BANS F
CHANGE --
D
R� GRIMES
LAL ENTRANCE
TMLE, THESE VALES ME NOT APPLICABLE TO STREET
OR
CONECTIONS.
g..
(�
5x'/4 BENT*ATI.,.E,
g..COMMERCM.
SECTION B-B
ENTRANCE
INTERSECTION NOTESB.
M CONSTRUCT CRANE CHARGES WITH A PMABOLIC CURVE.
WHEN CG-TI 6 USED FOR STREET CONECTIONS. TFETYPE
CONNECTION MUST E DESIGNED H ACCORDANCE WITH
A NOSE ETNL SHALL E USED WITH CG-3 & CG-7 STANDARDS
• , �
-'
L2/I'X21/
AARHTO POLICY AND THE APPLICABLE REQUIREMENTS
OF WE VOOT ROM EBDN MMU&.'CAWING STOPPING
TYPE B NOSE ETAL SHALL BE USED WITH CG-2 6 CC-6 STANDARDS.
TYPE A TYPE B
GALVANI2iD
/i' % 4' STUN SHEAR CONNECTOR WELDED
SECTION A - A
SIGHT DISTANCE AND K VALUE REQUIREMENTS,
GKVANUED PLATE FOR TYPE A TO BE ENT ON AN ANGLE OF 68. 30'
TO ANGLE IRON AT 2-C-C.
9. OPTIONAL FLOY/LK MAY KONRE WMPNG OF A
CONNECTORS AND IS TO E ANCHORED WITH '/2" X 4" STUD SHEAR
NOSE DETAILS
.-y
4•T.r
PVUNCNMISS OF HATTER TO PROVIDE PoSITIVE OIINAGE
KROS$ WE 'TERSECTDN.MPR
WELDED TO BENT PLATE AT 2'C-C.
2„
PAVEMENT
IT_lllM
ALLOWABLE ENTRANCE GRADE CHANGES
01-3A L
I -----I
01-3B L
DI-3C
i^"I
L•,.,
- WARPED PAVEMENT
Wrt --I
GLARs u . . • -Ij
SECTION C-C
ENTRANCE VOIUK
GAME CHANGE
B.
DIE NA%IMUTA
HIGHMORE
THAN NSW VPD
MEDIUM
500-NSW WO
s3z
6z
LOW
LEA THAN WO VRO
s 8 % I
Ell
FLow � I FLow •:'.. I D
I 1 1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
HOTEL ALLOWABLE ENTRANCE GARDE TABLE 6 NOT
FOR USE N SAGS
BOTH SIDES TO BE SYMMETRICAL
WITHOUT GUTTER
IIPIIDMLE TO STRCET COHIECTIOI�6�
SPECIFICATION
TGE IO
METHOD OF TREATMENT
V •••"" •
\VDOT
ROAD AND BRIDGE STANDARDS
STANDARD CURB DROP INLET
SPECIFICATION
REFERENCE
WECFIC.
REFEE
ROM AD BRIDGE STANDARDS
a5
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)
REVISION DATE
SEET I OF I
SHEET I OF 2
REWSKM DATE
12" - 30" PIPE: MAXIMUM DEPTH (H) • 8'
233
502
502
IW,09
08/10
VIRGINIA DEPARTMENT OF TRANSPORTATION
3.2
VIRGINIA DEPARTMENT OF TRANSPORTATION
203.04
-y 2° H•- P B
41
• D, D D, D, D• D
T.
A A • e. ' A ' A ' A 1 e D D D
------- THE BOTTOM OF WE CURB AND
CURTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SL.BBASE COURSES PROVIDED A
T' 2'-0• MN. DOW E T" IS MAN74WD
8" VDOT 21A Compacted
Stone Under Curb
COMBINATION 4" CURB & GUTTER ;gs
VIRGINIA DEPARTMENT OF TRMSOORTATON 502
NOTES:
I. THIS ITEM MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLASS AT IF CAST IN PLACE.
HOW PSI IF PRECAST.
3. COMBINATION CURB % GUTTER HAVING A ROM
OF 300 FEET OR LESS (&MG FACE OF CUM) SHALL
E PAID FOR AS RADIAL COMBINATION WRB &
GUTTER.
4 FOR USE MRH STMIIZED OPEN-GOMED
GWN LAYER, TE BOTTOM CURB
AIO GUTTER E CONSTRUCTED PARNIEL
TO TIER SUBBASE COURSMEES
AND TO THE DEPTH OF THE PAVEMENT.
S. &LOWABLE CRITERIA FOR WE USE OF
CC-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED M SHOWN IN APPENDIX A
R OF WE VWT ROM DESIGN MAJI
D
V
•
•
D,
D
0.
D
D'
•
•
THIS MEA MAY E CONCRETE
AT THE OPTION OF ME CONTRACTOR
8" VDOT 21A Compacted
Stone Under Curb
A
COMBINATION 6" CURB & GUTTER
REV. 9/01
VIRGINIA pEPMTMENi OF TRANSPORTATION
PO.03
Albemarie County
As -built Road Plan Policy
As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle
County- The following is a list of them nur01m information required on the drawings. Additional information
may be requested The County only reviews private road as -built plans- The county does not review or
approve public road as-builts- For questions regarding public roads. please consult with VDOT.
1. A signed and dated professional seal of the preparing engineer or surveyor
2. the name and address of the fun and individual preparing the drawings on the title sheet
3. "As -built'- must be labeled on the drawings with the date of preparation or revision
4. The constructed location of all items associated with the road corstrucuon must be shown The items
include, but are not limited to the following:
a Horizontal Aiigument - Show and label measurement points. and an interpreted line between
measurements- Show the as -built centerline over the design centerline_ Distinguish behveen the design
elevation and as -built by labels and line type. bfeasurements shall be at each snttion as a minimum and
at frequent enough uren-& to accurately pomay the as -built centerline. and the position of the roadway
within the right-of-way or easement. any portions outside the right-of-way or easement must be
corrected by plat or construction-
b. 1'ertical _Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerlme over the design centerline. Distinguish between them by
labels and line type. Write the constructed vertical elevations adjacent to the design elevations.
Distinguish bet+•een the elevations by striking a single line through the design elevation Measurements
shall be at each station as a minimum and frequent enough intervals to accurately portray the as -built
centerline. For alignments which deviate significantly from the design. provide cur amre and sight -
distances. Corrections may be required for alterations from the design alignment.
b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every
station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges
over the design edges Show and label constricted edge of pavement radii for all intersections and cut -
de -sacs. Edges for sidewalk as well as ramps and curb cuts must be included.
c Culverts. Pipes and Drainage Snvctures - Display the installed IN of drainage structure.
cvhertlpipe size. material. inlets or end treatment(s). inlet and outlet protection alignment and invert
elevations compared to design For slopes flatter than design. or inverts shallower than design. provide
computations verifying design standards
d. Ditch Lines - Display the constructed location of all ditch lines. including typical section direction of
flow. and linings-
e- Drainage Easements - Show all platted easements with dead book references labeled. Drainage must
be within platted right-of-way or drainage easements. Provide copies of recorded documents.
e. Guardrail - Display the constructed location of guardrail. including the guardrail type- length and
applied end treatments. compared to design
f Right of way and associated easements - Label deed book and page numbers for all dedicated right-
of-ways. sight easements. slope easements. etc-. and provide copies of recorded documents.
g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike
through any design elements which were not applied. Inspection reports are required for fill
compaction 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 any pedestals or other features.
4 :• .. Aa 4" - 3,000 PSI CONCRETE
cd d.
0000000000000000
4" - VDOT #21A BASESTONE
II I II I II I II I II I II I II I II I II COMPACTED SUBGRADE
1� TYPICAL SIDEWALK SECTION
C10 / Not To Scale
2" OF SM-9.5A SUPERPAVE
6" - VDOT #21A BASESTONE
0I0000000000 00000
II I II 1 COMPACTED SUBGRADE
�TYPICAL DRIVEWAY SECTION
C10 )Not To Scale
3' CLEAR ZO E
54.0' ROW
VDOT STD C -6
CURB AND
12.0' 12.0' GUTTER, TYP.
TRAVEL TRAVEL
5. 0' �y.0'� LANE LANE 6.O'l 5. 0' r
2.0% 2.0% 2.Oi 2.0� 2.0% 2.0%
VLANDSCAPING
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
C10) Scale: 1"=10'
54.0' ROW 3' CLEAR ZONE
VDOT ST CG-6
CURB AN
GUTTER, FYP.
9:0' 10.0' 10.0'
PARKING TRAVEL TRAVEL
5.0'%Oy� LANE LANE 6.0' 5.0
2.0% ---- 20% 2.0% 20% 2.0%
LANDSCAPING
STRIP, TYP.
L5" 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. PARKING ON ONE SIDE OF STREET ONLY.
2. DESIGN SPEED = 25 MPH.
. DESIGN STANDARD:
a 3TYPICAL 29GSROW CROSS SECTION
C10 Scale: 1"=10'
APPROX. 40.0' .•
ROW DEDICATION; x ..
ri
•POSED
CURRENT BL"'
BL
PAVEMENT
VDOT CG-6 ''•
DESIGN BY
STD. CURB' '
OTHERS
& GUTTER ''
MEDIUM
EX. EOP
�6'
STREET
TREES
10' EX.
TRAVEL
11' FUTURE
25'
to,
ANDSCAPE
--6
TRAVEL LANE
IDEWALKI�
LANE
STRIP
4.0" CLASSA3 CONC.
SIDEWALK (TYP.)
NOTES:
4.0" VDOT 21A (TYP.)
1. FUTURE TURN LANE & DRAINAGE IMPROVEMENTS BY OTHERS.
2. POSTED SPEED = 35 MPH.
5 PROFFIT
RD ROW CROSS
SECTION
C10 Scale: 1"=10'
SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
pJHTH �,
�r
P•4
N . 6183
()�/1 0 1
ifileYAE
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.
5) 2020.10.08
FILE NO.
SITE DETAILS
COVER LIFT NOTCH
12 3/8"
WA
CAST
a
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
[waommv1 mm .WieyAm
(5/8"-1'I METERS)
NTS
FIG. W-7
TD-13
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
P1
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
ACKFILL 4JMI
e B.
MIN MIN. #68 STONE
AS
RIM
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
VALVE
NTS
FIG, W-2
TD-2
0
24-MIN "'�'T
UNDISTURBED EARTH)
4 PITAN
F,-�] i CUISS A-3 CONCRETE
UNDISTURBED
8" ELIENATON
SECTION
NOTE:
1. ALL ROM 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
M-6
PUCE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE ARE,:
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
II ADJUSTABLE TRAFFIC RATE)'
VALVE BOX W/ LID
z
5
z 11
ry
a �Iy
f --- I MJ. GATE VALE
2500 P.S.I.
CONCRETE 8 - e 7'. 2' BEARING AREA.
THRUST BLOCK .
o.
NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GnAUE
TYPICAL GATE VALVE
NTS
FIG. W-5
�sa,
•
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU. YD.
(FEET)
CU.YD.
BEND
L
H
7
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
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1 1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 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
THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
USE 2500 P.S.I. CONCRETE.
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
NTS
FIG. W-3
TD-3
AIR RELEASE VAL'
BRASS OR BRONZE PIPE
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
TYPE "K" SOFT
COPPER
STOP
GRADE
GATE
STONE
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" DIAMETER BRANCH
AND VALVE -
WATER
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
VARIES VALVE BOX
�� M.J. PLUG
VARIES
RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
THREADED COUPLING
PVC SLEEVE
BRASS NIPPLE AND PVC
c
/-- CAP
LUBRICATE ALL THREADS
THR;Isr Block
/
-METER BOX (SEE FIG. W-7)
-
VALVE 96k
,
... NO. 57 STONE
M.J. FITTING
==k�2"
PIPE SLOPED
+n REMG
TO DRAIN IF
_�
GRADE ALLOWS
VARIES
.WATER
:y iLi E,
2" BRASS PIPE
MAIN AND
VALVE 2" THREADED TAP
ARE SAME SIZE
PLUG
DEAD END
(TYPE "A")
TYPICAL
BLOW -OFF
ASSEMBLY
NTS
FIG. W-8
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
MLLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270')
18'-22"„ACNE BOX
7 CU. FT. C
#68 STONE,
X 6"
2500 P.S.I. CONCRETE ,,., 2J--,'j�"'` T'
BASE AND THRUST YI „• ( "1 \\\V)I}
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED 0)� 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 W11H 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 15 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.
YPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
-c•. *N' MALE PIPE GOUPQNG
\\
I
R N
SOFT tavern
0
FOR 115E CM ATlADm 9NfA£ FAMILY
SO+NGES OR DUAL RE,yr,ENnAL
Y.I• m
AMI,0,1RE�IUEMTIAL
wn RNIIGP¶bl SFFNCEs
HDIE
MO SNEAI® FllYMcs
� Y,
DUAL SERVICE
R
I' C FRES90N , 3/4' MAZE POE MJP@.:
OR APPROVE) ED:AL
1" TYPE 1R.
SOT COPPU
(
F.. 1SE ON DE.IDMI+ y"GIE FAMILY
RE9CENIMAL SINME 414ERE AN
NfBR K Rol '"SEC
SINGLE SERVICE
uuMES
1O SHALL HE USEI; oN PrY: MPE
)
MON UD
GRADE
-/ LCVIWORAIIRI $ttV�
..� �i+?a nhi'i'"Li NECESSARY
;Yr:N4a e .
SAW OR W WMW
L
'4 ': n'
''''.[� � 4• 4AYEiR WAM ^rvC
4Y:vr;.. LONG Sltli POGE`. e_.'7
'.��'
Box wo scrxn T:-Mo,
WMMUM MOIRESSI
.;.i
V M1'+;5:• �,fyti 9SC N1 Nn r.__.E,.aTE
TYPICAL SERVICE
LATERAL I\STALLATI ,1,
(5/8"
& 1"
METERS)
NTS
FIG. W-6A
TD-10
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 CIffCLE. 2" (Slmm) LETTERS
BE CONNECTED USING A PIPE SADDLE.
VARIES -
0 (RECESSED FLUSH)
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
A_
�Ia'f�- �lD•*---
(1/4" PER FOOT)
5' -10, 5'
/\J [25mm]
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
-
D
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
7
(2) CLOSED
r AR 1 PICKHOLES
OF 3 FEET.
_
SPN
� 1 1/2"
SALT
TREATED
WATER SEWER
[38mm]
FINISHED GROUND 2 X 4
MARKER
g A
Z
02 E
_
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
O
T
r o 0
EJ z
p
m s e w C`
N
(2) CORED
EASEMENT WIDTHS WRYER OR SEWER ONLY - EO' MINIMUM
N
PICKBARS
PLUG END OF
WATER 6 SEWER 30' MINIMUM
p
MAIN LINE SECTION SERVICE LATERAL
-n 1 1/0" (29mm) DIA BOSS
45ro'0"
M SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER M SEWER. SYSTEMS.
D 1 1/2"
a 27 1/2" DIA [38mm]
5 [699mm]
m 26 1/4" DIA 778mm
J [ ]
?INLINE
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
TO
25" DIA 1 1/2"
�]E� [667mm]
90 [660mm] [38mm]
1/4" (6mm) DIA 3 1/8"
WYE-TEE
90' THE RIGHT OF WAY.
24" DIA NEOPRENE GASKET [79mm]
PLAN
O/ [sosmm]
VARIES
R
\ 28 7/16' DIA 5/8- [722mm] [18mm] 23" OIA
m [584mm]
SEWER SERVICE LATERAL CONNECTION
UTILITY LOCATIONS & EASEMENT WIDTHS
�I 36" Dw 25" DIA
.161 [914mm] [635mm]
FRAME SECTION O.D. OF GASKET GROOVE
N.T.S.
NTS
FIG. S-2
FIG' W-1
SECTION
TD-33
TD-1
SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
NLTH
�r
�CI I
N . 6183
�R p -k1 1
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.
5) 2020.10.08
FILE NO.
ACSA DETAILS
C�
1A 2A 3A 4A 5A
540 540
535 535
530 530
525LL) 525
520 520
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515 515
510 510
505 505
500 55g00
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+00 5
1 SAN. SEWER 1A5A
C12 SCALE: VERT. 1"=10' HORIZ. 1"=30'
550 550
545 545
540 540
535 535
530 530
525 525
520 520
515 515
510 510
505 505 SHIMP
ENGINEERING2
500 500
LAND PLANNING -PROJECT MANAGEMENT
495 495
912 E. HIGH ST. 434.227.5140
ag 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. I"=10' HORIZ. 1"=30' TH
�r
�c
M. s MP a
545 545 A� I U���A U Ar
(,
540 EQ
540
535 535
530 530
FINAL SITE DEVELOPMENT PLAN FOR
525 525 PROFFIT ROAD
52D 520 TOWNHOMES
5,5 515 NORTH
55 ALBEMARLE COUNTY, VIRGINIA
510 10+00 10+50 11+00 11+50 12+0-010 SUBMISSION:
2020.03.20
3 SAN. SEWER 3A-3B REVISION:
C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' 1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
5) 2020.10.08
FILE NO.
19.029
SAN. SEWER PROFILES
C12_
I
+ri
I
mm
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�
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SAN SEWER
PROFFIT ROA®
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w
�
REMAINING BACKFILL SHALL
SLOPED AREA �
Z
NOT CONTAIN ROCK MATERIAL
36"MIN LARGER THAN 5" IN ANY
DIMENSION
1'-0"
MAX
24"MI
2'-0"
INTIAL BACKFILL+
3000 PSI CONC. BASE
8 MIN (fi" LIFTS)
EMBEDMENT
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STEPS CAST IN PLACE
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CHANNEL 1/4" 1' MIN
BY HAND OR APPROVED
SPRIOFGPIPEE O MECHANICAL TAMPER
HAUNCHINGPRECAST
REINFORCEDN0.
68 STONE —
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ARE UNSTABLEFROM
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C13
SCALE: VERT:
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1"=30'
550 l71\ 47�1
I. 520
515
95%
ACTED
510
505
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10+00 10+SUS
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12+50 13+00 13+5�0° 5 STORM SEWER B5—B5A
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C13 SCALE: VERT: 1"=10' HORIZ: 1"=30'
T
535
530
525
520
515
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505
500
495
490
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11+50 12+00
12+50
520
515
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500
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490
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480
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13+00
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10+00 10+50 11+007
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495
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1� 0+00 10+50 5
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C13 SCALE: VERT: 1"=10' HORIZ: 1"=30'
520
515
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485
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w��rafrom
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ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 4X227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
NLTH
rCI I
M. S MP Y
N . 6183
()JRrO 41
ifflly At " &4'
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.
5) 2020.10.08
FILE NO.
STORM SEWER PROFILES
12,
SLOT DEfNL
MO FOR EASY
100VAU
A
I
IC
4-A IF A 4y
PLAN MIR0 EDAM. RVvs NAMunn"
ALUMNA RATE �L MATERIAL E WITH POST
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DIAMETER AT
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WB]-TB D.TB SI-O"
LBS.IPT. 1
UNDERORAIN OUTLET
MARKER DETAIL
SECTION A -A NOTES:
I. TYPICA. EMCAI TO BE FLARED AT THE ENDS M ALL NCERORM 01 SPRANG LOCATMS
WHERE
10 ROIS b AV ARE .WIN �S SLOPE. ES. ENGWNL TO AS WSTHLEO
PPE I.D.
SLOPE
O4ENJXWS
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CO�JNCREN
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038
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1 2PU
1, OWLET PRESS SH&L BE WORDNU.TERFCRATE0. SAACN ME PPE, ME£ING THE REORREMENTS
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J. EXPANDED STEEL MESH (FLATTERED) SHALL HAK 0PENM5 OF APPROX. %" x " ME Mfl. IPFAOAY
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4MLL EYTCIO A MHMM OF I" MOVE THE 0.0. OF THE PRE, AA0 15 A BµB RA FOR MOMENTS TO.
THE RIOT FDA
THE
ESSTEEL MESH IS TO BE CONSTdKTED 50 THAT THE MESH CM BE REMOVES: FM
4. MS ITEM NM BE MECAST M CAST N PLACE.
5, STEEL POSTS MD RATES TO SE PANTED M GHVA:RED N ALCOR RACE BAN THE ROM MO
p4WE BPECFMIARS. R PARTED THE FWL COAT SHALL BE W.13 MllE4M PMHi M
ND. 11 METE PMIi.
8. NMRER TO BE PLACED AT OUTLET END R AL LINESMAN NSTALATENS BMfiNO LOCATIONS
AREAS 1PCENORHI Is TIED INTO ONES DRAINAGE STMDTLRES.
T. MMNER ARYL SE PAC FOR IN A:COCNICE RAN SECTM SO1 M THE ROM AND BRIDGE
S ,FICATCNS.
AM 7103
a11D. V' y
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VRGINIA DEPARTMENT OF 1FANSPDRTATGN 2JJ
JO2
T1.32
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5 STANDARD EW-12 DETAIL
C14 Not To Scale
PIPE OUTLET CONDITIONS
A
ANLA WITH NU ULFINLU
CHANNEL
0% _
II I d
SECTION A -A FILTER CLOTH KEY IN fi-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 3.16-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Q10
3Do
d50
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
FAI
25.75
20.0
3.00
9.00
9.0
12.0
Channel
6 � OUTLET PROTECTION TABLE (OP
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520
515
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495
490
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490
75
1040D
10+50
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480
11+00
10+00 10+50 11+00
1 STORMTECH BMP OUTLET DETAIL 2 STORMTECH BMP PROFILE
C14 SCALE: VERT: 1"=10' HORIZ: 1"=30' C14 SCALE: VERT: 1"=1/0' HORIZ: 1"=20
�1
3do (MIN.)
'IPE OUTLET TO WELL / / / / CD
)EFINED CHANNEL
a
TW 509
PROPOSED LAYOUT
NOTES
I
114
STORMTECH MC-4500 CHAMBERS
• MANIFOLD SIZE TO BE ON
Eq
w
OF AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND
IS CHAMBERDUE
12
STONE ABOVE (in)
DMAIFOLDOMPONENTSSITE
COUPLE ADDITIONAL PIPER STANDARD MANIFOLD COMPONENTS IN THE FIELD,
p
>
Z
t
60
STONE BELOW (in)
THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONSANO IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER ACHIEVED
_
_ 40
%STONE VOID -
REQUIREMENTS ARE MET.
THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE
ZLLi
2917T
INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED)
-SPECIFIC
(�
ABOVE ELEV. (PASS
DESIGN
O
>
W
$
S
s
L]
S378
SYSTEM AREA (E•)
INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED.
SBS SYSTEM PERIMETER (- • THE SITE MUST REVIEWTHE OFTHECHAMBERS TO THE RETAINING WALL AND CONSIDER EFFECTS OF
Of
B
NING WAXIMRY
SATURENGINEER
POSSIBLE SATURATED SOILS ON THE RETAINING WALL'S INTEGRITY.
F
O
a
C
PROPOSED ELEVATIONS
• THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE BUILDINGISIRUCTURE. NO FOUNDATION LOADS
I-
@
519.25
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMEMNT✓PAVED) ACHIEVED
TRANSMITTED MUST CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS
¢
510.75
MIN IMUM ALLOWABLE GRACE (UNPAVED WITH TRAFFIC)
ON BE RI
NBEARING CAPACITY OF SOILSARDSEEPAGEIMOBASEMENTS.
U
I
510.25
MIN [MUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)
p
#
w
_
510.25
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)
d
_ 510.25
MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)
a�a
6
509.25
TOP OF STONE
508,25 TOP OF MC4500 CHAMBER
-
50570
18" TOP MANIFOLD I CONNECTION INVERT
D
_ 505,17
24" TOP MANIFOLD INVERT
IIF
50344 24" ISOLATOR ROW CONNECTION INVERT
6-ADS N-12 DUAL WALL PERFORATED HOPE UNDERDRAIN
_
50344 24" BOTTOM MANIFOLD INVERT
(SIZE TBD BY ENGINEER SOLID OUTSIDE PERIMETER STONE)
_
503.25 BOTTOM OF MG4500 CHAMBER
_49926 UNDERORAIN INVERT REV;.498.SO
24"X24`ADS N-12 BOTTOM MANIFOLD
498.25 BOTTOM OF STONE
24" PREFABRICATED END CAP, PART# MC45001EPP24TW
MAXIMUM OUEET FLCW TO CFS
TYP OF ALL MC45DO 24" TOP CONNECTIONS
INVERT 2-W ABOVE CHAMBER BASE
(SEE NOTES)
TIER DEEP COVER SPECIAL PROVISIONS
24'X24'ADS N-12 TOP MANIFOLD
1. INSTALLATION REQUIREMENTS SHALL BE AS SPECIFIED IN THE
INVERT 23.05• ABOVE CHAMBER BASE
4^
STORMTECH DESIGN MANUALS AND CONSTRUCTION GUIDES
(SEE NOTES)
Y
EXCEPT AS MODIFIED IN THESE SPECIAL PROVISIONS.
2. ATTENTION IS CALLED TO TABLE I- ACCEPTABLE FILL MATERIALS"
PROPOSEDSTRUCTURE WIELEVATED BYPASS MANIFOLD
C1
MAXIMUM INLET FLOW 19.0 CFS
18"%18'AOS N-12 TOP CONNECTION
IN THE CONSTRUCTION GUILE AND ALL OTHER
(SIGN BY ENGINEER /PROVIDED BY OTHERS)
INVERT ABOVE CHAMBER BASE
APPEARANCE30F THE'ACCEPTABLE FILL MATERIALS TABLE. FOR
APPEARANCES OF
_ (SEE NOTES)
TES)
AREAS OF THE SYSTEM WITH COVER ABOVE 7 FEET (2.1 m) FOR
THE MC-050) AND ABOVE 8 FEET (2.4 m) FOR THE MC-3500,
24" PREFABRICATED END CAP, PART# MC45001EPP24BW
PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD
EMBEDMENT STONE SKALL BE COMPACTED WITH 3 PASSES OF A
TYP OFALL MC-450024" BOTTOM CONNECTIONS AND
(DESIGN BY ENGINEER I PROVIDED BY OTHERS)
WALK BEHIND VIBRATORY PIATE COMPACTOR OR JUMPING JACK IN ISOLATOR ROWS I paR
12"(3W mm)LIFTS. GTi
3. STONE SHALL HAVE RELATIVELY FLAT SIDES AND SHARP EDGES
(ANGULAR) OR RELATIVELY FLAT SIDES AND ROUNDED EDGES AND d
SHALL CONTAIN LESS THAN 20%FLAT OR ELONGATED PARTICLES. INSPECTION PORT (TYP 2 PLACES) I
FLAT OR ELONGATED STONE IS UNACCEPTABLE. FOR
DESCRIPTIONS OF ANGULARITY SEE ASTM D2488'STANDARD �PRR
PRACTICE FOR DESCRIPTION AND IDENTIFICATION OF 1 8
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 L
STONE. STORMTECH CONSIDERS AN LA ABRASION VALUE OF LESS
THAN OR EQUAL TO 30 TO BE HARD STONE. g
S. FOUNDATION STONE SHALL BE MECHANICALLY COMPACTED WITH
A VIBRATORY ROLLER OR VIBRATORY PLATE IN 0-(152 mm)LIFTS.
8. EMBEDMENT STONE MUST BE DUMPED IN PLACE BY A STONE I Q
SHOOTER OR CONVEYOR OR EXCAVATOR. R
T. INSPECTION DURING THE INSTALLATION BY THE ENGINEER, PROPOSED STRUCTURE WIELEVATED BYPASS MANIFOLD I E
RECOMMENDED.
OWNER OR OTHER REPRESENTATIVE IS RECOMMENDED. THE J
INSPECTION SHALL INCLUDE OBSERVATIONS OF THE CHAMBER MAXIMUM INLET FLOW 16.5TH CFS
RS)
SYMMETRY DURING BACKFILLING TO ENSURE THE CONTRACTORS (DESIGN BY ENGINEER/PROVIDER BY OTHERS) m 1@
METHODS ARE NOT CAUSING UNACCEPTABLE DISTORTION OF THE
CHAMBERS. 1MQ R
8. AN ADS FIELD TECHNICIAN WILL CONDUCT A ME -CONSTRUCTION
ONSTRUCTION n rcrc
61
MEETING TO TRAIN REPRESENTATIVES OF THOSE RESPONSIBLE 6
FOR CONSTRUCTING THE SYSTEM AND THOSE CONDUCTING THE 4 PLACEMTHETICINIMUM IY.5' TMW o- B
GEOSYNTHE OVER EDD WOVEN yyx �g
MANDATORY INSPECTIONS OF THE INSTALLATION. 18" X 18` ADS N-12 TOP MANIFOLD S i
INVERT 29.38' ABOVE CHAMBER BASE UGEOTEXTTUENDERNEATH
OVER BEDDING STONE AND N E a
(SEE NOTES) UNDERNEATH CHAMBER FEET FOR y
9CWRPROTECTION AT ALL CHAMBER Ec
INLETROWS
18" PREFABRICATED END CAP, PART# MC45001EPP18TW A.
TYP OF ALL MC-450018"TOP CONNECTIONS
AS
SHEET
2 OF 6
/ BW 500
E2
WEIR E3
0
i
O
II
O
/ f=a
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/ vJ
F
1 ATOR ROW
I
NV= 503.25 Q7
V / V \�
c�
\ Al iNV-505.17
CONCRETE
WEIR E3
TOP=507.70
MH-1
6" PVC
UNDERDRAIN
AFTER WEIR
INV. IN 497.50
24" HP -STORM
BEFORE WEIR
INV. IN 503.44
WEIR E3
TOP=507.70
12"x24" TRASH RACK
8%13" ORIFICE
INV. 505.14
WATERTIGTH
GROUT TO
SIR. E3
(60" MH-1)
BOTTOM
INV. 496.50
s WEIR E3 DETAILS
C14 SCALE: VERT: 1"=10' HORIZ: 1"=2
A x -
NEW SWM
FACILITY ESMT
506 4
B 00
INV=503.44 12
BIN 506
O
0 P 'I\i
NV=505.17
V 0
6" PERF. PVC
OBSERVATION
PORT (TYP)
INV=505.70 \�
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NV503.40
BW Dun
20
dNAM.22 ^
A2 a a ® \
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4 STORMTECH BMP PLAN
C14 SCALE: 1"=20'
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
NLTH
�r
1'
M. s MP a
N . 6183
()IRrO 4I
tnAfAl
f
\ FINAL SITE DEVELOPMENT PLAN FOR
is TO ROWS PROFFIT ROAD
� 1 = 503.25 \
c6" VC � \
TOWNHOMES
� NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
5) 2020.10.08
FILE N0.
\ 76 \
BMP DETAILS
/ ,/
10 0
Scale: 1"=10'
10 20 30
C�
\ I
\ I
\
T.M. 32-2OA3�—
PROPERTIES LIMITED PARTNERSHIP \ \
D.B. 2309-419
D.B. 108E-45 PLAT
D . B . 716-386 PLAT
D . B . 695-28 PLAT \ \ \ \ \ I
PLANNED DEVELOPMENT MIXED COMM.
1CD
\ I I 0
I \ \ \ \ 1 I
II I \
1000 SF PASSIVE RECREATION AREA / \
TO CONNECT ACTIVE AREAS
\ 4' I CLASS (B TY E 1 MJJJJLCHEDU ATUR�, - 4_
\ AIL TO LO RE1EAfiONAL EA
i
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14'x14'
IF
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\ II I I/ // �/ F AREA (3) BENCHES v 30'x1m �� �X
CLIMBER 2500 SF
I I b� ///�' 1O,xis" s 00 W-etff L/WWA v
l I T6T LOT �✓ T1AE. ROC TIOENS \
FENCE 17 SC /
I
J / / SLIDE & v
L CLIMBE
�20'x2 v 40
22 TOT LO \ \
23�0 \
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.
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 4X227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
'o. 46183
I(*y/�41
thAfAt " &
\ 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.
5) 2020.10.08
FILE NO.
19.029
RECREATION AREA
20 0 20 40 60
Scale: 1"=20' C15
L_
I I III -L I v II
Ori-inal Proffers
Amendment X
- II -
10'�.
- I
PROFFER STATEMENT
Z.MA No. 201900010 - 3223 Profit Road
Tax Map and Parcel Number(s): 032AO-02-00-00200
Owners) of Record: ALBEMARLE LAND DEVELOPMENT LLC
Date of Proffer Signature: S pmmbe, 9, 2020
7.29 acres to be rezoned from R-15 to R-15
ALBEMARLE LAND DEVELOPMENT LLC is the owner (the "Owner") of Tax Map and Parcel
Number 032AO-02-00-00200 (the "Property") which is the subject of rezoning application ZMA No.
201900010, a project known as "3223 PROFFIT ROAD" (the "Project") -
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily
proffers the conditions listed below which shall be applied to the Properly if it is rezoned. These
conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the
conditions are reasonable. This proffer statement amends the proffers applicable to the Property that
were accepted in conjunction with ZMA2018-00006.
The Property shall be developed in general accord with the Zoning Map Amendment Concept
Plan prepared by Shimp Engineering, dated June 17, 2019 revised September 8, 2020 and shall
reflect the following major elements as shown and noted on the plans:
1. The internal street network grid and interpareel connections between the subject parcel
and TMPs 03200-00-00-02000 and 032AO-02-00-001 BO;
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. The total
maximum number of dwelling units on the property shall not exceed 80.
4. A 25' Undisturbed Buffer adjacent to TMP 032AO-03-OB-00200, TMP 032AO-03-OB-
00400, and TMP 03200-0000-03000 as shown on the Conceptual Site Layout. Minimally
Disturbed Buffers of the approximate size and in the locations shown on the
Conceptual Site Layout:
a. Undisturbed Buffer allows for the removal of brush and/or dead vegetation.
b. Minimally Disturbed Buffers allow 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 4 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 I as shown on Sheet 4 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".
ZMA2019-10 PROFFER STATEMI:NT I
Front building facades shall face Proffit Road. -
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.
ZMA2019-10 PROFFER STATEMENT _
WITNESS the following signature:
Owner of Tax Map Parcel : 032AO-02-00-00200
ALBEMARLE LAND DEVELOPMENT LLC,
a Virginia limited liability )mpany
�� By:
Brent I Tall, Manager
COMMONWEALTH OF VIRGINIA
(+T-V/COUNTY OF Albe n_v-lam to wit:
The foregoing instrument was acknowledged before me this P +^ day of 2020 by
Brent I lall, Manager of Albemarle Land Development LLC �—
\Ic Commission expires: It
Notary Public
ewer. U. CMxnAy
NOTARY PL&jC - -
a COrWIV"waalal of Virginia
wCa n"MEX
wa, at, ao¢Ei`
ZMA2014-10 PROFFI'R STA.'rEMEAT J
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 4X227.5140
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.
5) 2020.10.08
FILE NO.
ZMA201900010 APPROVED
PROFFERS
C�