HomeMy WebLinkAboutSDP200400085 Plan - Other (not approved) 2004-12-08M NOR S EPLAN AMENDMENT FOR
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ZMA-2001-019 Hollymead Town Center Regional Service Area B
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) comprising all or some of the above
Hers or their dui authorized
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Code the 9
CountY
.3 of the Albemarle
o Section 33(
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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 Hollymeod Town Center Regional Service Area 8, (Sheets A-1, A-2, and A-6 of 7 only), prepared by Rivanno Engineering & Surveying, PLC, revised February 15, 2002, last revised April 29, 2003 ("Application Pion"). The owners have presented, as part of their
P defined above shall be deemed
and illustrations for various purposes, but principally to provide justification for the rezoning actions they ore seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicants rezoning application, other than the Application Ian as de e
rezoning applications, a number of conceptual plans a P P P Y '
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 8, as shown on the Application Pian (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 Department 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 turn 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 tum lanes and signalization at Route 29 and Access Road 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 tum lane on Route 29 at the intersection (to allow left turn movement into the cemetery). All turn movements shall be signalized at the intersection of Route 29 and Access Road A, as approved by VDOT.
C. The Owner shall dedicate land, if necessary, and construct a continuous right turn 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, 26, 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 8 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 geometries 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 Rood A fromm the western boundary
of Area B to its intersection with Stateto Route 606 also known as Dickerson Road and as shownon the attached map entitled Future Roads dated Ju
1Y15 2003 ("Exhibitxhibit A)
Construction of this section of Access Road A sha
II be completedleted for
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 travel lanes (one in each direction). Notwithstanding the foregoing,
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
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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 makes 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 blue 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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owners refuse after request
from the Count to
issued for an use within Area B until the segment 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 to the County in an amount sufficient to assure its construction and VDOT s acceptance. If the of Area Aq 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 land 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 transportation study for the Route 29 corridor. The $50,000.00 contribution shall be made within thirty (king and ??r ?30) days after requested by the County following site plan approval for Area B and, if not expended for
such purpose after three (3) years from the date the funds were contributed such funds shall be refunded to the Owner.
Upon h request f County, Owner shall petition for and consent to a Community Development Authority ("CDA") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending, or maintaining (except to the extent
6. Upo the eq est o the Cou y,
include,but ma not be limited to, improvements to Route 29 from the South Fork of the Rivanna River to Airport Road or the extension of Ridge Road as depicted on Exhibit A, to the south and across the Rivanno River to connect to Berkmar
VDOT maintains any public improvements) Route 29, and roads and other improvements associated therewith, which shally P
i herein. This proffer shall apply only if, at the time of the
Drive. This proffer shall only apply if all of the owners of the lands subject to ZMA-01-018, ZMA-01-19, ZMA-01-020, and ZMA-02-002, as such applications exist on July 16, 2003, excluding residential property, have joined or been caused to join the same or a similar CDA for the purposes described p ppy y ,
formation of the CDA, the rote of any special tax imposed shall be uniform and shall not exceed twenty-five cents ($.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 walkways/grade arms located within parking areas depicted on the Application Plan, located to the satisfaction of the Director of Planning and Community Development. These 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 42B, 42C, 42D, 42E, 43 & 43A, is 24.7 acs. Loc on Rt 29 N approx 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, signoge and pavement markings shown on a site plan for the development.
SP -2001-064. Hollymead Town Center. "Drive -In 8'
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 pion for the development.
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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 DEVELOPMENT—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:
REGIONAL SERVICE AREA "B":
BUILDING AREA = 294,502 SF
OUTDOOR SEATING AREA = 662 SF
REQUIRED: 4.5 SPACES PER 1000 SF.
295,164 SF GLA/1000x4.5=1,328 SPACES
PROVIDED: 1,328 SPAC S (INCLUDES 28 HANDICAP SPACES)
LOADING SPACES PROVIDED: 17 SPACES
INITIAL NET FLOOR TO AREA RATIO: 0.31
I) N`� A 7yvyy �` N // GN � 11 Lu) I �,,&
C1
POST—DEVELOPMENT
6
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
I) N`� A 7yvyy �` N // GN � 11 Lu) I �,,&
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
X
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 Sidewalk/ Pavement
T
Electric Transformer
F1
Fil terra
ti
Q
N tea. o�o� Airport Rd
�Q
SITE Proffitt Road
�
)'�C�N�TY
SAP
SCALE: 1" = 2000'
1. WORK SHALL BE SUBJECT TO IN SPEC TION A -Y THE 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 ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL
UNDERGROUND LINES AND STRUCTURES 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 ELEVATIONS SHOWN IS 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 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE 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. ALL WATER METER SIZES AND LOCATIONS SHALL BE SUBJECT TO THE APPROVAL OF THE SERVICE AUTHORITY. RECEIVED
9. BACKFLOW PREVENTION DEVICES ARE REQUIRED ON ALL DOMESTIC WATER SERVICES LINES AND FIRE SPRINKLER LINES. DEC g 8 2004
COMMUNITY DEVELOPIV;ENT
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 DEPARTME;4T 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 HE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAM t ',E RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED.
3. EROSION AND SILTAT'ON 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 Olt 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 CONTRACTOR'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 NOT LOCATED 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 LUMINARIE 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.
1. If the elevation, location, or configuration fo the proposed buildings, stormwater
management ponds, or pavement areas changes from that 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 WP hPrPhv r'ertifv that the attached aeotechnical specifications. and the site Dlon 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.
Project Title:
HOLLYMEAD TOWN CENTER
REGIONAL SERVICE AREA B
Rivanna District, Albemarle County, Virginia
Sheet No: 'Drawing Title:
C1 of 6 I COVER SHEET
Scale: AS NOTED Drown By. JMS
Date: 10.8.04 Checked By. TRM
15v -T Z,,, ouO8 &__
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:
NO. I DESCRIPTION I DATE
LTH �FLi
o TIMOTHY R. MILLER
CERTIFICATE No.
30542
SSS/ONAL ANG
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i
TINA
WOODS -SMITH
i
No.000451
SCALE:
1 "=20'
DATE:
9-10-03
REVISIONS:
PLANTING DITAILS
NOTE:
STAKING AND GUYING MAY BE REQUIRED TO COUNTER B GH WINDS, SOIL SETTLEMENT, STEEP SLOPES, VANDALISM, OR
OTHER CONDITIONS 7H R EATENING TREE HEALTH OR SUI TABLE GROWTH PATTERNS
�. 2" X 2" STAKE
EDGE OF SAUCER
8L7� LiTI3t>r!'
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.
• 1 "" V 7" X V' STAKE
OF SAUCER
OTBALL lz
..�'� 2 PIECES RUBBER HOSE
DOUBLE STRAND J12 GAUGE DOUBLE #1 4 GAUGE GALVANIZED
GALVANIZED WIRE, ALLOW FOR WIRE TWISTED UNTIL TAUT AND
i"-3* SWAY TREE IS PLUMB, ALLOW FOR 1-3" SWAY
REMOVE ALL WIRE, PLASITC 2-3" LAYER SHREDDED
ROPE, AND BURLAP HARDWOOD BARK MULCH
(NATURAL AND SYNTHETIC) DQ NOT MULCH ADJAC. TO TRUNK
FROM TOP 1/2 OF BALL
2-3" EARTH SAUCER
2-1 //2' MIN.OAK 2" X 2" BACKFILL HATH 3/4 EXiST.
STAKE FLUSH WITH SOIL, 1/4 ORGANIC MATERIAL AND f
GROUND FERTILIZER AS SPECIFIED.
AND BOTTOM UNDISTURBED SOIL
PEDESTAL
NOTE
PLANT 1/8 OF iII I iI iI I{=
ROOTBALL ABOVE
FINAL GRADE.
2-3 X WIDTH OF ROOTBALL
>,DISTAL
NOT TO SCALE
NOTES:
flymus virginicus
STAKE ALL 5' —8' EVERGREEN
19%
TREES WITH TWO PRESSURE
fox Sedge
2 EXATEQ PINE OR OAK STAKES
Heliopsis heliontholdes
Ox lye Sunflower
5%
PLANT 118 OF ROOT BALL
ABOVE FINAL GRADE.
REMOVE ALL WIRE, PLASiTC
5%
AND BURLAP
Blue Vervain
(ROPE,
(NATURAL
1%2 SYNTHETIC)
fupaforium perfolialum
FROM BALL
PRUNE ONLY TO REMOVE DAMAGED
Euthanmiagraminifolia
OR BROKEN BRANCHES.
5%
NEVER CUT LEADERS.
Soft Rush
USE 2 STRANDS OF GALVANIZED 14 GA.
Carex (upulina
WIRE THROUGH RUBBER HOSE TWISTED
3%
UNTIL TAUT AND TREE iS PLUMB.
Spotted ]oe Pye Weed
SET STAKES OR GUYS
Scirpus polyphyllus
1/2-2/3 UP TREE
2%
2-3" LAYER SHREDDED
Cosmos Sedge
HARDWOOD BARK MULCH
Scirpus ryperinus
DO NOT MULCH ADJAC. TO TRUNK
9" MINIMUM
3" EARTH SAUCER
Lurid Sedge
BACKFILL 3/4 EXIST. SOIL AND I
ORGANIC MA`PLus
I �=
SCARIFY SIDES &BOTTOM II11111i�IHI 1i(l
STAKES TO EXTEND 12" BELOW
TREE PIT IN UNDISTURBED GROUND
5' TO 8'
NOT TO SCALE
NOTE: FOR CONTAINER GROWN SHRUBS
CUT 4-5 1" GROOVES THE LENGTH OF
THE ROOTBALL BEFORE PLANTING.
2-3" LAYER SHREDDED
BARK MULCH
$LUBACKFILL
11FER%4 30RGANIIC AT
PS TIL. AS SPEC.
SCARIFY SIDES
AND BOTTOM
REMOVE CONTAINER
BEFORE PLANTING
3" EARTH SAUCER
NOTE:
6- PLANT 118 ROOTBALL
ABOVE FINAL GRADE.
CONTAINER PLUS 12"
NOT TO SCALE
NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTACTING MISS UTILITY PRIOR TO ANY DIGGING.
�— PRUNE GROWTH TO
REMOVE PROBLEM,
DISEASED, OR WEAK
BRANCHES.
REMOVE ALL WIRE, PLASITC
ROPE, AND BURLAP
6NATURAL AND SYNTHETIC)
FFRROM TOP 1/2 OF BALL
2-3" EARTH SAUCER
efli UNDISTURBED SOIL
- PEDESTAL
NR F
PLANT 1/8 OF
ROOTBALL ABOVE FINAL, III Ii
FE—Iri
STAKES EXTEND 12"
INTO FIRM GROUND
2-3 X WIDTH OF ROOTBALL
-,
2-1/2* CAIMM DECIDUOUS nm PTA EME—DETAL
NOT TO SCALE
1-2" LAYER SHREDDED —�
HARDWOOD MULCH B" MIN. SPACING OR AS INDICATED
2" ORGANIC MATTER ADDED—' TOPDRESS BED WITH
AND WORKED INTO 4"-6" OF FERTILIZER AS SPECIFIED,
PREVIOUSLY LOOSENED SOiL WORK IN.
NOTES / TABULATIONS
LMf)StAPf RfQUIRfINENTi:
Nofe:s:
STRffT TO: 1. In addition to the above plantings, contractor is to install 1 Myrica
US 29 pensylvanica (Northern Bayberry) @24"-30",18 total, in each of the filterra
Required: 1,400 Lf/ SO if = 28 #reg
Provided: 36 frees storm wader filtration boxes. Node: the 18 plans are tabulated in the Plank
Tabulation.
Access Road A:
Required: 950 if / 50 if =19 he¢s
Provided: 38 Trees 2. Easements for planings within the right of way will be obtained from
VD01 prior to site plan approval.
Interior Trees:
Canopy Required: 5% 1,071,576 Sf = 53,578 Sf
Campy Provided: 61,251 Sf
Quantity Required: 1 Tree per 10 spaces
(1339/10 =133.9 Trees)
entity Pro 'do : rees ..�_...._
Total Canopy:
Required: 10% 1,1071,570% =107,157 Sf
Provided: 231,221 Sf
3. Contractor shall furnish and install 30 tree guards, Olympic - fairweather
T6.11 5 ff. hf.1 black powder coal finish. Insall per manufacfurere
recomendafions. Equivalent free guard may be subsfifufed.
fRNMX-112 WETLAND MEADOW MIX
20%
flymus virginicus
Virginia Wild Rye
19%
Carex vulpinoidea
fox Sedge
5%
Heliopsis heliontholdes
Ox lye Sunflower
5%
Scirpus afrovirens
Green Bulrush
5%
Verbena hastala
Blue Vervain
5%
fupaforium perfolialum
Bonesef
5%
Euthanmiagraminifolia
Grass leaved Goldenrod
5%
]uncus effysus
Soft Rush
3%
Carex (upulina
Hop Sedge
3%
fupalorium maculafum
Spotted ]oe Pye Weed
3%
Scirpus polyphyllus
Many leveed Bulrush
2%
Carex comosa
Cosmos Sedge
2%
Scirpus ryperinus
Wood 6reass
1%
Cares lurld'a
Lurid Sedge
2%
Bromus alfissima
Wild Brame Grass
2%
6lyceria grandis
American Mannagrass
1.5%
6patorium fisfulosum
Joe Pye Weed
1%
Veronia noveborac¢nsis
New Your Ironweed
1%
6eum lacinialum
Rough Avens
1%
Pethorum sedoides Ditch
Sfonecrop
1%
lizia aures
Golden Alexanders
1%
Ludwigia alternifoia Seedbox
1%
flelium autumnale
Common Sneezeweed
1%
Carex scoparia
Blunt Broom Sedge
1%
Aster umbellatus
flab Topped Umbrella Asher
PLANT TABULATION
RMAleeF DEcidueus
Quantity
Code Name
Syrr61
Scientific Name
tonanon None
Planting Size
Comments
12
ACIN
O
Acer nhr mrs
Iled A ple
23" Cal.
5112
29
ARK
O
Acer rubrum 'Kop&
Kotpick Red Maple
3.5" Cal.
321
21
AROGO
0
Acer rubra n'October Glory/
October gory mople
2.5" Cal
15,164
7
AGAR
®
AmelorAier x grandiflora'Auhann Brilliance'
Andumn Brilliance Serviak"
6'-7'
106
52
BENI
►
Befula nigra
River Birch
23" W.
0
26
CE1A
O
Cerddiphyllum jaonpicwn
Kafswa tree
2 3" nal
370
2
CECA
Uriope musty
Cercis conademis
EOtem rec6d
13" Cal
493
5
cm
G
thiononlas virginicus
bile fringetree
36°
163
17
CXR
!Snaps muscari'Spicata'
Comus x Up
Stellar Pink flowering Dogwood
6'-1'
16
8
fRAAIfraxaws
loniaro sefnpervirens
anencana
WRnrfeAsh
2.5" Cd
7
41
RX
0
Fraxr"permsomica'Pa me'
Patrrare Ash
2.5" Cal
31
25
GTS
00
Gledifsia triacanilm'gotlenWes'
uamaster Maley horst
23"nal
136
36
611
0
6lama trioco ntles'Cortine for
confwental Roney Lauf
2Y Cal.
427
4
UN
Perrnisetun aopearrioda
lagerstrovWo iaco'totched
Nalcla Crape Myrtle
6'-1'
60
12
URC
a
logersfroemia indicu'Red Gwokee'
fzape AlyrHe'Red Cherokee
b'-1'
1036
37
L111
a
Logerstrwak indico'Tuskegee'
Crape *A'Tuskepee'
6'-1'
136
28
ISR
(D
Ligrridanbor sy41aciftu0'Rofund1l0W
munMoba sweelo n
33" Cal.
329
30
IHL
fuklido'Goldstnrd
liquidambar syhocifluo'Rolu ilobd
Rowilobo Sweeigum
2.5" Cal
69
9
OYI
sedum'Auhmm Jag(
Osfrya virginiote
Amirican 11000rown
2.5" Col
Iwo
0
PLA[
, AOarus calmmoss vad"010
maim ocAlia
London Plane Tree
13" Col
500
18
PRSA
(J)
Prunus subhrrtello 'Asshmmolis
Auiumn flowering Higcm Cherry
2 3" Cal
35
14
PXI
G
Prunus x incanp
Oka= Cherry
2.5" nal
9
31
QP6P
0
Quercus palustris 'Green Pillar'
Pm 04 - Green Pilbr
33" Cal.
22
25
WN
(D
Querars phelos
Willow Oak
2 3" Cal
9
1
tlPA0
Hasto'Augrat Maas'
LAmus pmvuia'Ulee'
Mlke Elm
33" Cal.
11
11
IESE
Salvia r nnerwo'iN onodd'
Zelkow serrok
Joptmese zelkova 11
13" Col
20
ASB
O
Acer soaharum'Bo be
Bonfire Sugar Maple
2.5"Cal
Rrnneileef i�vtzrer�n
Qua►tify I
Code Name
syrrrbo)
Scientific Name
Common Norse
Plating Size
Continents
24
in
€
Ilex 0lfenu0ln'fosf r
Easley lolly
6'-T
5112
9
IOPIlex
O
opera
American Holly
6'-T
321
28
INS
0
lex x'Nellie R Stevens'
Nellie Stevens (lolly
6'-1'
15,164
22
All
®
A tylia gronHora
%&M Magnolia
9'-10'
106
fnni6r Werereen
iantii�cc&
Name
Symbol
Scientific tomer
Common NOW
Nothing Size
Comments
33
PO
O
Prow onnu
Serbian Syuvice 00 7'47
1-601
5112
5
CL
O
x Crgrressocypafirs leylandii
Leyland cypress
8'•9'
321
21
TADI
0
Taxod'irn his &n
Bald cypress
33" Cal.
15,164
19
TON0
0um
Thuja occidentolis'Ntgra'
Doo Green Arbo06
I 7'48'
106
Quantity
Code Name
Symisol
Scientific tome
Common Name
Ranting Size
Comments
15
BILI
O
Bignoma oopndola
Croswine
1-601
5112
16
DO
O
Dwomarm barbas
airrlsing *1101rgw
1-Gol
321
to
{�,
®
Erianlhrss ravesnoe
Rountree Grass
3.601
15,164
2O7
EP6A
0um
Potmwvewat
loe lye Weed'6alewal(
T -6d
106
138
HEAR
X
Nelionl1w erguShNius
SWWO Sc Ower
Qt.
0
500
HNU
>
Ilynnanocali'a I�iosnx
Spidalily
36°
370
1307
LAI
Uriope musty
4 Nut lilt+ Imf
1.601
361
493
LAV
0
!iniops rrrssmri'Yan7ega}d
Variegated !flyby!
I-fml
36°
163
LSP
O
!Snaps muscari'Spicata'
n9 �
1.6x1
Q
16
LOSE
U
loniaro sefnpervirens
Trumpet &neywdtkt
1401
36"
7
MSG
0
INiscarrllrrs sinasis'&adllururr
Il wen Grass
5-Gd/36"
36°
31
AiN
40
1Nisca1111us sinasus'Variegaw
variegated IV=* Suver Gross
5-Gal/36"
36"
136
NNAiB
0
Nektmbo nudf ro'Pajoe Bele Slocum'
1.01W edit chasm
Barefoot
36°
427
PEAL
0
Perrnisetun aopearrioda
fountain iotas
3.6x1
36"
60
AISYI
f2
%=&a o nmds'Ydw Tuna(
Yaku Time Grass
5.6ol
36"
1036
POCO
0
Pante M cordata
Pxkerel Rush
Baraoof
24"
136
POPE
0
PoiamWgeton pectinalm
Pond Weed
Baroaot
36"
329
RfG
U
fuklido'Goldstnrd
Bkxk-eyed Susan
1.601
3 Gal
69
SAI
0
sedum'Auhmm Jag(
Sedum Aulunn Toy
1.601
36"
Iwo
, ACV
n
, AOarus calmmoss vad"010
SWeatflag
,Barefoot
,
500
Sa
SC" vdidus
Sofl-stem Bsrltnssh
Barefoot
"
35
!IIIA
0
Uniolo latiWW
io 16M Sea OA
3.601
36°
9
WR
O
Wistera we=
American Wfiteria
i-Gol
36"
22
IISA
O
fkucliero sanguusw'Paiaoehx*
Paw Parpk Cord Bells
#1 Caryl.
9
IIA6
1 O
Hasto'Augrat Maas'
August Am Plantain illy
#1 i.0nl.
°
11
VIA
1 O
Salvia r nnerwo'iN onodd'
May Nnght Salvio
160L
"
Quantify
Code Name
Symbol
Sd6+& Nance
Common Name
Uling Size
Comments
8
AEPA
0
ANW6 potv&C
11d6 resin 8udceye
36'
5112
16
CALM
O
ado olnifolio %immingbird'
tkowrgbird Summ wad
36"
321
125
CB
O
Comas Wleyi
Baiey/s Reel,!* Dogwood
36"
15,164
9
WA
®
Hydrongeo 9wdfolio'Srew Queen'
Slaw Queen Odrleaf III," gw
36°
106
1
HNYA
®
flydragw moaoplWNa'Vorsegala'
Variegated **w
36°
0
294
10116
99
amts %fi TGUCW
Sof} Touch Holy
36°
370
171
ILXq
2562
Ilex gkbra'Ni d
bn dwy Holly tfigro
361
3900
167
ILX6l
0
Ilex gk6ro'Nigrd
laerry Holly Nigro
36°
W
49
ILX6l
0
Ilex glabro'Nigrd
IrAberry Nally Nigra
Q
�
10
16tO
ikx glabm "Comp &
DwwF Irdcbefry
36"
151
BIP ORlac
x Aleservwe'116 Princess' 0 mole/10 ferrels
No Prince Holly
36°
127
MIG
®
Neo virgirrca'Haay/s Camel'
Neat' Ganel's Sweeispnre
36"
209
Jtic I GO
0
luniperus chinersis'Gold toast'
Gold coast Ir4er
36°
77
xK
luniperm danensis ptilxer. IN& Campocl'
Ni� Convect Blue PWzer
36"
18
IMP —�00
Noe Pay e
N 464 Bayberry
36"
18
NOW
Range dometico
H O"k Booboo
24"
259
Pt8
0
Prunus louraerasus'Olfo luyked
ON luyken Lorre!
36"
43
Rfa
O
Rose van. tbalrum'F6W Carpet Pink'
PA flower Carpet Rose
3 Gal
117
STIP
Spinosa japornico'LifNe Princess'
Lillie Princess Spires
36"
62
TGV
0
Ims x msd'ra,Grm Wave'
6" Wave Yew
36"
201
0
1=8 x =& De w6mis
Dense Yew
"
16
VPTA
®
T& an phcalnrrs Ver. tarrnertasun'Alanessr'
Monesii snowball
36°
18
VPTA
Viburnom p kdm M. fornator m A aloin'
Alantins $ Wbdl
36"
7
VPTAI
16m m phcdrrm ver. fornenfostsrrr'Aa Wi'
hriesh snowball
8
VAR
®
&nw punifolunn
Blakha Viburnum
°
76
VN
irfinrurn rlryt &Owlkvn
Le 6860E varrmurr
"
81
VXP
Wrbnxmwn x Progarse
Pr rot vin
"
Z8
VX
vimmum x Progase
Progense vibcrmcm
161
1"
0
hmipemss 11014 rt01IS 1W Harbor
Bar oot or Juniper
14"
1%
COM
Corrin oma num
Silky Dogwood
111:64.
73
CEOC
0
CephOknrtlass owde ntoln
wonbush
111 Cont.
81
MP
0
Aiyrico parsydvotric0
Nathan Bayberry
#1 card
55
LIGE
0
benzoin
Spicebnaln
fl tors♦
I6-vA1rW�1a k ix: NAIX 1111
Ent Seed Eff"W (8m) V
*j&oseed seed rale of b k& pounds per we
(OA ares s6w)
10 yr Canopy
Total caw
397
4764
397
11513
397
8337
130
910
391
20644
222
5112
124
248
115
625
124
2108
321
2576
604
24,764
424
10,600
424
15,164
77
3011
77
914
77
2849
106
5768
206
6180
99
891
0
0
67
1206
99
1386
370
13690
370
9250
366
2562
451
4971
195
3900
10 yr Canopy
Total Canopy
16
384
56
584
44
1232
54
1188
'10 yr Canopy
Total Canopy
28
914
23
115
11
756
10
1�
10 yr Canopy
Total caw
36
288
16
2%
11
16200
16
144
16
32
16
4704
23
5566
23
3174
23
11
23
230
23
3473
64
8118
11
2299
n
847
18
324
17
476
10
2590
I
7
819
3
186
3
603
50
800
50
900
50
350
1A
511
64
4864
44
35M
44
1131
U
�
TOTAL: 231,221 Sf
U
.EZ..
�w
Cl
IT,
00
ILOL9
00
M
M
O
Ln L1
00
3
o o
Q N
W
z�
W o
o>�
V W
LO==
W
°.°tea=.
I—
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♦ �♦
i V TINA WOODS -SMITH
�, No.000451
st41%:NI" ,����
r
an
4#
SCALE: 1"=20'
DATE: 9-10-43
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
27— —22-0
11-06-04
FILE NO: REG -01
SHEET
L2 of 6
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♦ �♦
i V TINA WOODS -SMITH
�, No.000451
st41%:NI" ,����
r
an
4#
SCALE: 1"=20'
DATE: 9-10-43
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
27— —22-0
11-06-04
FILE NO: REG -01
SHEET
L2 of 6