HomeMy WebLinkAboutSDP202000028 Plan - Revision 2021-11-09FINAL SITE PLAN FOR
LEGEND
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, ---1
DIMENSION
ELEVATION
-- -- -
GRADING EASEMENT
10
INDEX CONTOUR
--- 312----
12
INTERVAL CONTOUR
311.5 x
57Bx
SPOT ELEVATION
311.5 TC x
5781X
TOP OF CURB ELEVATION
311.5 TW x
57Bx TW
TOP OF WALL ELEVATION
311.5 B W x
57BXBW
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
(k
HANDICAP PARKING
MATERIAL
CONCRETE/PAVEMENT-SIDEWALK
RIP -RAP
ASPHALT
0
GRASS
EC-3 MATTING
EC-2 MATTING
WETLAND
TREELINE
-..,x-
-x-x-x-x-
FENCE
- ... _... _...-
- ... _... _...-
STREAM
UTILITY
UTILITY EASEMENT
I7
.01
UTILITY POLE
®
®
LIGHT POLE
-a°- °-
-W-a-�-W-
OVERHEAD UTILITY
SANITARY & SEWER
STORM SEWER
RD
RD
ROOF DRAIN
Oq
DRAIN INLET
DRAINAGE EASEMENT
SWM FOREST/
OPEN SPACE EASEMENT
-
SANITARY SEWER W. LATERAL
O
SANITARY MANHOLE
-----
SANITARY EASEMENT
WATER
-wwww-
-wLwTw-w-
WATER LINE W. SERVICE
a
O
WATER METER
0
®
WATER VALVE
T
FIRE HYDRANT
MA
FHA
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.
PROFFIT ROAD TOWNHOMES NORTH
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
ff3t3
46
32
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.
SDP 2020-00028
TM P 032AO-02-00-00200
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE : 1"=2000'
IMAGE PROVIDED BY ALBEMARLE COUNTY GIS
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
C16 ZMA201900010 APPROVED PROFFERS
APPROVALS
Current Development Planner
Date
Current Development Engineer
Date
E911
Date
Fire Official
Date
Building Official
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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FINAL SITE DEVELOPMENT PLAN 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.
3) 2020.10.08
4) 2021.11.08
FILE NO.
COVER
19.029
C1
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ZONING:
PLANNED
DEVELOPMENT MIXED COMM.
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SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T
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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.
3) 2020.10.08
4) 2021.11.08
FILE NO.
19.029
EXISTING CONDITIONS
80 120
C2
DRAINAGE ESMT -
� �1�B1��s s �1�sssss�
MATCHLINE MATCHLINE
\ \ THIS SHEET THIS SHEET
0 SF DED - tP
SIM RE
ARE % S P
TW 508 NEW 0.30 AC SWM /
\ BW 500 TW 512 FOREST/OPEN
1000 SF PASSIVE BW< SPACE ESMT
RECREATION AREA TO -
/ D65602 PG32
� CONNECT
(� TW 506 TW 512 3 RF
BRA -500 BW 506. Oq S/OU
NEW SWM J '�'q,' qC F 3 / NEW 0.14 AC SWM
NEW 0.30 AC SWM ^ FACILITY ESMT, . TW 506 rM , Op 2,q\ FOREST/OPEN
/ - FOREST/OPEN / DB5602 PG32 - BW�6 Zx 80 FUTU N So SPACE ESMT 1 J
SPACE ESMT 5 ' TW 506 '�q 2, RF 1 DB5602 PG32 / -
DB5602 PG32 NEW SWM FACILITY, BW 500 207g rq( <OT F �`� ��
- ESMT
DB5602ALONG
PG32 -.� TW 502 °007OP4 C9 X
- r BW 502
/ = TEMPORARY �' 2500 SF MANAGED 210 LF DISTURBANCE OF INTERMITTENT / / /
CONSTRUCTION MULCHED L Tw 514 SLOPES STREAM SUBJECT TO NATIONWIDE 18
EASEMENT DEDICATED TW 5
/ NEW 20' PUBLIC - -0 COUNTY IF FUTURE BW 15 AREA // BW 508 , NONREPORTING PERMIT CONDITIONS. / / � ��
DRAINAGE ESMT i — DEVELOPMENT IS �. / 6000 SF "TOT LOT" o / \
/ DB5602 PG42 NECESSARY ACTIVE RECREATIO / TW 508 J
NEW 20' PUBLIC / - DB5602 G32 AREA <10% SLOP / /' BW 502 • 4e� ��
DRAINAGE ESMT - I ° D N ` w' t TW 514
�B� � � � - � � s � � � s � Rp \\ � .��� BW 508 INTERMITTENT
MATCHLINE MATCHLINE M�TCgDF �[ /
V 7 STREAM BEGINS /
THIS SHEET � THIS SHEET °M � �� � / ^ � TW 508 NEW 20' PUBLIC AT THIS POINT
N 7° 30 NEW SWM /\ BW 506 DRAINAGE ESMT
�x 0 SF DED Typ FACILITY ESMT �..
I�� SIV RE - v \ ,y7 F3 ' J DB5602 PG32 \ \ DB5602 PG42 6" B RM /
! I' ARE % S P UTCp e RI ` / c y / /
/ 6FDF 20x ® / <OT \ / ?'\ \ „ (#57 STONE)
> ' NEW SM' FACILITY o �/ 28 C 2 / \ '/ / \ , TYPE 3 BARRICADE
NORTHWEST CORNER LAYOUT o T °r o °° ` /
ESMT ALO OW ° 7 \ ,"� „ MUTCD FIG. 6F-7
B5602 P 2 CG-
C3 SCALE: 1"=30' \ ti TYPE
\ 26 COT / / ,� o °PAVEMENT ENDS"
MR8-3
"NO P RKING" R "��` 1 ` 2$ / i `? % MUTCD WS-3 \ /
NEW 15' GAS U D . ' -
T R3 \ \ /'
ESMT .\ e' NEW 20' PUB C ` Ip •�� L / 2g i /O / + ; / $ �.j/N/M \ / /
RAINAGE E T JxoO . 10' DOM. COT /' j �'' l 4/ ♦ / \ B <<Y \ /
F
$ 85602 P 2 ;$ R2S oo '• . PWR. ESMT 23 _�, 4, <u $ ' ♦ OFFF 0/ST
. \ i 0 C TOWNHOU , (7
\ S SIGN �' PE c / �° SpF�� URF ♦ FUTURE SITE PLAN
401,2go�/• tiff NFw2p / ��OQQJm ♦ 2$
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i .\ -;IIIWNHOISE H.% ' 2f� �P i /i� ♦ /
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°o y RI .(�.•. °0 PRIVATE LEAD WALKS CONNECTING TO PROFFIT RD PUBLIC SIDEWALK.
\' SST o, ° \ CG- / ./ °T i ' ; o� <O 4. TRASH SHALL BE STORED IN TOTERS ON EACH LOT.
\'\ $ 1, o; TYPE ° / 10' DOM. 40 / ' ^� `'i 7sr 5. CLUSTER DIVISION REQUIRES 25% OPEN SPACE. FOR PHASE 1, THIS IS
-/ z9 '~ ACHIEVED BY THE RESIDUE A & RESIDUE B
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DEDICATION � T EX. T FR0 . Q./. , :., /i 8 ,
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EX. POLEF� 5 TO IEAKE / "NO PARKING,`.��
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6451 TO Mou /' �" 0 2) 2020.06.03 SECOND SUBMIT.
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FOREST/OPEN / ° �° DB5602 PG32 O (2X 87 F(iTF/Y S2\2 WITH 2400 SF MAX FLOOR AREA PER UNIT. FOREST OPEN /
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TEMPORARY
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TOEX. OHREMAIN 8 d i,' 8 GVf�>'B .., .*U, • ` A • / / SUBMISSION:
�pT / 2020.03.20
1\IE.W' /.;. '1 /,' ' \oy 8� / REVISION:
EX. POLE /! // \ �C
Ex / / / , .,/ 1) 2020.05.27 UTILITY ORDER SET
OFFSITE SEWER PER �r 81a.Dlp � /
a, _ DITCH zA °b op 2) 2020.06.03 SECOND SUBMIT.
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UTILITY PLAN
30 0 30 60 90
Scale: 1"=30' C4
\ I I I I I I I I l
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EX. OH SUBMISSION:
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2.
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\ [ / 3¢ �� SEW?.•. �� / •° "� �,q,- / /i / \ a \ \
EX. POLE %( se x _ _ 34 e / 1 2020.05.27 UTILITY ORDER SET
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�3/ 30 2) 2020.06.03 SECOND SUBMIT.
V 3)2020.10.08
4) 2021.11.08
X. OHU-
TO REMAIN
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EX. CHU.TO oW' EX POLE `\ I 2 ADA RAMP FILE NO. REMAIN &I �J T&T
MARKER
C5 SCALE:1"=20' 19.029
EX. POLE-���-0"0
GRADING PLAN
30 0 30 60 90
Scale: 1 "=30' C 5
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
15.
6
35
604
3624
�C yZ
Large Deciduous Tree
Quercus shumardii
Shumard Oak
15.
12
31
329
3948
Large Deciduous Tree
Quercus bicolor
Swamp White Oak
15.
16
31
299
4784
>• e }
Large Deciduous Tree
Zelkova selrata "Village Green"
"Village Green" Zelkova
15.
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
Goldenrainlree
15.
TOTAI
SHADE TREE SCHEDULE
Plant Symbol
Planting Type
Botanical Name
Common Name
Calipe
Large Deciduous Tree
Platanus occidentalis
American Planetree
15.
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 AVOI[
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
Arr.nkAMnr)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 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
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
(Sorghostru m nutans).
MCI
Scale: 1
0 40 80 120
MP
ERING�
CT MANAGEMENT
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
yT
N
�. a
.4 183
Atit
WAL g
ELOPMENT PLAN FOR
r ROAD
OMES
LINTY, VIRGINIA
TY ORDER SET
OND SUBMIT.
0) zvzv. IV.UB
4) 2021.11.08
FILE NO.
LANDSCAPE PLAN
19.029
C6
SET TRUNK PLUMB, SEE
PLANS FOR EXACT LAYOUT
AND SPACING
ONE CENTRAL LEADER
(NO CODOMINANT LEADERS,
UNLESS SPECIFIED)
ARBOR TIES, OR EQUN.
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" WIDEABOVE
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
5704+00
FINISHED GRADE
EXISTING GRADE
3x ROOTBALL DIAMETER
1 )TREE PLANTING DETAIL
C7 TNot 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
I LOOSENEDSOIL.
ORIGINAL GRADE
EXISTING SOIL
lllnllll„ li-
3x WIDEST DIMENSION OF ROOT BALL
TREE ON SLOPE C 25% (4:1) to 50% (2:1
C7 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.
-------���—ttT.iil�Ce7Li11TltiGii_1Ti%TT�T•
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��
•'1
NE
��—
-----I—
--
--�-�
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
Ira
C
eP
EXISTING OR PROPOSED EXPANSION JOINT
SIDEWALK OR SIDEWALK SPACE
EXPANSION
VFLOW
V
CURB INCLUDED INuENTRANCE
GUTTER
LINE
ENTRANCE WIDTH
EXPANSION
JOINT
DESIRABLE MINIMUM 16'
ABSOLUTE MINIMUM IT
EDGE OF PAVEMENT
HALFPLANC
CC-99
WIDTH OF
ENTRANCE
I
LIMITS OF PED.
LIMITS OF PED.
ACCESS ROUTE 91
o
ACCESS ROUTE
UNPAVED SPACE
NON -TRAVERSABLE -'
UNPAVED SPACE
PEDESTRIAN ACCESS ROUTE DETAIL
ADDITIONAL RIGHT-OF-WAY IS RE IRED IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND
EXISTING OR PROPOSED VDOT R'IT-OF WAY.
Qliz_
® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM MD SLIP RESISTANT
PATH
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND
ED By PEDESTRIANS. SENT
SECTION F-F
TOBACK OF
CURB MNIMUM WIDTH SHOULD 6'-
%E IF PEDESTRIAN ACCESS ROUTES fib ARE BEING
4T PROVIDED, A MINIMUM ' RAVERSABLE WIDTH
RA.
IS REQUIRED WITH A CROSS SLOPE.
WHEN USED IN CONJUNCTION WITH STANDARD
CG-3 OR CG-],THE CURB FACE ON THIS
•0•
STANDARD IS TO BE ADJUSTED TO MATCH THE
MOUNTABLE CURB CONFIGURATION.
oo o�oYoo
SECTION E-E
PAVED SIDEWALK
NORMAL GUTTER
® -----_-___-_-
r�CURV�Exz
1'- 3"
•I;.�
.p, .I;. •°•
o•oq 40909
*0%TO 10%CHANGE
Eeq =
=vY o-zt, 'oge4 oq
CLASS A3 (H.E.S.)CONC.
6" ACCR. BASE TYPE I SIZE 218
e. • °• .'p.
•.
5'-0"
® POINT OF GRADE CHANGE
• e. • n. • e.
12X MAX. SLOPE 5'-0..
FOR CURB AND GUTTER ONLY 4F
qoo •o. 000
Yo. oYvY e. o
FOR SIDEWALK CURB AND CUTTER
z z 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
BUILT CONCURRENTLY
SECTION D-D
SECTION C-C
x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL
AND
8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
SPECIFICATION
`VDOT
REFERENCE
STANDARD
ENTRANCE GUTTER
ROAD PNO BRIDGE STANDARDS
(FOR USE WITH UNPAVED
SPACE BETWEEN CURB & SIDEWALK)
REVISION DATE
SHEET 1 OF 1
502
203.02
VIRGINIA DEPARTMENT OF TRANSPORTATION
0"13
C MBIIt)tit Albrunarlf
Ctm•emadnn Piss (lteckliat - To be placed as 1 Jmdaspe Plain
IfiundMlnk, pp 111-:A•1-111 2•7 for ramplrtr sprrificsrinlnl
H
Tivcs a he %avol.
id
t misty af,lenrinq I anTaide dnpllnr of �rttet b I tr �+te.l I'
15
1 N,.CAI Ion Inc IVie OI prat=oc lemcltlit.
d
limn- ehanpesrequiring trim not% m wall%
63
Pr olved Treriching or twtrlellnE beyond the limits of eiearmi;
I
\1.rkial.�i
'1.�
,all Tres Nit to +lived ikfi l lie Inarked with ItrUtl t,l IIIIIXtIn in ■ heigm eieally 4Nvh1c Nf L'gU etnaYl' t,pelala%♦
�
\u rsaLng :!Intl begin anal the arc mshmg has been mspra:tal and appmvrd h5 a CuvntT lasprC4r
i
Pfr-(.anslrylCtitA
CourterenCe
d
Tree eIre>CTCJn In and pmuenon ninatsttn slut be mirws4 with t%u tontmtnr on nic-
4
EtmLatarnl
llouadao sad stsrom
dJ
Ileat} cqutpmtTu. vJliwfar IiafTm, mid sa alp: td'consntuwin rammi4le nidudvaF .oil lhull NUM le per"micll u lilt in the diIphnce id vas
W be and
S.
Sell
Ffavhm gold Slarlriamur Grumdain herders:
d
�tILII ii.v s,Gi ball INII ash a+iely a-11Ct` neo M, iK sdvd
•,
a
rife•$ an Yit pulrUnoj M'Ilhm ItNI fast lit dat d%ipline tit troea Mt tK saved
T.
TWeMalarWa:
�
Toxic IISatClWia shall IYa bt tuned taNttm I(n Art lib ilX Idnphne ottryei to Lse+yaveG _
0.
Pr•taictive FeAdmt:
iJ
Trees t0 he retained Klttim 40 Feet or; prnikwM huildme NN grading unvny shall he pnAtt[a1 by k7nC mF
1-critlna inn :Ir Ili place and stuff !x ItiliecLar rimr ui grdiinlf ur cti nutrariYi
'•.
I ree HCOL.
17
When dfJe grotarut In'cl mint le raised vndtia the onjil im id At;• ra trle intXl + ImC well vlia�l l,l Irnnlnl and a ctNtstrut_Mm dead
vnhmmed tom ataprinal.
In,
i err 111, a\s;
d
Alien die lfrLtuad level Irian h 1mvivied athui tla dnpbnc a Vot tD h saved- Milne wall .hall lie provided- Arid arunsvueNNrl LLuil
%Ishmltird far aprnit 21
I I
and Iunnrline:
.Trrnchln[
L
avhen INnrhlny itl IeyulrBtl N'IIIIM die tlntllF Vi:laMrrrtl♦ n stall hC Jnne Y tar array horn Are tnnkr ttrltlrCf s►1lotsaMe TsM+iTeWag
mdn s largo• fire shell he entiaisterod as min ahemativr When it is arelripeLed Thal necessary imseli n\ will deUany fender Binh
1L
Ljuln,y
d
i1ri tactive fenemg shall he the bun iICf11A irttim—d diLnU the finul rimuip.
13.
Dammed Traaal
0
Dnms.gead trod .I14,11 be W-04J ImmrXlufJ) by prfiattt•, ftnl l UattUn o• edit. 01CAVIdi rx010:t96" by a Inc apmaalut
T� DCF1.OPf:R'S FSlfItSfNtl.l'r� TOCONFFSt IA-IrH Till: .i COfVTRACTOROTRRZ&ONSUVA7WN
n n/I leyptQItREMEv75 r f
a�
r uNTR%CT lit RCII USER SIGs.aTU RE 111 I
ulm6.P•gta 1 ofIt
5 TREE CONSERVATION CHECKLIST
C7 Not To Scale
SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T
U
A� VI AILt 4
O
.C+�,SSIO]YAL g��
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.
3) 2020.10.08
4) 2021.11.08
FILE NO.
LANDSCAPING &
SITE DETAILS
19.029
C7_
C3
SHAPE TO ELEIAnON
OF
LLAARGEST PPIPEI�
SHAPE TO
CCNTO R I I
OF PIPE
I
I I
I I
♦ I
v SLOPE TO DI%NN TO INVERT
OF OUTLET PFE
SECTION AlMETHOD OF TREATMENT IN DROP INLETS
NOTES
SHAPING WI MNMOLE AND BLOT AVERTS IN TURFS RICE SWITH
PECIFIED
TIP DRAWING IS TO APPLY TO THOSE STRUCTURES WENT
OFEO 1 SLOPE TO BRAN
ST PLANS W WHERE INVERT OF WE IS ABOVE AVERT OF 1 TO AVERT Oi
STRUCTURE. `• CAPLET PRE
MANHOLE A DROP INLET 5 TO BE STANDARD
ND CONSTRUCTED
N ACCORDANCE WITH APPLICABLE STNOMD W SPECIAL. DRAWING.
/ a
WE AVERT SHARING AS DETAILED IFHECN 5 TO CONSIST OF A / 49
PORTI. TO
CONCRETE MN CONFONRJG TO CLASS AT OR
CLASS C1 EX PT THAT 25X OF COMM AGGREGATE MAY BE
LP TO 4J N DIAMETER AND CONSIST OF STO E BROKEN LOCKBRICK,
BROKEN CONCRETE OR BROKEN CONCRETE B. THE SURFCE
SHALL BE LEFT SMOOTH BY MEANS OF HIND TROWFLUD. R ME I VVV��ILL
OF WE COMP AGGREGATE SN&L REMAIN EXPOSED. -
PETALS OF NVERT EACH
MAN AS SHOWN HEREON ARE FOR EXAMPLE
PURPOSES ONLY. EST IT WE AR DROP MET IS E) U SHAPED
INDIVIDUALLY TO BEST FIT WE PARTICULAR INLET AD MOTLEY
CONFIGURATION AND FLOW LINES. SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
ROM AND r)BRIDar ANDS STANDARD METHOD OF SHAPING SPECIFICATION
REFERENCE
SHUT I OF 1 flEVSION DATE MANHOLE & INLET INVERTS
302
106.OB VNGMA DEPARTMENT OF TRANSPORTATION
CG-12
GENERAL NOTES(
L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OGLES.
2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST)
WITH AIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOW BY 2 FONT N LENGTH N THE WWCTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WMIMG MAY BE USED WITH THE APPROVAL W ME ENGINEER. TYPE A
3. &OPNG SIDES ES OF CURB RAM' MAY BE POURED MONOUWITH RAP PERPENDICULAR
FLOOR W BY USING PERMSSIBLE CONSTRUCTION .DINT WITH REQUIRED BARS.
4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING MAREO SIDES CAN BE CAST N RACE AFTER PLACEMENT W
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE GLASS A-4. ON
6. REQUIRED BAPS ARE TO BE X0.5 % 8" PLACED 1'CENTER TO CENTER ALONG '2_
BOTH SIDES OFT RAMP PLCOR.MD-0EPTH OF RAMP FLOW. MINIMUM
CONCRETE COVER 1/t'. N
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FW CURB / COMB AND GUTTER. TYPE B
T. CURB RAMPS ME TO BE LOCATED AS SHOWN ON WE PLANS OR AS DIRECTED PARALLEL
BY THE ENGINEER. THEY ME i0 BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGMDL£SS OF WIETIER SIDEWALK IS EXISTING PROPOSED
OR NONEXISTENT. THEY MIST BE LOCATED WITHIN PEDESTRIAN CRESSWALKS
AS SHOWN ON PLANS W AS DIRECTED BY THE ENGINEER, AND SHOLO NOT
BE LOCATED BEHIND VEHICLE STOP LINES EDSTING LIGHT POLES FIRE ,,,,, U_p%
HYDRANTS, CROP VETS, ETC. ACCESSIn ROUTES PROVIDE A F.ONTIN000S ma's �="-
UNOBSTRUCTED STABLE, FIRM AE) SLIP RESISTANT PATH CONNECRNG ALL 12D
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED 5
AND USED BY PEDESTRIANS.
B. RAMPS MAY BE PLACED ON RADIAL OR TAWl SECTIONS PROVIDED THAT NOW qT 2" HIGHER MAN
WE CUM OPENING IS PLACED WITHIN THE UNITS OF THE CROSSWALK AND EDGE bF PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB.
AT X* SINE AS TOP W COMB
B. TYN C NCRETE SD ALAI IS
4" RMEE�CTKS H%THRXE TNTR.YDA[ RMIICMNOT TYPE C
AGCO REFERTTO ST DASD CO-113 Ca,IMERCl11 ENTRSANCE IXEAWTRUCK PARALLEL &PERPENDICULAR
TRUCK 1'RAF IC) FOR CONCRETE DEP}H.
O. WE CURB RAPS ME USED IN CONJUNCTION WITH A SHRED ME PATH,
TIE MM WIDTH SHAM BE THE WIDTH OF THE SHARED USE PATH II - 2.4"
TRUNCATED DOZE
C-C O O
O O 0 0 0 O O 0 0 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 0 0 0 0 0
+ v
, V O D a O D O D O 0 b D O G G D a
6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Z
OJ2' SOX.-65%OF SASE DIAMETER S 0 0 0 0 0 0 00 00000003
0000 0 0 D 0 0 0 0 0 0 0 a
LV' V.ABLE
BASE OVMETER 4'MINIMIIM.�
PAY AIRS
TRUNCATED DOME DETECTABLE WARNING
DETAIL DETAIL
W4 CG-12 DETECTABLE WARNING SURFACE
5 GENERAL NOTES
I VROWM DEPARTMENT W TRANSPORTATION
E5 DOWELS, 8" LONG A ERM5SIBLE
AT 12" CC CONSTRUCTION
5- ON. JOINT
12:1 MAX -
12:1 MAX 0
B
RAP
(SEE TABLE) TRUNCATED DOLES
A SEE SHEET lOF 4 FOR DETAILS
5'-0" MIN
SHAPE TO MATON FACE
OF ROADWAY CURB
2 B OF CURB20 •1 4 ;
'MN.+ SECTION A -A
EPMISSIBLE
CONSTRUCTION
JIF
JOIXT
SECTION B-B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WMNING SURFACE.
SEE SHEET 1OF 4.
TYPE B
PARALLEL APPLICATION
ROMWAY GRAPE
IN PERCENT
ER
MIMMUM RASP LENGTH
IN FEET
P' CURB 1 6" CRAB
0
4
6
1
5
7
2
5
8
3
8
9
4
8
2
5
D
15
8
14
15
END -SECTION 12" - 60" PIPE
-1U9 END ON OUTLET END -SECTIONS
;P-COT END ON NET END -SECTION
X
<LAW
CONCRETETO BE
E J 4000 MORROW
L B
M s�x
D E
PAY LINE
SECTION X-X END VIEW
END SECTION DIMENSIONS
PIPE DIAMETER
A
B
C D E
12"
4"
T-V
2`0"
4-0"
2.0.'
Is"
6"
4'-34
P-g"
4'-0"
-6"
IS"
B"
2'-3-
1'-B"
P-O"
TO.
21"
2'-I1"
2'4"
5'-W.
3'-6"
24"
3'O"
2-6"
6'-11,
4'-0"
37"
D
4-V
2'-T
6'-1-
}D..
L2
g..1 .,
5.-D.,
3311
36"
1'-31
5'-3"
2'-D ••
B'-1
8'-b'
42"
1'-9"
5'9"
2-1£
B'-2"
411.
2.-D..
g..D..
2..2..
8.-2.
T-O.
54'
2-!•
5'-5"
2' 9 .•
6'-2 •,
]•-6"
60
ALTERNATE END -SECTION 12" - 60" PIPE ES -I
x
a CONCRETE
TO
BE
A
1
L
-E-
END VIEW
SECTION X-X
END SECTION DIMENSIONS
PIPE DIAMETER
A
B
C
0
E
IT
4•.
2•.0'•
4.q00
0..9
2'_01-
I5•
50•
•-3•
3'-p
Bdmr
2•_V
184
B"
2.3"
3'-O"
64.,
6'-0'
2T'
9"
2.11"
Y-2-
6'-P'
3'-1"
24.
IOC.
T-7-
2.. g..
6..3"
4,-0,.
a]..
1 ..
4.-0..
T- .'
g.-P ..
4.-g..
SD..
L.O..
4..6..
1-2 '.
g..1 .,
g.-Bo
36"
I'-3"
5'-}^
I.-TOI'H
6'-0"
5'-}•
1'-2'1
48'
2..0,.
W_0.4
2..2"
8'-2..
].0..
Sv'
2 -!"
5'-,.
2 11•
6'-4.-
]'-6"
60"
2 6'
3-3"
8' 3
SECTION A -A
NOMBI SECTION B-B
1. WE STANDARD SAFETY SLAB (a-D IS TO BE USED ONLY WHEN SPECIFIED) IN THE PLANS
ON WE MANOR SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR "HOLES
UNCTION BOXES AND DROP INLETS HARM HEIGHTS GREATER TIGW 12 FEET THE SPCIItG OF
ADJACENT sIPEI'r SLABS SHALL BE III TO 12- WITH NO SAFETY SLAB LOL%,TED WTHIN 6 FEET
OF THE TOP DR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
MY BEET WE OF DO' DIAMETER OR GREATER.
2. WE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. WE CAST N PLACE DRAwIDS
P.
T
FOR FURTHER! DETAILS
PAY LINE
3. ACCESS OPENINGS ME TO BE STAGGERED FROM ONE SIX OF STRUCTURE TO THE
OTHER WHERE APPLICABLE. STEPS ME TO BE STAGGERED ACCORDINGLY.
B5 BAP B 8' C-C TYP.
R
NOTES:
4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE
WE LENGTHS SHOWN W PUNS ARE
GLASS M (DOW PSI). PRECAST CONCRETE 5 TO BE M (AND PSI. REINFORCING
'.'1
BASED ON END -SECTION DESIGN SHOW
STEEL TO IN ACCORDANCE WITH MRHTO MJt.
''t .'f t' 't "'t . •t .: .
ON THE LEFT, P THE CONTRACTOR ELECT5
5. ACCESS OPENINGS MAY BE 30" DIAMUER OR DO' SHAME. WHEN STRUCTURE WIDTH IS
SHOW
TO USE THE ALTERNATE DESIGN SHOWN ON
LESS THAN 30" THE ACCESS OPENING SHALL Y RELTUIGULM (STRUCTURE WIDTH BY
LES
THE ME GIFT. DOOMS WILL BE BY
TIC DIFFERENCE IN DMENSON 'D".
MONO).
TYPICAL PRECAST UNIT
xv=r
SPECIFIOAT
FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS ROAD ND BRIDGE STMDMDS TYPICAL CONCRE E SAFETY SLAB FOR DROP INLETSF REFEREN
W2" REV. 7/01 SHEET 1 OF I REVISION DATE MANHOLES AND JUNCTION BOXES
vN: II.v.A DEPARTMENT OF TRANSPORTATION D02
D2.01 WKg,y VIRGINIA DEPARTMENT OF TRN6FURTATION
DI
WP-2
A
aHD
B�L
MM
1B
TRUNCATED DGJESS
SEE SKEET 1OF 4 FOR DUALS
A
4'-0"
BACK OF
12.1 MAX.
A�M:1 MAx.
20 11
I I
SECTION A -A
I«2 ulN-
-PERMISSIBLE
CONSTRUCRON
DINT
SECTION B-B
NOTE' FOR GENERAL NOTES ON THE DETECTABLE
WMHNG SURFACE.
SEE SHEET
IOF 4.
A 4'SQUARE LANDING
_
AREA OUTSIDE OF
TRAVELWAY SHALL
3L
BE PROVIDED WITHIN
�i
THE MARKED
CROSSWALK AREA-
REacNE r-A51
R3E®CEIw
7 I CG-12
TYPICAL PLACEMENT AT INTERSECTION
AT INTERSECTION DIAGONAL VARIATION
WITHIN CROSSWALK WITHIN CROSSWALK
(WITH BUFFER STRIP)
TIP DESIGN TO BE USED FORCONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDINGCONSTRUCTII IF ATFTOPAOF WIN 9µP MINIMUM CURB RAMP LENGTH S FEET FOR NEW
OR
RATI
CG-12 DETECTABLE WARNING SURFACE
TYPE A (PERPENDICULAR) APPLICATION
VIRGINIA DEPARTMENT OF TRANWORTARW
Ate,
I FERMI CONST.
5'1111. ,DINT
L 1
Y�
AEJ TRUNCATED DOMES
III SEE SHEET 1 OF 4 FOR DETAILS
0 t TANGENT PLAN
U = STD. CG-2
y 4. 2,-p.,
II II BACK OF 12 : 4a:
CROSSWALK( 20 ' 1
TYPICAL PLACEMENT .: _
AT INTERSECTION
WITHIN CROSSWALK
SECTION A -A
NOTE: FOR GENERA. NOTES ON THE DETECTIBLE WARNING SURFACE.
SEE SHEET 1OF 4.
NOTE'
THE REWIRED LENGTH OF A PARALLEL RAMP
IS HATED TO 15 FEET, REGARDLESS OF THE
SLOPE.
'W CG-12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
GG-11
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY WIDE
IN PERCENT
MINIMUM RAP LENGTH
IN FEET
♦" WFS
8" CURB
0
2
I
2
5
2
!
s
3
!
6
♦
4
8
5 Z5
0
6
T
R
T
D
15
15
NOTE'
WE REWIRED LENGTH OF A PARALLEL RAMP IS
LIMITED TO 15 FEET, REGARDLESS OF WE SLOPE
a
3X
8_ n nW
II I
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
WE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
UTILITY SHIP MAY VARY TO MEET EXISTING HELD CONDITIONS
AND ROADWAY 0 OMEMICS PROVIDING THE DIMINSIONS AND
AR
E E M NOTED.
�2.1=
+3911^La '+
sW x
12 AT X DGE OF BGHER THAN
\\ AT,'K,W,.SAMEEIA6 TOP OF CURB
THIS COMBINED UPAR LEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED WITH ADJOINING BUFFER STRIP. UNDING AT BOTTOM OF TWO SLOPING SIDES
WITH 60" % ED" MIN. DIMENSIONS. THE SHORT PERPENXCULM RUN TO WE STREET
CM BE PROTECTED BY A LANDSCAPED SETBACK W CONNECTED TO THE SIDEW&K
WITH A WARPED SURFACE.
CG-12 DETECTABLE WARNING SURFACE
TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12-4. EDGE OF EASING PAVEMENT
(AS DETERMINED IN FELD)
TASK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT 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)
AB * MINIMUM T2 INCHES OR GREATER AS NECESSARY TO OUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES+
I. ASPHALT PAVEMENT WIDENING SAI HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE #PROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE WPTHS AND TYPES OF THE LAYERS OF E%5TINC PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROP05ED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3, A MINIMUM OF THREE CORES SHALL BE TAKEN &DING 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 WO FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO IMTCH THE
PROPOSED PAVEMENT BOOMSURFACE COURSE. UNLESS WAVED BY 11E ENGINEER.
5, THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXSTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXSTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROV& OF THE ENGINEER.
]. FIN& TRMSVERSE PAVEMENT TIETN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315-05k) OF THE SPECIFICATIONS EXCEPT THAT A.L.JOINTS
AT TE-IN LOCATIONS SHALL BE TESTED USING A D FOOT STRAIGHTEDGE Al ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.00(R) OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENING
REFERENCE
ROM AND BRIDGE STMDMDS
FOR WIDENING SUBJECT TO TRAFFIC
315
9EET 1 GF i
REVISION DATE
303.02
VIRGINIADOMEM A PARTOF TRNAPoRTATION
211
NOTES
t THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS AD F CAST N PLACE.
4000 PSI IF PRECAST.
3-COMBINATION CURB 6 GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CUR) SHALL
BE PAD FOR AS RADIAL COMBINATION CURB 6
GUTTER.
4. FOR USE WITH STMIUMD OPEN -GRADED
DRAINAGE LAYER. THE BOTTOM OF THE
CURB AD C T O! =emu OM BE CSTRUCTED
PARALLEL TO WE 5LOPE OF SUBBASE
COURSES AND TO THE DEPTH OF THE
PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG-T IS BASED
ON ROADWAY CLASSIFICATION AND DESIGN SPEED
AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
MANI
6. WHEN THIS STANDARD IS TO BE TED INTO EXISTING
BARRIER CURB, THE TRANSITION IS TO BE MADE WTHIN
10' OR THE CHANGE IN STNDAMS MADE AT REGULAR
OPENINGS.
7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER 5
USED. THE STMDMD ENTRANCE CURERS W STANDARD
CONNECTION EST STREET INTERSECTIONS ARE TO HAVE
THE MOUNTABLE CUB CONFIGUI INCORPORATED.
THIS AREA MAY SE CONCRETE AT
THE OPTION W THE CONTRACTOR
5022 I R201.04
-
EXPMSIGN JOINT 3'-10"
y
LO"�I' BAPS D APPROACI
FRPMULI COVER BACK OF
SDEWAK
.DINT fCUTTER
f{
BMs c
4••
SEE STANDARD IC-2.
2•
BM 0 WMpEt
cARM
Y A
>a STREET APPROACH SAME SURFACING
(SHOWN N BEM I AS MANINE ROADWAY (SEE NOTE 3)
SHOWN ON PLANS( N
GENERAL NOTES
L WHEN URED N L WITH STANDARD CC-3
m
_
BM$ C 6"6"6"
2" FFH
BAPS B
N'
p r
BM C
2
^-
I SUBBASE
HARDWARE
IRIgUS TO BEM
SHOWN ON FLUSH
O
OR CG-2. TIE CURB FACE W THIS STUDMO 5 TO
NEt FACE
BE /D.IIAIFD TO MAIM WE MOUNTABLE CURB
V
1- ARS F
° �
i
-=-
MS F
CLOTH
7
CC-2 W CC-8 L - - _ -
CGFIOURATIOIL
1
1 I
I
a w
_
WEEP HOLE
SEE NOTE
I
/
2. SEE STANDARD CG-12 FOR CUB RAMP DESIGN TO BE
_
-
"N
I
B 0 SIDEWALK
USED NTH TINS STANDARD.
, ._,
(ME w -____
b
STEP
E
STEPS'SE
NOTE 3) WTKNAL UNPAVED SPARE
3. MNNLBIE PAVEMENT SHALL Y CONSTRUCTED TO THE
o
II BM F BM a
BARS D
NOTE 5
- - - - n FLOW
R/W LINE (EXCEPT MY SUBGRADE STABILIZATION
"
FACE OF CURB
II GUTTER
6'
6"
a
RON
NEOWED FOR MANLNE PAVEMENT WHICH CAN SE
OMITTED N WE ENIRMCE.I
CR K CONTROL JOINT CRACN CONTROL JOINT
2•.p..
.
JOINT----�
EXPANSION
PLAN
SECTION A -A
„ JOINT
4. RMNL CURB W COMBRUTON WIN N!0 HATTER
6' MIN
'MIN
NOTE: MN "B• 2'-O' W M W MAINLINE ROADWAY
SHALL NOT SE CONSTRICTED BEYOND WE RIW lfE
EXCEPT FOR REPLACEMENT PURPOSES.
A%.
rJ-A
10 MA%'
KEYED CONST. JOINT
r
-I
SNOWX ON TYPICAL SECTION A!
L-VARIMLE - MAX. 20-
•.1 WARPED
PLAN VIEW
ENTRANCE NOTES
2'-0'
r�
B' 2' -6" 8"
' �B
3'-0"
2"
i=
GUTTER
^GPDPPCCA "
BARS
A
5. WHEN THE ENTRANCE RAM CANNOT ACCOM4WAn THE
TURNING REOUREMEMS OF ANTICIPATED HEAVY TRUCK
w"
MNLNE ROADWAY SLOPE
TRAFFIC. THE DEPTH FOR SIDEWALK M CURB RUBS
- - - -
- - w
•..
10' PARABOLIC CURVE (ENTRANCE SLY)
WITHIN THE LOTS OF THE RADISNaIL11 BE
INCREASED TO T'. (SEE CG-D)
B S C-
1 - - - - - - - - - - - - - - - - -
. ,T'
0
`OPTIONAL FLOEW'ELIN:OR
ex MAX. 0
SLOPE MAKE M - - -
S. PLANS ME TO INDICATE WHEN CONSTNUCTI()N OF A FLOW
- -
-r - - J
/�
BAPS F BM5 E I,_B iV
-
N'
_ - N (SEE
LIE 5 REWIRED TO PROVIDE POSIIUE MANAGE ACROSS
p p
y:3" gAMETER
BARS E
IIIRR NIAGWAY
- - - - --.�- - - -- - NOTE T)
THE ENTRANCE.
(V(F.�f�/lI I
WEEP ROLE FRONT ELEVATION
8"
T-6- 6- BARS
Bx MO. -- D
® --
]. THE DESRABLE AND MAXIMUM ENTRANCE CRAPE CHANGES
----
--I
(GUTTER REMOVED)
BM5 F
r/'
3.-0'
SLOPE CHANGE
D
'T. ARE LISTED N THE ALLOWABLE ENTRANCE GRIDS
TABLE. TREY VALUES ARE NOT APPLICASLE TO STREET
5' V
O MIN FOR
CONNECTIONS.
I
L�
5xl/( BENT PLA�TEs
: SECTION B-B
COMNERCIA ENTRANCE
INTERSECTION NOTES
"'
® CONSTRUCT WADE CHANGES WITH A PARABOLIC CURVE.
S. WHEN CO-11 IS USED FOR STREET CONECTIORS, THE
CONNECTION MUST BE DESIGNED N ACCORDANCE WITH
TVPE A NOSE DETAIL SHALL BE USED WITH CC- & CG-] STMDMDS
/ R °-; �
-'. -
ANSI POLICY UD THE APPLICABLE REQUREMENTS
SHOPPING
TYPE B NOSE CETAL SHAM BE USED WITH CG-2 6 CC-6 STANDARDS.
TYPE A TYPE B
GALVANIZID
SHEARC WELDED
SECTION A - A
SIGHOF T DSTOOANCN� MMSEU�ENMMENT&
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30'
CNNECiOR
TO ANGLESTUD RON AT
B. OPTIONAL ROWLNE MAY MOORE WARPING OF A
CONNECTORS AND IS TO Y ANCHORED WITH /2" X 4" STUD SHEAR
NOSE DETAILS
PORTION OF HATTER TO PROVIDE POSITIVE DRAINAGE
CR05G WEMTERSECTCN.
WELDED i0 BENT PLATE AT 2'C-C.
2„
CPR PAVEMENT
IT-11IB
ALLOWABLE ENTRANCE GRADE CHANGES
DI-3A L
I-1
DI-SB L
DI-3C
C"-I
L
- WARPED PAVEMENT
M a -
a ASS N
All,
TECONCRE
U M. • M
SECTION C-C
ENTrIMCE Vq.LME
COME CHANCE
OESRABIE NOMW
NON
MARE TRIM 1500 VPD
0 x
] x
IEOIIM
SO0-(Soo wD
ssx
6z
LOW
I LEA r.5W VPO
56%
8X
H
=t I I - - - - FLOW FLow I Flow
1 1 1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
NOTE, &LOWAKE ENTRANCE WADE TABLE 5 NOT
FOR USE N SAGS
BOTH SIDES TO BE SYMMETRIC&
WITHOUT GUTTER
APPLDABLE TO STRUT CONECDONd
Sad""
METHOD OF TREATMENT
XVDOT
twoT
ROAD AND BRIDGE STANDARDS
STANDARD CURB DROP INLET
SPECIFICATICN
REFERENCE
SPECIFIC,
REFERS
ROC AND BRIDGE STANDARDS
105
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)
REVISION GATE
SHEET 1 Of 1
SHEET I OF 2
REVISION DATE
12" - 30" PIPE: MAXIMUM DEPTH I • 8'
2J3
502
w2
104.09
OB/10
VIRGINIA DEPARTMENT OF TRANSPORTATION
302
VMGNA DEPARTMENT OF TRANSPORTATION
G0304
-y 2' j.- I" R
4. r"1'
• D. • D. • D • D. • D °, 1
D tL IS _
--------- THE BOTTOM OF WE CURB AND
- PATTER MAY BE CONSTRUCTED
LOPEOF
PARALLEL THE SLOPE OF
M. DO SOUP F171" PROVIDED A
M. DEPTH W T" IS NANTANED
8" VDOT 21A Compacted
Stone Under Curb
COMBINATION 4" CURB & GUTTER 105
VIRGINIA DEPARTMENT OF TRANSNORTATMN 502
CG-8
NOTES:
I. THIS ITEM MY BE PRECAST W CAST N PLANE.
2. CONCRETE TO BE CLASS AT IF CAST IN PLACE.
4000 PSI F PRECAST.
3. COMBINATION CURB % GUTTER HAVING A ROM
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHILL
SE PAID FOR AS RADIAL COMBNATDN CURD 6
GUTTER.
4 FOR USE WITH STMLIZED OPEN-GRDED
MANAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER BE CONSTRUCTED PARALLEL
TO THE a SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
S. ALLOWABLE CRITERIA FM THE USE OF
CGHI IS BASED ON ROADWAY CLASSFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
R W WE VWT ROM DESIGN MAII
D
B"
•
1":p
THIS AREA MAY BE CONCRETE
AT WE OPTION OF THE CONTRACTOR
8" VDOT 21A Compacted
Stone Under Curb
A
COMBINATION 6" CURB & GUTTER
REV. 9/GI
VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
Albemarle Couary
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 nim m information required on the drawings. additional infomlation
maybe 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 firm and individual preparing the drawings on the title sheet
3. "As-buulf` must be labeled on the drawings with the date of preparation or revision
4. The constricted location of all items associated with the road constniction must be shown- The item
include. but are not limited to the following:
a. Horizontal Ugnment - Show and label measurement points. and an interpreted line between
measurements- Show the as -built centerline over the design centerline. Distinguish between the design
elevation and as -built by labels and line type. Measurements shall be at each station as a minumur" and
at frequent enough imenats to accurately portray 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 consmution
b. Vertical alignment - Show and label measurement points- and an interpreted line between
measurements. Show the as -built centerlme over the design centerline. Ihstin_guich between them by
labels and Ire type. Write the constructed vertical elevations adjacent to the design elevations.
Distinguish between the elevations by striking a stngje 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 III provide cunature 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 radu for all intersections and cul-
de-sacs. Edges for sidewalk. as well as ramps and curb cuts must be included.
c. C'uIr errs, Pipes and Drainage Structures - Display the installed type of drainage structure.
culvert pipe size. material. inlets or end treatnent(s). mlet 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 guardl 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 easemems. 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 anypedestals or other features.
4" - 3,000 PSI CONCRETE
d d,
4" - VDOT #21A BASESTONE
0000000000000000
II I IIIII I IIIII I IIIII I IIIII COMPACTED SUBGRADE
TYPICAL SIDEWALK SECTION
C10 / Not To Scale
2" OF SM-9.5A SUPERPAVE
6" - VDOT #21A BASESTONE
0000000000000000
1 1 11 III 1 IIIII 1 III I I II I II I I- COMPACTED SUBGRADE
z \TYPICAL DRIVEWAY SECTION
C10 / Not To Scale
3' CLEAR ZONE
54.0' ROW
VDOT STD CC-6
CURB AND
GUTTER, TYP.
12.0' 12.0'
TRAVEL TRAVEL
2.0' r2.
0' LANE LANEr607-
AND 5.0'2.0%0% 2.0% 2.0% 20%
_r LSCAPING "Eli-Uri�1TiL1�i!'I�rT'-.
STRIP, TYP. 1.5" SM-9.5A ASPHALT
4.0" CLASS A3 GONG. 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.
ATYPICAL 24' ROW CROSS SECTION
C10 ) Scale: 1"=10'
3' CLEAR ZONE
54.0' ROW
VDOT ST CG-6
CURB AN
GUTTER, YP.
9.0 10.0' 10.0
PARKING TRAVEL TRAVEL
5.0' �%0)y� LANE LANE 6.0' 5.0
2.0% - 2.0%
20% 2.0% 20%
- - _-
1-YI-.I-. I- I I I-. I- I-
LANDSCAPING-iEliH-',IT1T�1TITITiI'III III'ITT"-
STRIP, TYP.
4.1.5" SM-9.5A ASPHALT
SIDEWALK
CLASS A3 CONC. 3.0" IM-19.0 ASPHALT
SIDEWALK (TYP.) 6.0" VDOT #21A
4.O" 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' e�M
ROW DEDICATION
CURRENT BL''
r"".°'
POSED BL
PAVEMENT
VDOT CG-6 "'
DESIGN BY
STD. CURB '
OTHERS
& GUTTER ''
MEDIUM
EX. EOP
�6'
STREET
TREES
10' EX.TRAVEL
11' FUTURE
2 5'
ANDSCAPE
61'�
TRAVEL LANE
DEWALK
r LANE
C
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.
s 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
T
U J[J ;I
Li . .43183
A� Irf4ltt ��
0 /J
AC)�,SSIO]YAL g��
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.
3) 2020.10.08
4) 2021.11.08
FILE NO.
SITE DETAILS
19.029
C10
COVER LIFT NOTCH
12 3/8"
WATER
CAST
J
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
(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
ACKFILL 4JMI
B" B"
MIN MIN. #68 STONE
NOTE
1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
VALVE
NTS
FIG. W-2
TD-2
0
24•MIN ""'Y"`"
UNDISTURBED EARTH)
PTAN
g F.-1 -CUISS A-3 CONCRETE
UNDISTURBED
B" 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
10-6
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREA -
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
iIL9E9:133d;LiT��
II ADJUSTABLE TRAFFIC RATED
II 7VALVE BDX W/ LID
z u
n
z
WATER
- � M -iE -L E
LINE
2500 P.S.I. '
CONCRETE 8 e 2'. 2' BEARING AREA.
THRUST BLOCK -,4
NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE
TYPICAL GATE VALVE
NTS
FIG. W-5
J
I
\I c
lam:
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
2.00
2.25
2.60
0.15
22 1/2
1.50
2.00
2.52
0.1E
2,0E
2.25
2.5E
0.15
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
811
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
1.66
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
2.53
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
1 0.1a
THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
USE 250E 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
COPPER SOFT
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
VARIESrVARIES
ALVE BOX
J. PLUG
I•I� �InA
^\\\ 77a'�N"^
`-RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
THREADED COUPLING
PVC SLEEVE
-
BRASS NIPPLE AND PVC
CAP
I
LUBRICATE ALL THREADS
THRUST BLOCK
METER BOX (SEE FIG- W-7)
VALVE
NO. 57 STONE
M.J. FITTING
�2"
PIPE SLOPEC
/B IeNO
TO DRAIN IF
GRADE ALLOWS
\\\ VARIES:.
VARIES
2" BRASS PIPE
WATER MAIN AND
VALVE 2" THREADED TAP
ARE SAME SIZE
PLUG
DEAD END
(TYPE "A")
TYPICAL
BLOW -OFF
ASSEMBLY
NTS
FIG. w-8
1D-19
E
IN
• IP.-P
�IN
IN
250E P.S.I. CONCRETE ,,.• '` T'
BASE AND THRUSTq
BLOCKAGAINST
UNDISTURBED
TURBED 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 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 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.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
-.!e' MKE FIRE COUPMNO
O
r TYPE •N-
SVT EOPPrn
FORUSE A FXMIL,
PESTDENTIAL SEANCES OR DUAL RE�IIEl T=L
AL PEP R DUAL
Auv IR%cATW spNMCES
f.1-n' TFE
IN1C
� 1
ND SVEAI[D FlTMOS
�
DUAL SERVICE
4
I- COMNOMCh . 3/1' N•IE 'ICE =PUNC
OR APPRONID EQUAL
k PE '
SOFT COPPER
Qi
ON UETAWEa
F111G
RESLSE
ERE A
RL4CFI.RAL SEAVICE MICXE AN IP.IGAnOV
MFRR 5 xal rneONl>m
SINGLE SERVICE
E
t. a e:LE '-.H-LL -E .. fl: ON PVC: pPE
r cAST wcnr uO
` hHHED GRADE
OE ON
Ps-
t
✓ L-caPdunw siaP�
`v,�•,D%,,eFe �C'-�� nEiE55APT
sMID OR Ousr,m
BON /Jlo RTCI I>-MCX
:r. Ks:�,� UD aALE¢n ROCK 1 7
�:y,Y,n.P`Frl .f: LIWG STONE 0OCXFE '::: :1
WNMW MCKNES51.''z`.mYrv:1
Sr'EC. iO> XD Sx IE.�E':aTE
TYPICAL SERVICE
LATERAL INSTALLATI-N
(5/8"
& 1" METERS)
NTS
FIG. W-6A
TD-10
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERMCE 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" (51mm) LETTERS
BE CONNECTED USING A PIPE SADDLE.
VARIES
O (RECESSED FLUSH)
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%ill
PER FOOT �1
�70'f� �1D't-+
0
(1/4" )
5' �10,� 5'
/1 [25mm]
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
\RDI /
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
(2) CLOSED
r q,�y PICKHOLES
OF 3 FEET.
SPN
� 1 1/2"
SALT
TREATED
[38mm]
FINISHED GROUND 2 x 4
MARKER
WATER SEWER
A
Z
g
Of
LOCATION OF OTHER UTILITIES
CGAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
T
r o 0
�z
m SEW w
y
(2) CORED
EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM
PICKBARS
PLUG ENO OF
WATER 6 SEWER 30' MINIMUM
p
MAIN LINE SECTION SERVICE LATERAL
-n 1 1/8" (29mm) DIA BOSS
45.00"
• SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER M SEWER SYSTEMS.
D 1 1/2"
� 27 1/2 DIA [38mm]
[699mm]
m 26 1/4" DIA 178mm
J [ ]
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
2s" DIA 1 1/2"
�]F� [667mm]
90 [660mm] [38mm]
1/4' (3mm) 3 1/8"
IN LINE WYE-TEE
90' TO THE RIGHT OF WAY.
GADIA
24" DIA I NEOPRENE SKET [79mm]
PLAN
[sosmm] I
O zz
VARIES
R
C 28 7/16" DIA 5/8"
'� [722mm] 116mm] 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
T➢-1
SHIMP
ENGINEERING-2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T
UJU ?
Li . . 4 183
7-
0
it 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.
3) 2020.10.08
4) 2021.11.08
FILE NO.
ACSA DETAILS
19.029
C�
FRAME &COVER
(SEE FIG. S-I-D,E)
STREET SURFACE OR
NON -PAVED AREA
w
SLOPED AREA
�
ING BACKFILL SHALL
ONTAIN ROCK MATERIAL
R THAN 5 IN ANY
SION
1'-0"
MAX
2'-0"
L BACKFILL+
3000 PSI CONC. BASE
8 MIN LIFTS)
EMBEDMENT
OROUGHLYCOMPACTED
fN
BENCHSLOPEDTOFLOWYHANDORAPPROVEDRUBBERCOATEDSTEELSPRINGLINE3'-0"MINCHANNEL1/4"1'MINOFPIPEECHANICALTAMPER
STEPSCASTINPLACENCHINGPRECASTREINFORCED�N0.68STONECONCRETESECTIONS12MINDING4"max"0"RINGSEALSi6"MAXNDATION(SHALLBE
MINIMUMELEVATIONBRANCH
12DITIONSAREUNSTABLEFROMINLETTOOUTLET5
UIRED WHEN SOILDIFFERENCE
ACROSS M.H.5" 4'-0"
PIPE)
SHALL BE 0.20 FEET.
VARIES
-
DEPTH OF FLOW CONCRETE
FILLETS
q
2.
CHANNEL TO BE
3/4 DIAMETER OF ,
L12
CONTRIBUTING -- =-s—_
NOTE
SEWER.
�
•
A FILLETED INVERT OR A SMOOTH
.fie
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
TRANSITION OF FLOW BETWEEN
NOTE:
BACKFILLED ENTIRELY WITH N0. 21A STONE.
INLET &OUTLET PIPE SHALL BE
FLEXIBLE CONNECTION
WITH STAINLESS STEEL
ALL CONNECTIONS TO
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
PROVIDED.
MIN. 6" BEDDING
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68
NOTE
W/ N0. 68 STONE
BAND
�
EXISTING MANHOLES SHALL
STONE SHALL BE PROVIDED
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
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED &GROUTED
INSIDE AND our.
TYPICAL
MANHOLE
PLAN
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
1A 2A 3A 4A SA
540 o rn 540
M
535 Fn M � _ _ ^ 535
Z N d M
zf3— M
530 z N - `n ,� 2 `� ,� 530
SAN SEWE� A! TO A2 FROM ADJACENT
PROFFIT ROAD CONSTRUCTION. REFERENCE
W H _
525 525
X. GRADE--
520 N ' 520
m o
amCROSSING COMPACTED i o
�STORM 515
— > a 2S7
�— >—
> >—FILL�n
510 > 510
COMPACT[[ D
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+00 5
1 SAN. SEWER 1A-5A
C12 SCALE: VERT. 1"=10' HORIZ. 1"=30'
550 550
545 545
540 0 540
m /
535 ^ 0 535
r
W H _ SOR
530 WE 530
525 525
520 SDR_ N 520
51,42 El- DIPO O
N N
cc;
515 515
Z
O —
> _ Z_
510 510
505 \ _ _ _ 505 SHIMP
500 500 ENGINEERING
LAND PLANNING -PROJECT MANAGEMENT
495 495
912 E. HIGH ST. 434.227.5140
�g 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 °
2 SAN. SEWER 2A-2D
C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' pyT ap
f
O 14
U JU >
Li . .4 183
545 545
A0
0
540 540 ��`rSI01YAL 8�
535 00 / N 535
o
2 a
N
530 z N W 1 _ 530
ING
FINAL SITE DEVELOPMENT PLAN FOR
525 525 PROFFIT ROAD
520 - 520 TOWN H O M ES
rn o
NORTH
515 _ > 515
- 55 ALBEMARLE COUNTY, VIRGINIA
510 10+00 1 o+50 11+00 11 +50 12+0010 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.
3) 2020.10.08
4) 2021.11.08
FILE NO.
19.029
SAN. SEWER PROFILES
C12_,
550
545
540
535
530
525
520
515
510
505
soo
0 0 - 10+50 11+00 11+50 12+00 12+50 13+00
18" SUMP
>z
STORM SEWER Al-A7
= C13 SCALE: VERT: 1`10' HORIZ: 1"=30'
520 520
515 515
510 l 510
� N
O N
505 N o ^ 3 f 505
w
500 "' J _ 500
495 �.y 495
490 490
485 485
480 480
475 10+00 10+50 11+00 11+50 12+00 12+50 13+00475
(a:)STORM
SEWER
F1-F2
C13
SCALE: VERT:
1"=10' HORIZ:
1"=30'
535
530
525
520
515
510
505
500
495
490
495
3
STORM
SEWER
B1-B7
C13
SCALE: VERT:
1"=10' HORIZ:
V=30'
M
O
M
M
M W
O m
I00
WH�
ZNfl'
Q
xom
+ M+
0 p+
oN
0
oN
W��
r
f N
CROSSING
WL
WL
��
�3
0
SAN.
CROSSING
F
0
�-
15' HP-
3.08 . N
CRt
0
.
0
Q N
00
/
_
-- - ----
_ ---
------
9.70 LF 15" HP -STORM ®2.93
o
ooN
o
P-STORM
N
®1.79% =z
o>
N
M
o
_
400 LF 15 o
51.92 15'
HP-STORM @ 5.39%
�zz
NP'
�
550 535
545 530
540 525
535 520
530
515
525
510
520
505
515
500
510
495
535
530
525
520
515
5%
ACTED
510
505
5 T00
ED
5
o
rn
M
N
"'
0J
,R
VVL-
-- --
"'
"' "'
i4
10+00
10+50
505
00 5 STORM SEWER B5-B5A
13+5D
C13 SCALE: VERT: 1"=10' HORIZ: 1"=30'
E2 E3
520
515
510
505
500
495
490
485
480
475
520
515
510
505
500
495
490
485
g480
10+00 10+50 11+0075
s STORM SEWER E1-E3
C13 SCALE: VERT: 1"=10' HORIZ: 1"=30'
I�IIIIIIIIIIttlaet41au7al:aaila'��
_.
Y .,.1-
Illll:d'1�7r1118
�
IIIII�L�11�I
�3C-�I11�1
41
fi7�I11�1
OWMA�11�I
�i21��11�1
IIIIIIIIIIII�
IIII�/.4.1����
Imo•.
�1�ufdr-�-'F�iKxn�sx11�
E1�e17if�ll�
IIIIIIIIIIla�1�
Illllllllll�--�
-
IIIIIIIIIII�-��
520
515
510
E
f C15)
505
500
495
y490
485 Z10+00 10+50 5
7 STORM SEWER CI-C2
C13 SCALE: VERT: 1"=10' HORIZ: 1"=30'
C1 C2
520
515
510
505
500
495
490
IIIIIIIIICiC�
IE71f�3F
IIIIIIIIII�Il�3�
INNIS11
I�
n
I�Iti711r1r15iSRS!!51lIIn
'
�IIII
1 1
u 5.
OWN
NOW
525 - + ' - " - 525
-
520 520
515 515
510 510
505 m 505
500 500
495 495
490 g490
485 10+00 10+50 5
8 STORM SEWER B3-B3A
C13 SCALE: VERT: 1"=10' HORIZ: 1"=30'
LD-229 Storm Drain Design Computations
Proffit Rd TH North
From
To
Catch.
Runoff
Increment
Accum.
Total
Total
Total
Up
Down
Pipe
Invert
Pipe
Pipe
Velocity
Flow time
Structure
Structure
Area
CDef
AC
AC
TOC
Intensity
Flow
Invert
Invert
Length
Slope
Diameter
Capacity
Increment
ac
min
ir/hr
cfs
Elev.
Elev.
ft
%
in
cfs
ft/s
min
1
2
3
4
5
6
7
8
9
10
11
12
1 13
14
15
16
17
A7
A6
0.24
0.71
0.17
0.17
5.00
6.81
1.17
524.00
521.20
59.81
4.689/6
15
15.1
7.2
0.14
A6
A5
0.09
0.71
0.07
0.24
5.14
6.77
1.62
521.00
519.20
30.30
5.940/6
15
17.1
8.7
0.06
A5
A4
0.45
0.71
0.32
0.56
5.20
6.75
3.76
519.00
515.20
126.88
2.99%
15
12.1
8.7
0.24
A4A
A4
0.35
0.71
0.25
0.25
5.00
6.81
1.69
519.00
517.00
28.65
6.98%
15
18.5
13.2
0.04
A4
A3
0.22
0.71
0.16
0.96
5.04
6.80
6.53
515.00
512.20
55.77
5.02%
15
15.7
12.2
0.08
A3
A2
0.09
0.71
0.06
1.02
5.11
6.78
6.92
512.00
511.00
27.54
3.63%
15
13.3
11.0
0.04
A2
At
0.17
0.71
0.12
1.14
5.15
6.77
7.72
507.50
505.50
19.54
10.249/6
15
25.0
18.0
0.02
67
B6
0.33
0.71
0.23
0.23
5.00
6.81 157
522.50
521.70
27.90
2.870/6
15
11.9
6.6
0.07
B6
65
0.16
0.71
0.11
0.34
5.07
6.79
2.32
521.50
514.20
153.34
4.769/6
15
15.3
8.9
0.29
B5A
B5
0.46
0.71
0.32
0.32
5.00
6.81
2.19
515.00
514.20
33.12
2.420/6
1_5
10.9
6.9
0.08
135
64
0.30
0.71
0.22
0.88
5.08
6.79
5.97
514.00
513.20
30.77
2.60%
15
11.3
9.3
0.06
134
B3
0.18
0.71
0A3
1.01
5.14 Nie
6.77
6.81
513.00
509.20
124.05
3.060/6
15
12.2
10.2
0.20
B3A
93
0.40
0.71
0.28
0.28
5.00
6.81
1.93
510.00
509.20
33.01
2.429/6
15
10.9
6.7
0.08
133
B2
0.23
0.71
0.16
1.45
5.34 jt
6.71
9.74
509.00
508.40
28.82
2.080/6
18
16.4
9.7
0.05
D
B2'
0.18
0.71
0.13
0.13
5.00
6.81
0.86
512.80
508.54
5.00
85.20%
18
35.60
3.5
0.02
132
Ell
0.00
0.00
0.00
1.58
5.39 -
6.70
10.56
508.20
505.00
166.05
1.93%
18
15.8
9.6
0.29
C2
C1
0.21
0.71
0.15
0.15
5.00
6.81
1.03
505.00
504.00
14.30
6.990/6
15. r
18.5
8.1
0.03
F2
F1
15.70
0.40
6_.27
6.27
20.0.0
4.17
26.1_7_
493.10
485.70
218.00
3.39%
60
63.9
8.2
0.44
_
E3"
E2
1W
4.35
497.00
495.00
19.60
10.20%
62.6
11.5
0.03
E2"
E1
4,35
493.00
489.00
36.00
11.11%
24
65A
11.8
O.D5
G
G
0.34
0.67
0.23
0.23
5.00
6.8
.40.
50.00
1�unn�
3.0111%
8.8,...
a&
nos,
'Connection from trench drain D to 132 is a
manufactured Inserta-tee fitting
"10 yr Flow from HydroCAD
model
9 VDOT: LD-229
C13 NOT TO SCALE
Proffit Rd TH North
LD-204
Stomrwaler
Inlet
Can
on
Inlets
on Grade Only
Sag Inlets
Only
a
_
qp
8
e
vg
n
m
g'
rn
x
m
x
t7
Q
'o
"o
2
to
'e
z
w
a
c
m
o
m
in
U
Ci
2
UE
O
O
O
s
0
a
a
r- v4
❑
ae
O
O
U
o
1
2
3
4
5
6
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
(ft)
(ac)
(in/hr)
(cfs)
(cfs)
(cfs)
(T)
(T)
(T)
(ft)
(ft)
(cfs)
(cts)
(ft)
(ft)
(ft)
A7
DI-3C
6
0.24
0.71
0.17
4.0
0.69
0.00
0.69
0.015
0.005
0.020
0.083
0.10
0.5
0.20
5.27
6.5
1.12
0.00
1.12
0.14
0.5
0.27
6.99
A6
DI-36
8
0.09
0.71
0.07
4.0
0.27
0.00
0.27
0.015
0.025
0.020
0.083
1.53
0.10
100.0%
0.27
0.00
6.5
0.44
0.00
0.44
1.80
0.13
100.0%
0.44
0.00
A5
131-36
8
0.45
0.71
0.32
4.0
1.27
0.00
1.27
0.015
0.025
0.020
0.083
4,62
0.21
99.4%
1.26
0.01
6.5
2.06
0.00
2.06
6.28
0.25
89.7%
1.85
0.21
MA
DI-3C
6
0.35
0.71
0.25
4.0
0.99
0.00
0.99
0.015
0.005
0.020
0.083
0.13
0.5
0.25
6.54
6.5
1.61
0.00
1.61
0.18
0.5
0.35
8.41
A4
DI-313
6
0.22
0.71
0.16
4.0
0.62
0.01
0.63
0.015
0.022
0.020
0.083
2.38
0.17
100.0%
0.63
0.00
6.5
1.01
0.21
1.22
4.49
0.20
90.0%
1.10
0.12
A3
131-313
8
0.09
0.71
0.06
4.0
024
0.00
0.24
0.015
0.020
0.040
0.083
1.52
0.13
100.0%
0.24
0.00
6.5
0.40
0.12
0.52
2.16
0.17
100.0%
0.52
0.00
A2
131-313
8
0.17
0.71
0.12
4.0
0.48
0.00
0.48
0.015
0.020
0.040
0.083
1.97
0.18
100.0%
0.48
0.00
6.5
0.78
0.00
0.78
3.40
0.19
100.0%
0.78
0.00
B7
DI-3C
6
0.33
0.71
0.23
4.0
0.92
0.00
0.92
0.015
0.006
0.020
0.083
0.12
0.5
0.24
6.27
6.5
1.50
0.00
1.50
0.17
0.5
0.34
8.12
86
DI-3B
6
0.16
0.71
0.11
4.0
0.44
0.00
0.44
0.015
0.020
0.020
0.083
1.90
0.16
100.0%
0.44
0.00
6.5
0.72
0.00
0.72
3.15
0.18
100.0%
0.72
0.00
135A
DI-38
8
0.46
0.71
0.32
4.0
1.29
0.00
1.29
6:615
0.020
0333
0.333
5.04
0.22
106.0%
1.29
0.00
w. 2x3 Grate
6.5
2.09
0.00
2.09
6.74
0.26
100.0%
2.09
0.00
B5
DI-3B
8
0.30
0.71
0.22
4.0
0.86
0.00
0.86
0.015
0.020
0.250
0.25
3.71
0.19
100.0%
0.86
0.00
6.5
1.40
0.00
1.40
5.32
0.23
99.4%
1.39
0.01
B4
DI-3C
6
0.18
0.71
0.13
4.0
0.51
0.00
0.51
0.015
0.005
0.167
0.167
0.08
0.5
0.16
4,27
6.5
0.83
0.01
0.84
0.11
0.5
0.22
5.90
B3A
DI-38
8
0.40
0.71
0.28
4.0
1.13
0.00
1.13
0.015
0.060
0.084
0.084
2.84
0.18
100.0%
1.13
0.00
6.5
1.84
0.00
1.84
4.40
0.21
100.0%
1.84
0.00
B3
DI-28
8
0.23
0.71
0.16
4.0
0.64
0.00
0.64
0.015
0.060
0.001
0.001
1.79
0.16
100.0%
0.64
0.00
w. 2x3 Grate
6.5
1.04
0.00
1.04
2.58
0.17
100.0%
1.04
0.00
C2
GRATE
2x2
0.21
0.71
0.15
4.0
0.60
0.00
0.60
0.015
0.100
0.100
0.10
0.5'
0.20
2.00
6.5
0.98
0.00
0.98
1 0.14
0.5'
0.29
2.44
' Curb height represents height of critical adjacent grade.
10 VDOT: LD-204
C13 NOT TO SCALE
535
530
525
520
515
510
505
500
495
490
417
Proffit Rd TH North
Inlet Drainage Area Summary
Impervious C 0.9
Pervious C 0.3
To Inlet
Area
Impervious Turf
C
A
jjFliiiiiiiiiiiiiiiil
A6
AS
10,590
4,125
19,540
7,201
2,805
13,287
10,377
6,487
2,553
4,998
9,642
3,389
0.71 0.24
0.71 0.09
0.71 I 0.45
0.71 0.35
0.71 I 0.22
0.71 0.09
0.711 0.17
0.71 0.33
0.71 0.16
1,320
6,253
4,883
MA
15,260
A4
A3
A2
37
B6
9,540
3,755
7,350
14,180
3,053
1,202
2,352
4,538
6,815
4,634
2,181
135A
B5
19,825
13,255
9,013
6,344
4,242
0.71
0.71
0.46
0.30
134
133A
63
7,830
324
2,506
5,578
3,162
0.71
0.18
17,430
9,880
11,852
6,718
0.71
0.71
0.40
0.23
D 7,775 5,287 2,488 0.71 0.18
C2 9,295 6,321 2,974 0.71 0.21
F2 684,100 113,256 570,844 0.40 15.70
G 14,860 9,160 5,700 0.67 0.34
DITCH 2A
6,880
860
6,020
0.38
0.16
DITCH 28
15,230
0
15,230
0.30
0.35
DITCH 2C
5.005
0
005
0.30
0.11
11 INLET DRAINAGE AREA SUMMARY
C13 NOT TO SCALE
Proffit Hd Townhomes North
Modified LD-268 Roadside and Median Ditch Desian Form
Ditch
C
A
CA
TOC
Side
_:1 L
Slope
-AR
Min
(tuft)Slope
Max
Slope (tuft)
Storm
Intensity (in/hr)
O (cfs)
Veliocty (fips)
Earth
Vel..3
Protective Lining
I Paved:
On C 2 Velocity* Depth" On n Depth
INCR
ACC
1
4
4
0.050
0.050
2-Yr
-
-
4.0
10-Yr
-
4.35
0.22
2.95
0.61
2A
0.38
0.16
0.06
0.29
5.0
3
3
0.024
0.027
2-Yr
5.17
1.49
4.0
0.07
1.93
0.52
10-Yr
6.81
1.96
0.10
2.07
0.58
213
0.30
0.35
0.10
0.39
6.0
2
2
0.035
0.056
2-Yr
4.93
1.94
4.0
0.10
3.04
0.63
10-Yr
6.53
2.57
0.13
3.27
0.70
2C
0.30
0.11
0.03
0.43
6.0
1 2
2
0.110
0.162
1 2-Yr
4.93
2.11
1.1
0.11
4.58
0.53
10-Yr
6.53
2.79
0.14
4.91
0.59
Velocity calculations performed using maximum slope for this application
'•Depth calculations performed using minimum slope for this application
12 VDOT: LD-268
C13 NOT TO SCALE
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T
UJU sxtmp?
Li . .43183
O
.C+�SSIO]YAL g��
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.
3) 2020.10.08
4) 2021.11.08
FILE NO.
19.029
STORM SEWER PROFILES
C13
A
%OT EST&
TO FOR EASY
HDAD /LI
A
C
I 4„x B.y.
PLAN a wi NEW AM, II a attSTi�
ILIRMM PLATE �F COMP.M." WITH POST
WTERV
4'-D"
U.TYPE ROLLED
$ RML STEEL POST
N OUE AT I.JJ L95.IFT, OR
pNIETER µLWn /.
WUNR,A O.TB 3'I-O'•
p LBS.IfT. 1
Y I Yam,
UNDERDRAIN OUTLET
MARKER DETAIL
SECTION A -A NOTES:
I. TYPE& ErgWKL TO BE PUKED AT THE ENDS OF µL NICERDRMI WRET , BARRIO LOCATIONS
WW ERE 4CERDROH 5 TEO INTO OTHER WNU4F STRLCTLPES. ENGN&L TO SE RIFERPENdMM 10 ROADWAY MO FLUSH WITH THE SLOPE.
PPE LD.
SLCPE
OINENS✓WS
L H
CONCRETE
CUdC Y.
GII
4•'
.n
4.5••
OTB
1'Y'
wy
G�1
B'
or
va" ra
G.ss
1. WTLEi PPE5 SPI RE ID NCWPERFCRATEA, SNED BpE PPE, MEETING 11E REWRELENTS
OF TO P4 TESTED ACCORDNG TO ARTY 2412.
3. GU LBS PER SQIEL.IEFT IESH SN�9YLL BE GILV EED HAW SO RNICE WI}APPROX.N MR.
TMTAND A-1123. THHE MESH
9VLl EXTEND A IRMM OF I" ABOVE THE GO, OF THE PRE. AND IS A WREN FDA RODENTS ETC.
TIE ROT FOR THE STEEL MESH IS TO BE Cg91N1C]ED SO THAT TIE WORNCM SE NEWV�O FOR
G,,AA, T PURPOSES.
4. }NS I}b MAY BE AiECAST W CAST N PUCE.
5. STEEL POSTS MD RATES TO BE PRINTED CN GHVAHM INACCONDMCE WTH THE KNO AND
BRIDGE SPEGPKATMS. E P/pIEO THE FOUL COAT SNAIL BE AD.13 µURBAN PAW DR
NO.II WHIT PANT,
S. MANNER TO BE PLµDED AT OUTLET END OF µL LINDEMAN NSTA-LATIONS SA NW LOCATIONS
ENERE INCENMAN 5 TO WIG OTTER DRAN.WE STRUCTURES.
]. ~N'R WILL BE PRO FOR IN /CDOI WI.H SECTION SOT OF THE ROM AND BRCS
RM 7/03 S�ECRC410Ni
STANDARD ENDWALL FOR PIPE UNDERDRAIN "°"a
T33
WRGINIA DEPMETLNT OF' TRANSPORTATION SLIT
g13T
01
s STANDARD EW-12 DETAIL
C14 Not To Scale
PIPE OUTLET CONDITIONS
0
AKLA WITH NU ULFINLU
CHANNEL
�L° 1 0 _
7< >
Fpmmg",
II 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 3AB-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
F1
25.75
20.0
3.00
9.00
9.0
12.0
Channel
201"
-
•• a .. .�._. _....."..�...
E
5378
SYSTEM AREA
REA A(PIP)
308
SYSTEM PERIMETER IS)
PROPOSED ELEVATIONS
51925
MAXIMUM ALLOWABLE GRACE (TOP OF PAWMENTIUNPAI
510,75
MINIMUM ALLOWABLE GRACE (UNPAVED WITH TRAFFIC)
_
510.25
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)
_
510,25
MINIMUM ALLOWABLE GRACE (BASE OF FLEXIBLE PAVEM
510.25
MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)
_
509,25
TOPOFSTONE
_
508.25
TOP OF MC4500 CHAMBER
W5.70
18" TOP MANIFOLD / CONNECTION INVERT
505.17
24" TOP MANIFOLD INVERT
603A4
24" ISOLATOR ROW CONNECTION INVERT
SDBA4
24" BOTTOM MANIFOLD INVERT
TIER 1 DEEP COVER SPECIAL PROVISIONS
1. INSTALLATION REQUIREMENTS SHALL BE AS SPECIFIED IN THE
STORMTECH DESIGN MANUALS AND CONSTRUCTION GUIDES
EXCEPT AS MODIFIED IN THESE SPECIAL PROVISIONS.
2. ATTENTON IS CALLED TO TABLE 1 -ACCEPTABLE FILL MATERIALS'
IN THE STORMTECH CONSTRUCTION GUIDE AND ALL OTHER
APPEARANCES OF THE'ACCEPTABLE FILL MATERIALS TABLE. FOR
AREAS OF THE SYSTEM WITH COVER ABOVE T FEET (2.1 m) FOR
THE MCA50D AND ABOVE 8 FEET (2A m) FOR THE MC3500,
EMBEDMENT STONE SHALL BE COMPACTED WITH 3 PASSES OF A
WALK BEHIND VIBRATORY PLATE COMPACTOR OR JUMPING JACK IN
12- (300 Trim) LIFTS.
3. STONE SHALL HAVE RELATIVELY FLAT SIDES AND SHARP EDGES
(ANGULAR) OR RELATIVELY FIAT SIDES AND ROUNDED EDGES AND
SHALL CONTAIN LESS THAN 20% FLAT OR ELONGATED PARTICLES.
FLAT OR ELONGATED STONE IS UNACCEPTABLE. FOR
DESCRIPTIONS OF ANGULARITY SEE ASTM DZ488'STANDARD
PRACTICE FOR DESCRIPTION AND IDENTIFICATION OF
SOILS (VISUAL -MANUAL PROCEDURE)'.
4. STONE SHALL BE HARD AND DURABLE. IT IS THE ENGINEER'S OR
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.
S. FOUNDATION STONE SHALL BE MECHANICALLY COMPACTED WITH
A VIBRATORY ROLLER OR VIBRATORY PLATE IN S' IT 52 mm) LIFTS.
S. EMBEDMENT STONE MUST BE DUMPED IN PLACE BY A STONE
SHOOTER OR CONVEYOR OR EXCAVATOR.
7. INSPECTION DURING THE INSTALLATION BY THE ENGINEER,
OWNER OR OTHER REPRESENTATIVE IS RECOMMENDED. THE
INSPECTION SHALL INCLUDE OBSERVATIONS OF THE CHAMBER
SYMMETRY DURING BACKFILLING TO ENSURE THE CONTRACTORS
METHODS ARE NOT CAUSING UNACCEPTABLE DISTORTION OF THE
CHAMBERS.
8. AN ADS FIELD TECHNICIAN WILL CONWCTA PRECONSTRUCTION
MEETING TO TRAIN REPRESENTATIVES OF THOSE RESPONSIBLE
FOR CONSTRUCTING THE SYSTEM AND THOSE CONDUCTING THE
MANDATORY INSPECTIONS OF THE INSTALLATION.
6 � OUTLET PROTECTION TABLE (OP
C14) Not To Scale
NOTES
• MANIFOLD SIZE TO BE DETERMINED BYSRE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE.
• DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY
MAY BE NECESSARY TO CUT A
COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD,
• THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER ACHIEVED
REQUIREMENTS ARE MET.
• THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE
DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE
INSIR) SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED.
• THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE RETAINING WALL AND CONSIDER EFFECTS OF
POSSIBLE SATURATED SOILS ON THE RETAINING WALES INTEGRITY.
• THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE BUILDINGISTRUCTURE. NO FOUNDATION LOADS
SHALL BE TRANSMITTED TO THE CHAMBERS. THE SITE DESIGN ENGINEER MUST CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS
ON BEARING CAPACITY OF SOILS AND SEEPAGE INTO BASEMENTS.
W PREFABRICATED END CAP, PART# MC4500IEPP24T W
TYP OF ALL MC45DO 24" TOP CONNECTIONS
24' X 2A' ADS N-12 TOP MANIE=
INVERT23.05'ABOVE CHAMBER BASE
(SEE NOTES)
PROPOSED STRUCTURE WIELEVATED BYPASS MANIFOLD
MAXIMUM INLET FLOW 19.0 CPS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
W PREFABRICATED END CAP, PART# MC45001EPP24SW -�
TW OF ALL MC45DD2 BOTTOM CONNECTIONS AND
ISOLATOR ROWS
INSPECTION PORT (TYP 2 PLACES)
ISOLATOR ROW
(SEE DETAIL / TYP 2 PLACES)
PROPOSED STRUCTURE WIELEVATED BYPASS MANIFOLD
MAXIMUM INLET FLOW 16-5 CFS
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
1W X 1W AM W12 TOP MANIFOLD
INVERT 29.38'ABOVE CHAMBER BASE
(SEE NOTES)
1W PREFABRICATED END CAP, PART# MC45001EPP18TW
TYP OF ALLMC450018' TOP CONNECRONS
0
520
515
510
505
500
495
490
485
480
475
E2 E3
�-GiPJ
9M11
imm
IIIIIIIIIIiIIIWI
• • • • ,
mI
NWAII!
II�
IN'A.
I�
r
i •e 4.1 _mm
ff
! #• F,I.
520
515
510
505
500
495
490
s20
515
0 5•
515
510
d51
i
wPOE w a
a uu Asn D-ssG R
rm saxE xowcumNE.
NY➢ uneRAHE w. us w
510
V' BUDS
•
'
50.5
w T'
M
Y
KGT
. `A5.
IXO
3
YONV
ONXE
XV 5L
DX
wl
�I
I
lo-ffi WY=5W.1]
I (
Pu
s)
Wv
so4
it
I
500
coufur
0FM PK
OBSELCEIsTaxE.
YMUACRRFP
495
INDLED, NCL. Y S1CNE
495
NDE
490
75
10+00
10+50
485
480
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 =10 HORIZ: 1 =20
ado (MIN.)
IIPE OUTLET TO WELL CD
)EFINED CHANNEL / /
TW 509 ,
S' ADS N-12 DUAL WALL PERFORATEDHDPE UNDERDRAIN
(SIZE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE)
24-X W ADS N-12 BOTTOM MANIFOLD
MAXIMUM OUTLET FLOW 7.0 CPS
INVERT228"ABOVECHAMBERBASE
(SEE NOTES)
W X 1S' ADS N-12 TOP CONNECTION
INVERT 29.38' ABOVE CHAMBER BASE
(SEE NOTES)
PROPOSED STRUCTURE WIELWATED BWASS MANIFOLD
(DESIGN BY ENGINEER! PROVIDED BY OTHERS)
PLACE MINIMUM 17.5 OF ADS
GECSYNTHETICS 315WTM WOVEN
GEOTEXTILE OVER BEDDING STONE AND
UNDERNEATH CHAMBER FEET FOR
SCOUR PROTECTION AT ALL CHAMBER
INLETROWS
LU
W gg
0 > a 3 c
Z
J $$
0 a
e B
F-
LL = o m
0. A
t$ A
El
�Pw
N 2
SHEET
2 OF 6
BW 500 \
\ I 09
10
WEIR E3
0 \
� I /
/ / ` 0
-\
`/`
/
/
0
I
1
ATDR, ROW
V
NV= 50N,�R,
\ �S� ` Q Z
) \
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
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3 WEIR E3 DETAILS
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TW 514
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SHIMP
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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TOWNHOMES
� NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
3) 2020.10.08
4) 2021.11.08
FILE N0.
\S7�
BMP DETAILS
10 0
Scale: 1"=10'
10 20 30
19.029
C14
T.M. 32-2OA3
PROPERTIES LIMITED PARTNERSHIP//--
D.B. 2309-419 \ \ \ \ I I
D.B. 1066-45 PLAT \ \ \
D.B. 716-366 PLAT
D . B . 695-26 PLAT \ \ \ \ \ I I
PLANNED DEVELOPMENT MIXED COMM\
III ii iiil\ I /
C
1000 SF PASSIVE RECREATION AREA / \
TO CONNECT ACTIVE AREAS
\ 4' I CLASS (B TY� � E 1 MPJJLCHED ATU
� � R�� 4 \ ��
\ T AIL TO LOZR REORE ONAL EA/ -� \
C31 I
Q / / // ✓�j�� / �, TO COEOAIN GULCH \
WHIRL
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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
ENGINEERING2
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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\ ass �, - T.— � �\ \�cr � �\ � � / �
� � \ \ <O�\ \ Soo P, �\��2 FINAL SITE DEVELOPMENT PLAN FOR
PROFFIT ROAD
2 t \ \
_ TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.03.20
REVISION:
1) 2020.05.27 UTILITY ORDER SET
2) 2020.06.03 SECOND SUBMIT.
3) 2020.10.08
4) 2021.11.08
FILE NO.
19.029
RECREATION AREA
20 0 20 40 60
Scale: 1"=20' C15
A
-1 '_ - 0 ZO -� II �. ] _ P _� r'
^� G, SI o `'I -0 1 p0 T_ 0
1 d w J :F. Original Proffers
a " as I' Jr-" � '9 i"I
Il - + . � o y t Amendment a'. �c 'll'
10• PII2I °IF o J � � vF 8 I;.
"°° o ].'. I❑ d° I � [: P o0 NI -o
1 1, PO I L �k, �, 2I - 11 „ r .. _ I [I .° J all°
_, — PROFFER STATEMENT v- a°L -° °`�1 -- o
_ r".' _ " •oi'.S ,III o od -., "" �' a II l`-f'^
ZMA No. 201900010 - 3223 Proffit Road - � ° � _ , - - [ P�•t''
0= 1 `
In
11
Tax Map and Parcel Number(s): 032AO-02-00-00200 o ca; o°° o I_r
' Owner(s) of Record: ALBEMARLE LAND DEVELOPMENT LLC is = J14 �Il �° d a�a1`,�II: '
00 .
� �_. wa°
Slrte.bev 8, 2020 -- .J - ' 11
]lll�,-
Date of Proffer Signature: = � e Sao i II'.-
"� _ ^-. gad r
7" T ' ° -� I � J' Lep'� Q pL° I �`_
11 -_ 7.29 acres to be rezoned from R-15 to R-I5 -"g e o ' <_ a " T';
a ° 1 0°I _ i 1 °°°3j-'' °_
ALBEMARLE LAND DEVELOPMENT LLC is the owner (the "Owner") of Tax Map and Parcels' I I_. -
Number 032AO-02-00-00200 (the "Property") which is the subject of rezoning application ZMA No. IN °l i ,0-
-".I
201900010, a project known as "3223 PROFFIT ROAD" (the "Project'). 4'
° .r B o$ a
a . :4
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntard, L' � °_,
proffers the conditions listed below which shall be applied to the Property if it is rezoned. These: :Irl " Fh L.
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 �I], 4r
P Y
�T'�
P P PP
were accepted in conjunction with ZMA2018-00006, ��� I ' . s [ II , � a _s ..� _�, ,-,
�.c° r _ �� ':�, -
3'
R' , The Property shall be developed in general accord with the Zoning Map Amendment Concept °a°e ,i tI- `p
- Plan prepared by Shimp Engineering, dated June 17, 2019 revised September 8, 2020 and shall �2 - pal' a
reflect the following major elements as shown and noted on the plans: 1
1. The internal street network grid and interparcel connections between the subject parcel 'I I tc ai.o
and TMPs, 03200-00-00-02000 and 032AO-02-00-001BO; °Llo-1 -
2. Right-of-way reservation and associated improvements along Proffit Road; °fie S -S
3. A minimum of 44 total dwelling units shall be developed on the property. The total 7 �� `.,_1-9
maximum number of dwelling units on the property shall not exceed 80. p[ °�`"9 L _
4. A 25' Undisturbed Buffer adjacent to TMP 032AO-03-OB-00200, TMP 032A0-03-IIB- Asa �,
00400 and TMP 03200-0000-03000 as shown on the Conceptual Site Layout. Minimally
P s °_° ��
Disturbed Buffers of the approximate size and in the locations shown on the ; ° ,`�I
Conceptual Site Layout: ,�.°I ` „a °� ,
a. Undisturbed Buffer allows for the removal of brush and/or dead vegetation. QF-"
tea°
11 b. Minimally Disturbed Buffers allow for minimal grading and/or the removal of t-�1,°
- brush and/or dead vegetation. qi_ ` a I'o
�'. 5. Garage Setbacks - Single-family attached and single-family detached units located 0i"8 sr �
outside of Block A, Area 1 as shown on Sheet 4 shall be subject to the following: front � ;� r 7 '
t1. loading garages shall be setback a minimum of 3 feet from the front building facade or -I dr a,r
.'Jront porch.[ �:
, - & Parking Standards - The following standards shall apply to uses located within Block A, ,) .P
J �__: Area 1 as shown on Sheet 4 of the plans: �17
a. For single-family attached and single-family detached units — Front building
facades shall face Proffit Road. No individual lot driveways shall enter directly ° 3
onto Proffit Road; driveways shall be rear -loaded and only enter onto "Road B".
- I ZMA014t14PRRFEER$1TATtM II; I
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Front building facades shall face Proffit Road. -n 2 i 1,` JI t 1 I -;
a,° a,°° '
5
For multi-familv - off-street parking shall be relegated to the side or rear of
' -' "MA
b
JL i- I, , -, , buildings adjacent to Proffit Road and shall be accessed from the internal road ��
."o' z , _ network. If a drop-off/pick-up area is proposed between multifamily buildings and ,3
Proffit Road, a limited off-street parking area can be included to accommodate I I 'T
I. "° J j ° ADA accessible and guest spaces. This limited off-street parking shall he screened ,sFf � i
by landscaping, permanent structures or other acceptable methods per Section i 4a Ii ti'
s 31; 32.7 9 of the Albemarle County Z99tftg Ordinance
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Ia I-' I" WITNESS the following signature: = o"P'`� ^ 0°I. u a �_
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Owner of Tax Map Parcel : 032AQ-02-QQ-00200 ° a in
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• ALBEMARLE''LAND DEVELOPMENT LLCM- 6' 1 '16 -
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a Virginia limited liability Jmpany I 'p III J pot°..",,.. s
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�'� Brent hall, Managef i1Is r °.° __.°o n ; ,`�IlI �"0 °ono ° is °'' "�P ,. �y od e ❑
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COMMONWEALTH OF VIRGINIA I -. '°° - I �° a :J0 •� J z
. at+T-f/COUNTY OF /a/bN�n;.. /r , to wit., II �" _ � I -
1 �, °o° '`fhe foregoing instrument was acknowledged before me this _day ofe��>'e �ti e_- 2020 by '-' off°
13rent Hall, Manager of Albemarle Land Development LLC L�11_ s t
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SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T
Al
A4 vidlitIt 40
iill;Z0 ^'r•, q
��` 'TAWAI. S4
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.
3) 2020.10.08
4) 2021.11.08
FILE NO.
19.029
ZMA201900010 APPROVED
PROFFERS
C16