HomeMy WebLinkAboutSDP200400085 Plan - Approved 2005-01-13T11
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TM 32 PARCELS 4 D9 42A� 4'��7'
TM 46 PARCEL 5
R VANNA D STR Cr.- 9 ALBEMAR'JbE COUNTY, V Rurl N A
ZMA-2001-019 Hollvmead Town Center, Regional Service Area B
i comprising all or some of the above
agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area B on the Application Plan, (defined below) p g
n ode the Code the owners, or their duly authorized a Y P
Albemarle Cou t CY P
Section 33.3 of the9 Y
Pursuant to ). Y
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referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request:
1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area B, (Sheets A-1, A-2, and A-6 of 7 only), prepared by Ri,onna Engineering & Surveying, PLC, revised February 15, 2002, last revised April 29, 2003 ("Application Plan"). The owners have presented, as part of their
f' v shall be deemed
other than the Application Plan as defined above, o
rezoningapplications, a number of conceptual Ions and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as port of Applicants rezoning application, pp
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illustrative only, and such plans and illustrations shall not be deemed proffers. The owners reserve the right to reconfigure the outporcel improvements, consisting of buildings, parking and drive aisles and drive—through window features that are the subject of SP 01-63 and SP 01-64 and as shown on the Application Plan in order to: i) comply with conditions imposed
by such Special Use Permits, and ii) assure compliance with ARB requirements.
2. The owners of Area B, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements:
A. Access Road A, as depicted on the Application Plan, across from the Hollymead Memorial Gardens Cemetery at US Route 29 up to the western boundary of Area B. This shall include the two eastbound lanes located on Area A pursuant to road plans approved by the Virginia Deportment of Transportation ("VDOT") and the County as part of the Area B site plan.
Access Road A also shall include dual left and dual right tum lanes at the intersection with Route 29.
B. Dual left turn lanes at the intersection of Route 29 and Access Road A, from northbound Route 29 into Access Road A. The dual left turn lanes and signalization at Route 29 and Access Rood A shall include median cut and cross—over construction at the Hollymead Memorial Gardens Cemetery location, (the "Cross—over") as scheduled in coordination with VDOT.
The Owner also proffers to construct a single southbound left turn lane on Route 29 at the intersection (to allow left turn movement into the cemetery). All turn movements shall be signalized at the intersectio of Route 29 and Access Road A, as approved by VDOT.
C. The Owner shall dedicate land, if necessary, and construct a continuous right tum lane on Route 29 southbound from the northern boundary of the Property to the entrance road, (Access Road A). The Owner proffers to construct a third southbound through lane on Route 29 from the northern boundary of the Property to the entrance road, (Access
Road A) and beyond the entrance road, (Access Road A) for a distance of 1000 feet.
D. The southbound through lanes of Route 29 shall be re—constructed to the profile grade of the northbound lanes to meet adequate sight distance requirements at the Cross—over, based upon a 50 mile per hour design speed and a maximum 4 percent cross—slope requirement.
E. A third northbound through lane shall be constructed on Route 29, 1000 feet in length on each side of the Cross—over.
The road improvements listed in 2A, 2B, 2C, 2D and 2E above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or
bonded for VDOT's acceptance as a condition for issuance of any certificate of occupancy for Area B improvements. The width, length, (except as specified in 2C and 2E above) location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometrics of all lane improvements shall be as required by VDOT design standards and
detailed plans submitted by the Owner and approved by VDOT.
3. The Owner shall cause to be constructed and dedicated the segment of Access Road A from the western boundary of Area B to its intersection with State Route 606 also known as Duckerson Road and rr shown on the map entitled Future Roads dated July
15 2003 ("Exhibit
xhbit A)
Construction of this section of Access Road A shall be
completedleted for
I in each direction). Notwithstanding the foregoing,
— m odate rave lanes one ea
acceptance by VDOT for public use and dedication of a minimum 60—foot—wide right—of—way and all necessary easements have been dedicated to the County within three (3) years from the date of approval of ZMA-01 019. This section of Access Road A shall be constructed to accommodate two t ( ) g
the road proffers described in this paragraph 3 shall be satisfied if plans for all such road improvements have been submitted for review by VDOT and, although such improvements are not accepted by VDOT for public use within three (3) years from the date of approval of ZMA-01-019, sufficient bond has been supplied to satisfy all costs to complete such
improvements in accordance with plans approved by VDOT. Further, the road proffers described in this paragraph 3 shall be satisfied if and when any portion of Area A is rezoned, and the owner of Area A mikes a proffer binding Area A, or any portion thereof to all the obligations contained in this proffer 3.
4. The Owner also shall cause to be constructed and dedicated Ridge Road from its intersection with Access Road A to the northern boundary of Area A (with Area C), as shown in glue on Exhibit A. Construction of the section of Ridge Road as shown on Exhibit A shall be completed for acceptance by VDOT for public use within one (1) year after the issuance
of a certificate of occupancy for Area B. This section of Ridge Road shall be constructed initially to accommodate two travel lanes (one in each direction) and a bicycle lane only (without parallel parking and sidewalks). The area to be dedicated, however, shall be not less than sixty (60) feet in width to allow future widening. No certificate of occupancy shall be
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refuse F r n
ti acceptance. If the owners of Area A e use o ter request from the County to
issued for an use within Area B until the segme,,t of Ridge Road required to be constructed by this proffer is either constructed to VDOT's standards, or a sufficient bond or other form of surety is provided .. .,,e County in an amount sufficient to assure its construction and VDOT's o ep q y
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dedicate land sufficient for Ridge Road as contemplated herein, then the Owner shall pay the costs to acquire such land, which costs shall include VDOT's normal costs of acquiring by condemnation, including I:md acquisition, engineering, surveying, reasonable attorneys fees, and the cost of construction of this section of Ridge Road, and other related expenses.
5. Owner proffers to contribute $50,000.00 to the County or VDOT, on behalf of Area B and Area A for the purposes of funding a regional transpertation study for the Route 29 corridor. The $50,000.00 con'-'; tion shall be made within thirty (icing and ??r ?30) days after requested by the County following site plan approval for Area B and, if not expended for
such purpose after three (3) years from the date the funds were contributed such funds shall be refunded to the Owner.
Her shall petition for and consent to a Community Development Authority "CDA" established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending, or maintaining (except to the extent
6. Upon the request of the County, Ow p Y P Y ( )
VDOT maintains any public improvements) Route 29, and roads and other improvements associated therewith, which shall include, but may not be limited to, improvements to Route 29 from the South Fork of rhe Rivanna River to Airport Road or the extension of Ridge Road as depicted on Exhibit A, to the south and across the Rivanna River to connect to Berkmar
P rovements
Drive. This proffer shall only apply if all of the owners of the lands subject to ZNA-01-018, ZMA-01-19, ZMA-01-020, and ZMA-02-002, as such applications exist on July 16, 2003, excluding residential property, have joined or been caused to join the some or a similar CDA for the purposes described herein. This proffer shall apply only if, at the time of the
formation of the CDA, the rate of any special tax imposed shall be uniform a -id shall not exceed twenty—five cents ($.25) per $100 of the assessed value of any taxable real estate within the CDA, unless all the owners within the CDA subsequently consent to any proposed rate or level of assessment otherwise.
7. There shall be two (2) pedestrian walkwaysArode arms located within parking areas depicted on the Application Plan, located to the satisfaction of the Director of Planning and Community Development. Ti „se pedestrian walkways/ grade arms within the parking areas shall be tree—lined, by planting street trees at least every fifty feet (50') on center.
SP -2001-063. Hollymead Town Center. 'Drive—In A"
Public hearing on a request to allow drive—in window in accord w/Sec 25A.2.2.1of the Zoning Ord. TM 32, Ps 428, 42C, 42D, 42E, 43 & 43A, is 24.7 acs. Loc on Rt 29 N opprox 1/4 mile S of Timberwood Boulevard/Rt 29 intersec. Znd RA & HC. Rio Dist.
1. The Architectural Review Board may alter the locations and/or orientation of drive—throughs to protect the Entrance Corridor; and
2. The Applicant is responsible for installation and maintenance of control devices, such as by—pass lanes, signage and pavement markings shown on a site plan for the development.
SP -2001-064. Holl)meod Town Center. "Drive—In B"
Public hearing on a request to allow drive—in window in accord w/Sec 25A.2.2.1 of the Zoning Ord. TM 32, Ps 42B, 42C, 42D, 42E, 43 & 43A, is 24.7 acs. Loc on Rt 29 N approx 1/4 mile S of the Timberwood Boulevard/Rt 29 intersec. Znd RA & HC. Rio Dist.
1. The Architectural Review Board may alter the locations and/or orientation of drive—throughs to protect the Entrance Corridor; and
2. The Applicant is responsible for installation and maintenance of control devices, such as by—pass lanes, signage and pavement markings shown on a site plan for the development.
LEGAL REFERENCE: TM 32 PARCELS 42B, 42D, 42E, 43, 43A
SOURCE OF TITLE FOR PARCELS: REFER TO PARCEL PLAN
OWNER: REFER TO PARCEL PLAN
DEVELOPER:
HOLLYMEAD TOWNCENTER, L.L.C.
8618 WESTWOOD CENTER DRIVE, SUITE 300
VIENNA, VA 22182
ZONING: PD -MC PLANNED DEVEi_OPMENT-MIXED COMMERCIAL
EC ENTRANCE CORRIDOR
SOURCE OF BOUNDARY SURVEY: PLAT BY RIVANNA ENGINEERING &
SURVEYING, PLC.
SOURCE OF TOPOGRAPHY: AERAiL SURVEY PERFORMED BY LOUISA AERAIL
SURVEYS. USGS DATUM
BENCHMARK: NAIL NEAR ENTRANCE BEHIND ANCHOR A
ELEV = 534.59
BUILDING SETBACKS:
ROUTE 29 R/W: 30'
TOWN CENTER DRIVE: 30'
SIDE YARD: NONE
REAR YARD: NONE
REAR ADJACENT TO RESIDENTIAL: 35 A WAIVER OF THIS REQUIREMENT
HAS BEEN APPROVED.
PARKING SETBACKS:
ROUTE 29 R/W: 10'
TOWN CENTER DRIVE: 10'
UNDISTURBED BUFFER:
ADJACENT TO RA DISTRICTS: 20' A WAIVER OF THIS REQUIREMENT HAS
BEEN APPROVED.
MAXIMUM BUILDING HEIGHT: 35'
PAVING SPECIFICATIONS: REFER TO DETAILS
LOADING & CROSSWALKS: REFER TO DETAILS
SIDEWALKS: 4" - 3000 PSI CONCRETE
PARKING SCHEDULE: - N
REGIONAL SERVICE AREA "B":
BUILDING AREA = 294,502 SF
OUTDOOR SEATING AREA = 662 SF
REQUIRED: 4.5 SPACES PER 1000 SF.
%ftw 295,164 SF GLA/1000x4.5=1,328 SPACES /-0)
PROVIDED: 1,328 SPACA�S (INCLUDES 28 HANDICAP SPACES)
LOADING SPACES PROVIDED: 17 SPACES
INITIAL NET FLOOR TO AREA RATIO: 0.31
C1
POST -DEVELOPMENT
%
BUILDING:
6.9 AC
27.6
PARKING:
14.5 AC
58.6
ROADS:
1.5 AC
5.7
OPEN:
2.1 AC
8.1
TOTAL:
24.98 AC
100
INITIAL NET FLOOR TO AREA RATIO: 0.31
C1
of
6
COVER SHEET
C2
of
6
SITE PLAN
C3
of
6
GRADING/UTILITY PLAN
C4
of
6
LIGHTING PLAN
L1
of
6
LANDSCAPE PLAN
L2
of
6
PLANT TABULATION & DETAILS
Benchmark
W/E-- Existing Waterline
0/E-- Overhead Electric
)e Power Pole
0-0
Prop. Light Pole
MH
Manhole
GT
Grease Trap
WM
Water Meter
FH
Fire Hydrant
TBA
To Be Abandoned
TBR
To Be Removed
500 Existing Elevation/Contour
x500 Proposed Spot Elevation
500 Proposed Contour
Heavy Duty Road Paving
Concrete
c ete
T Electric Transformer
e
F -F-11 Filterra
ti
tea.
.,Q
N �oc Airport Rd
co
S Q
0
SITE Proffitt Road
11�C�N�TY MAP
SCALE: 1" = 2000'
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE >'ORK.
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL
UNDERGROUND LINES ANu �fRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY
ON JANUARY 15, 1998.
4. DATUM FOR ALL ELEV."TIONS SHOWN IS NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR S:]AI_i_ BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
HYDRANT LINES, SERVICE LA?ERI,LS AND WATER LINES, ETC.
7. ALL WATER AND SEWL R APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. ALL WATER METER SIZES AND LOCATIONS SHALL BE SUBJECT TO THE APPROVAL OF THE SERVICE AUTHORITY.
9. BACKFLOW PREVEN1iCIN DEVICES ARE REQUIRED ON ALL DOMESTIC WATER SERVICES LINES AND FIRE SPRINKLER LINES.
-I loll
Mill
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM
THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). 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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE,
IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD
VERIFY ALL DIMENSIONS.
2. IT IS THE CONTRAPTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
4. THIS SITE IS NC;T LOCA rED IN A RESERVOIR WATERSHED.
5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF
(1/2) FOOT CANDLE.
6. EACH OUTDOOR L6W,1NARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO
REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
7. ALL DUMSPTERS LOCATED WITHIN 15' OF A BUILDING SHALL BE PROVIDED WITH SPRINKLERS FOR FIRE PROTECTION PURPOSES.
8. VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR.
9. OFF—SITE LANDSCAPE EASEMENTS SHALL BE VACATED WHEN THOSE PARCELS ARE DEVELOPED.
! "l:Ao♦ tiMCAAgj,#e '
butimmm Type
Reviewed and Approved by ft
Con ounity Development Di�l�lllllrllt
Doh: f
Filer: cap 11 &K- of c
Project Title:
i111 IN I I " - -
1. If the elevation, location, or configuration fo the proposed buildings, stormwater
management ponds, or pavement areas changes from thot evaluated in the geotechnical
report, ECS, Ltd. shall be notified so that modifications to the geotechnical recommendations
and specifications can be made, if necessary.
2. All construction involving problem soils shall be performed under the full—time observation
of the geotechnical engineer.
3. The geotechnical engineer shall furnish a written opinion to the County as to whether or
not the work has been performed in accordance with the approved plans prior to the
issuance of any occupancy or use permit.
4. Review and approval of plans, specifications and reports by the County, with or without
recommendations by the County, shall in no way relieve the developer of the responsibility for
the design construction and performance fo the structures, pavement and slopes on the
project and damage to surrounding properties.
5. We hereby certify that the attached geotechnical specifications, and the site plan prepared
by Bowman Consulting Group, which we have reviewed, are in accordance with the approved
ECS, Ltd. Geotechnical Report No. 7587—A, dated September 5, 2002, and the addendum
letter dated October 23, 2002.
HOLLYMEAD TOWN CENTER
REGIONAL SERVICE AREA B
Rivanna District, Albemarle County, Virginia
Sheet No:
Drawing Title:
COVER
Scale: AS NOTED Drawn By: JMS
Date: 10.8.04 Checked By. TRM
SHEET
RIVANNA ENGINEERING &
SURVEYING, PLC.
1350 STONY POINT ROAD PHONE: (434) 984-1599
CHARLOTTESVILLE VA, 22911 FAX: (434) 984-8863
RIVANNAENGINEERING.COM
File Name: 32-43—MAI.DWG
Project No.: 1132
Revisions: , T H ac,
NO. DESCRIPTION DATE o�*
1 Cty Comments 1 4 -41 11,
Zp
TIMOTHY R. MILLER n
CERTIFICATE No.
30542
o�e`SSIONAL EaG��
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W
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W4
Sheet No:
Drawing Title:
40 1 41 :1 120
SCAU:1 40'
SITE PLAN
Scale: AS NOTED Drawn By. JMS
Date: 10.8.04 1 Checked By. TRM
599
163
RIVANNAENGINEERING. COM
Revisions: CCERTIFICATE
NO. DESCRIPTION DATE`�1 Ct Comme t 1 4� )LER.File Name: 32-43-MAI.DWG��`��G
Project No.: 1132
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4
PLANTING D TAILS
NOTE:
STAKING AND GUYING MAY BE REQUIRED TO COUNTER HI GH WINDS, SOIL SETTLEMENT, STEEP SLOPES, VANDALISM, OR
OTHER CONDITIONS TH R EATENJNG TREE HEALTH OR SUI TA BLE GROVM PATTERNS
). 2" X 2" STAKE
EDGE OF SAUCER
PLAN TM YM
=111111116
3 PIECES RUBBER HOSE
TURNBUCKLE
2-3" LAYER SHREDDED
HARDWOOD BARK MULCH
DO NOT MULCH ADJAC. TO TRUNK
SURVEYORS FLAGGING
BACKFILL WITH 3/4 EXIST.
SOIL, 1/4 ORGANIC MATERIAL AN
FERTILIZER AS SPECIFIED.
PRUNE GROWTH TO
REMOVE PROBLEM,
y DISEASED, OR WEAK
BRANCHES.
DOUBLE STRAND 4112 GAUGE
GALVANIZED WIRE, ALLOW FOR
10-3" SWAY
REMOVE ALL WIRE, PLASITC
ROPE, AND BURLAP
((NATURAL AND SYNTHETIC)
!`ROM TOP 1/2 OF BALL
2-3" EARTH SAUCER
2-1/2' MIN.OAK e X 2"
STAKE FLUSH WITH
GROUND
. SCARIFY UNDISTURBED SOIL O�� PEDESTAL
NOTE:
PLANT 1/8 OF I i► ��'
ROOTBALL ABOVE
FINAL GRADE.
2-3 X WIDTH OF ROOTBALL
CALIPER DECIDUOj1S TREE PLJKMM JZ=
NOT TO SCN.E
NOTES:-
STAKE
OTES:
STAKE ALL 5' —8' EVERGREEN
TREES WITH TWO PRESSURE
T2 EA� X I8E OR OAK STAKES dk
PLANT 1 8 OF ROOT BALL
flymus virginicus
ABOVE NAL GRADE.
REMOVE ALL WIRE, PLASITC
Carex vulpinoidea
AND BURLAP
5%
(ROPE.
AL C)
TOP �/2
Ox dye Sunflower
FROM 1OF BALL
PRUNE ONLY TO REMOVE DAMAGED
Green Bulrush
OR BROKEN BRANCHES.
L
NEVER CUT LEADERS.
5%
USE 2 STRANDS OF GALVANIZED 14 GA.
1i
Bonesef
WIRE THROUGH RUBBER HOSE TWISTED
Euthanmia grarninifolia
UNTIL TAUT AND TREE IS PLUMB.
5%
SET STAKES OR GUYS /
1/2-2/3 UP TREE
2-3" LAYER SHREDDED
HARDWOOD BARK MULCH
DO NOT MULCH ADJAC. TO TRUNK 9" MINIMUM
3" EARTH SAUCER I P
BACKFILL -mnHMli �er,..��, ■'III -= full
TILIZER AS SPECIFIED jmwf
SCARIFY SIMS & BOTTOMTSTAKES O EXTEND E BELOW
'MEE PIT IN UNDISTURBEI) GROUND
59 TO 8' EV RGHM 'PLANTING DEJAM
WT 1.
NOTE: FOR CONTAINER GROWN SHRUBS
CUT 4-5 1" GROOVES THE LENGTH OF
THE ROOTBALL BEFORE PLANTING. %
2-3" LAYER SHREDDED
BARK MULCH
BACKFILL 3/4 EXIST. —
SOIL, 1/4 ORGANIC MA'
PLUS FERTIL AS SPEC.
SCARIFY SIDES
AND BOTTOM
REMOVE CONTAINER
BEFORE PLANTING
3" EARTH SAUCER
6"
PLANT 118 ROOTBALL
ABOVE NAL GRADE.
CONTAINER PLUS 12"
NOT TO SOME
NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTACTING MISS UTILITY PRIOR TO ANY DIGGING.
C'.TAVG-
1-2" LAYER SHREDDED
HARDWOOD MULCH
6" MIN. SPACING OR AS INDICATED
2. ORGANIC MATTER A -
AND WORKED INTO *. —6 OF
PREVIOUSLY LOOSENED SOIL
BED WITH
AS SPECIFIED,
0 1wollyjalz ; p 3� V1 I�
NOTES / TABULATIONS
GROWTH TO
k PROBLEM,
3ED, OR WEAK
;HES.
LL WIRE, PLASITC
>A YNTHETIC)
1/2 OF BALL
.ARTH SAUCER
RBED SOIL
►L
EXTEND 12"
M GROUND
LANDS(APf RfQUIRfIMENTS:
Note:s:
STRET TO; 1. In addition to the above planings, contractor is to install 1 Myrica
US 29 pensylvanica (Northern Bayberry) @24"-30",18 total, in each of the filterra
Required: 1,400 Lf/ 50 Lf =18 heel storm wafer filtration boxes. Node: the 18 plants are tabulated in the Plank
Provided: 36 Trees
Tabulation.
Access Rod A:
Required: 950 Lf / 50 if =19 bees
Provided: 38 Trees 2. Easements for planings within the right of way will be obtained from
VDOT prior to site plan approval.
Inferior Trees:
Cana R uired: 5% 1071576 Sf = 53,578 Sf 3. Contractor shall furnish and install 30 free guards, Olympic - fairwealher
pY �
Canopy Provided: 61,251 Sf TG -1, -5 ff. hl., black powder coal finish. Install per manufacturers
Quantity Required: 1 Tree per 10 spores
(1339/10 =133.9 Trees) q guard �
alionS. Equivalent free uard m be substituted.
anTihv Pro ' 78irees�
Total Canopy.
Required: 10% 1,1071,570% =107,157 Sf
Provided: 231,121 Sf
ERNMX-122 WMAND M A OW MIX
10%
flymus virginicus
Virginia Wild Rye
19%
Carex vulpinoidea
fox Sedge
5%
tleliopsis helianfholdes
Ox dye Sunflower
5%
Scirpus afrovirens
Green Bulrush
5%
Verbena hastala
Blue Vervain
5%
fupaforium perfoliatum
Bonesef
5%
Euthanmia grarninifolia
Grass leaved Goldenrod
5%
]uncus eff0sus
Soft Rush
3%
Carex lupulina
Hop Sedge
3°!o
fupotorium maculatum
Spotted Joe Pye Weed
3%
Scirpus polyphyllus
Many leaved Bulrush
2%
Carex comosa
Cosmos Sedge
2%
Scirpus ryperinus
Wood 6reass
1%
Cares lurida
Lurid Sedge
2%
Bromus aliissima
Wild Brome Grass
2%
Glycerin grandis
American Mannagrass
1.5%
Eupatoriurn fisfulosum
loe Pye Weed
1%
Veronia noveborucensis
New Your Ironweed
1%
Geum laciniatum
Rough Avens
1%
Pethorum sedoides Dinh
Stonecrop
1%
lizia aures
Golden Alexanders
1%
ludwigia altemifoia Seedbox
1%
Helium autumnale
Common Sneezeweed
1%
Carex scoparia
Blunt Broom Sedge
1%
Asher umbellatus
flab Topped Umbrella Asher
PLANT TABULATION
Broadleaf Deciduous
w�
W
Quantity
Code Name
Symbol
Scientific Now
Common Name
Planting Size
Comments
r1.
10 yr Canopy
Total Canopy
W
00
�
11
ACRlA3
O
Acer nbrum
1kd hple
211" Col.
L
397
4764
'00
29
ARK
O
Iker rul nsm'Karpick'
I(*& Rai #qle
3.5" Cal.
C—
O N 0D
397
11513
21
ARG
O
Acer rubrum'0cIoiW gory'
October clay maple
2 S" Cal
0>�
Z
397
8337
Q
z
SCS Z
7
AGAR
(2�
Amelondnier x grandifloro'bk mn Brilliance'
Aulumn Brilliance Servicebery
6'-7'
BO
910
52
SRI
►
Betula ria
Im Birch
211" Cal.
397
20644
26
COA
O
CercidWlun jgmkun
Kohn Tree
1 Y Cal
222
5112
2
LECA
Cercis coodensis
Eatem re"
1.5" Cal
124
248
5
CIM
Chionanthus virgisucus
White fringetree
6'-1'
125
625
17
CXR
G
Comus x Ruffian
Stellor Pack flowering Dogwood
6'-7'
124
2108
8
1`11AA1
0
f americano
WhiWill
1 S" Cd
321
2576
41
(PAIS
0
froxinus pennsyhranica'Pa mow
Palmae Ads
211" Cal
604
24,764
25
US
00
Gledihia trsacallhos'SlmdernasW
Shademoster honey 10(w
25" Cal
424
10,600
36
UK
gahm hiacadhos'Cadinental'
Continental Honey Locust
2S" Cal.
414
15)64
4
UN
®
Lagcrsiroemia indica'Natchei
Melia Crape Alyrik
6'-1'
n
308
12
URC
Q
lagerstroemia irace'Red cherdcee'
Crape AAyrNe'Red Cherokee
6'-1'
n
920
37
UTT
0
Lagar mwo indica'Tuskegee
Crape AiA'Tuskegee'
6'-1'
n
2849
28
LSR
Uquidonbor sytrociNuo'Rotundiloba'
Rolund'loba swaigum
3.5" Cal.
106
5768
30
LSR
1.iquid0mbar syhaiflcro'Roiundiloba'
Rohe diloIx SWee w
2 S" Cal
106
6180
9
0VI
N rya vironiona
Am�rioon Hophom6am
2 S" Cal
99
891
0
PIAC
Plafaus ocedfalia
London Plane Tree
2 S" Cal
0
0
18
PEA
Prunus subhirfella'Autumnalis'
Autumn flowering Higan cherry
2 S" Cal
67
1106
14
PXI
®
Prunus x mcamp
Oka me Cherry
2.F Cal
99
1386
37
0
Quercus pegs tris % en Pillar
Firs Oak - Green Rlbr
311" Cal.
370
13690
25
(0
Quercus Phellos
pow Odc
2Y Cal
370
9250
7
UPA
O
lNmus pa vifolia'Allee'
A16 Elm
311" Cal.
366
1562
11
USE
Mow serrota
Japanese zekova
211" Cal
451
4971
20
ASB
O
Acer sae n'BoAre'
Bonfire Sugar A apk
2 S" Cd
195
3900
Brojecd Evergreen
Quantify
Code Name
Symbol
Scienfific Nana
Common Name
Planting Size
Comments
10 yr Campy
Total Canopy
24
0
0
On aHanuafa'foieri'
foster Holly
6'-7'
16
384
9
lop
0
Ikac opaca
American Holly
6'-T
56
504
28
INS
€
Ilex x uie R Stevens
Nellie Stevens holly
6'-1'
44
1131
12
AAM
®
A tylia grmaoro
So hem Alognolia
9'40'
54
1188
Conifer Evergrem
Quantify
Code None
Syndnd
Scieefific Name
Carman KOM
Plc A." size
Comments
10 yr Canopy
Total Canopy
33
PO
O
Picea ammko
Serbian _pnKe (10 T48')
10'-12'
28
914
5
CL
x Cupressocyos leylandii
Leyland Cypress
$'-9'
23
115
n
TADI
Taxodwm dishc um
Balis cypress
3.5" Cal.
756
19
TON
Thuja ocadesntA %gra'
Dark GrA Arborvitae
1'-8'
10
190
Perennial
Qua &f
Code None
Symbol
Scientific tiara
Commcm Name
Wag Size
Comments
10 yr Campy
Total Canopy
15
BILA
O
Bignm wedata
Crossvine
1 -Gd
DEKA
Deasmm barbas
Climbing *40P
1_601
to
am
Erianihus ravemoe
1110" a brass
34ol
207
FPGA
0
40wm Awa*
Joe Pye Weed 'Wow
1 -Gd
138
IIFJH)
(D
Il rthm angustifolius
Swamp Surdlowff
Qt.
544
HYLt
Ilyrrsanocallis liriosmc
Spidelily
Qt
1307
IJA
O
urape muscat
Big Bloc lily Turf
1-W
493
UNv
0
brienpe muscari'vwne w
Vaiegoted 1.ilyhrf
i -W
163
LSP
O
1.iw nuscai'S edd
Creeping ulyw
1.6d
16
LIKE
O
ware sempervirens
Trtianpet Harney
1 -Gal
7
ASG
10
Miscanibus sinensis'Grocillarm'
Adder Gras
5-W/36"
31
AISO
4)
A= 16 sme nsus'variegdus'
variegated laimese Sihrer 6ross
5-W/36"
136
WA
0
Ne mix snsscifero'AAaggie Bele Sloae
Labs Alo* Belk Slocum
110111/01
427
PEAL
0
Pemiselurn alop«uriodes
founioin Gras
3-W
60
Asoerdhas smenis'Yau ]and
Ydw lima Gras
5-W
1036
POLO
0
Niederm cordal.
Ptd" Rush
Banaoot
136
POPE
Potanagelon pectinoius
Pond heed
11areroot
319
1%
O
Rudbedw f 4,do'Goldstrun'
Black-eyed Susan
1 -Gal
69
SAI
0
Sedum'Auhm W
WX Auium Icy
I -W
1000
ACV
O
Acorus catanus vane*
SW1d*
Boreroof
v
500
SCV
Scil us validus
Salt-sle n Bulfmsh
11aeroof
35
IANLA
nUniola
la Nin
ttocihem Sea Ooh
3-W
9
WR
O
lllisiaio we=
kwiom Wisteria
1-W
22
HSA
O
Heudnera sanguinea'Pa W Purple'
Palo Purple Cord Bells
#1 Calf.
9
HAG
O
Ibsta'August (Noon'
August Ilton Plo nfdn lily
#1 Cont.
11
SwN
O
Salvia rurnerasa'Aldnacht
by Night Salvia
16d.
Quon i
Code Name
Symbol
Scientific Name
Common Nene
manl* Size
Comments
10 yr Canopy
1*1 Canopy
8
ASA
O
Aesc 6 pawl M
Bol$ rush Buckeye
36"
36
286
16
CAHI
O
Cwn awfolio'a"Wrgbird'
14uhninOrd km nersweei
36"
16
256
225
CB
O
Conus bakys
Ws Red4w4 Dogwood
36"
71
16200
9
Q
®
Ilydragea guercifaho 'Snow Queen'
Snow Queen O0kW Hydro ngea
36"
16
144
2
MA
®
Ilydrange0 manowlla'Varimw
varieNted *olrana
36"
16
32
294
KST
O
Ilex crerula'Soft Touch'
SoB Pasch Holly
36"
16
4704
172
M
0
Ikoc 06 x'
hnkbrrry Holly Nigra
3b"
23
5566
167
111161.
0
Ilex glabro'Nigrc(
hdnbarry 111011y IBgra
36"
13
3114
49
IlXG1.
0
Ilex oatao'N W
IwWry Holly Nigra
3'-4'
23
1357
10
IGC
0
Ilex glabro "Conglocta'
Dwaf I46"
36"
23
230
151
RIP IBR
0
Iknc x lllesesvea 16 Princess' (I mok/10 femaW
Bloc Prince holly
36"
2.3
3473
127
M4
0
Nen virginica'Henry's GameY
Ikpry Gamel's Swe4re
36"
64
8128
209
]a JCGO
0
luniperus c1.* msis'Gold Coast'
God Coast Juniper
36"
11
2299
n
XNC
0
]unipmss ch inensis pfslzer. %cks Connpact'
tics Compact Bleu Pfilm
36"
11
847
18
Al'
O
Alm pexnylv0nica
Morlhern Boybeq
36"
18
314
28
M)ND
NO no domestsco
flemiy Baraboo
24"
U
476
259
PLO
0
Prcxus lauraceraws'06 U*en'
Olk Wyken Laurel
36"
10
2590
43
912
O
I m var. Noahlrrn'f6%W Capel Pack'
Pick flaws Carpet Rose
3 601
IU
SILP
Sorae0*nica'06 Princess
I& Princess Spired
36"
7
819
62
TGW
0
Tann x mts11a'Green Wave'
Green Wave Yew
36"
3
186
201
TXD
law x mecka Densif ormis
Dense Yew
36"
3
603
16
VKAA
®
vibamum plia hi n vor. tomentosun'1Naiesir
Illoriesii snowball
36"
50
800
18
VPTAA
VRnunum plww var. fanmtaun'Alariesir
Aoriesii snoWW1
36"
50
900
7
VPTl1
'(stannum pliadun ver. tamedosum'A ariesii'
Aloriesii snoAoll
51-6'
50
350
8
VIM
®
am= pranhh mt
Block M %swum
36"
64
512
76
MINI
vimmum rlrytidophytkrm
toolherleof V'bus um
36"
64
4864
81
VXP
You" x Pragense
Propene viburnum
36"
44
3564
28
VXP
viburnum x Pragassee
Progense vi6ff m
5'-6'
44
1232
161
MW
0
Junipeus horizonwis u lkrbor
Ba Harbor Juniper
24"
1%
MAA
0
Cama o nomum
91Y Dogwood
#1 Cont.
73
CEOC
0
CephOkr hw occidentalis
Wonbush
11 Cant
TOtAL:
231,222 sf
81
SNP
0
A -rico Penmyhsonico
Norlhem Bayberry
#1 Card
55
UBE
0
Under. benzoin
*cdp do
11 Cont
Aum
x: IM #112
Emsf seed CWWW Mi) 81
Mroseed seed rate of 15 Bulk pmmds per are
(0.4 ares shown)
Q)
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.0
i V TINA WOODS -SMITH i
No.000451
•ori Cy�A
Eer
SCALE: 1"=20'
DATE: 9-10-03
REVISIONS:
9-24-03
10-10-03
11-24-03
12-18-03
12-22-03
2-2-04
2-21-04
2-26-04
2-24-04 4-02-04
4-27-04 7-22-04
e-9427— —22-0
11-06-04
FILE NO: REG -01
SHEET
L2 OF 6