HomeMy WebLinkAboutARB201900084 Plan - Submittal (First) 2019-07-08ARB Submittal
TMP 60E-3
Contact:
Reid Murphy
BMC Holdings Group
reid@bmcholdingsgroup.com
434-825-1560
Steve Davis
Thrive Architecture
davisC&thrive-architectu re.com
434962-7241
Design Aesthetic
The proposed design is two stories high on Hydrauric and Georgetown Roads, with the grade sloping away on both ends
to the three-story rear fagade with tucked -under parking. All doors are vertically proportioned with transoms above for
optimal daylighting. The fagade features a rhythmic arrangement of punebed windowopenings, with the typical
window opening defined by a traditional tripartite division, and each division composed of a fixed vertical window over a
lower operable awning sash that maximizes opportunities for natural ventilation. The design is inspired by traditional
main street and mill buildings and is based on traditional proportions. The design is composed of regular bays with a
Palladian proportion of approximately 3:5. The architecture features a brick fagade, engaged brick columns, water table,
architrave, and cornice. Traditional red brick is corbeled into reveals at the water table, columns and architrave to create
shadow lines defining the major architectural elements. Openings are created and defined with brick arches above and
cast stone sills —analogous to the composition of ieff9ersonian window openings. The center entry pavilion features a
hipped 4:12 roof, with factory -painted standing seam metal.
Compatibility with the Entrance .Corridor
The .proposed development is within the Hydraulic Road and Earlysville Road Entrance Corridor (EC). A thorough
discussion of the various distinct stretches of this EC is beyond the scope of this narrative, and the narrative therefore
focuses on the portion of the EC in the vicinity of the.praject site —the .portion of Hydraulic Road between Earlysville
Road (approximately .9 miles northeast of the site) and Emmet Street (approximately .7 miles southeast of the site).
This portion of the EC has a diverse character that varies greatly and includes the following:
Single-family tames. Most are brick N'ha yl. ' s", generally dating to pre-1965.
• Multifamily developments, such as Westgate and Turtle Creek. With the exception of recent Stonefield
apartments, the multifamily developments generally date to the 1970's and 1980's.
• "Strip mall" buildings such as those at Whitewood Road and at Commonwealth Drive
• Commercial office buildings, such as those across Hydraulic Road from Albemarle High School
• Several churches, ranging from trad fkxial to crrbe porary
■ Industrial sites, such as Drillers Services, Inc.
i A farm
* Albemarle High School (AHS), including the modular and pre-engineered buildings used by Building Services
• Stonefield—a mixed use development
The south side of Hydraulic, near Emmet Street, is in the City of Charlottesville. This includes the newer Extra Space
Storage building at Inglewood Drive. ,
This reference portion of the EC was almost entirely built out by the mid-19IWs, andhas not witnessed significant
amounts of reinvestment. Many of the older developments and buildings on Hydraulic do not contribute to a pleasing
streetscape—many buildings are not.parallel to the street, several are fronted by large parking lots, and the landscaping
is minimal or absent.
In the last ten years, the two most significant changes have been the additions and renovation to AIMS and the
development of Stonefield.
AHS now presents an updated contemporary facade to the EC --with large extents of glass, metal panels, and woven
metal sunshades.
The development at Stonefield also utilizes a contemporary material palette. The two most prominent commercial
buildings at Stonefield are Trader Joe's and Regal' Stonefield. While both present large blank facades to Hydraulic, these
facades incorporate a variety of surface embellishments to add scale and texture to the street. A third Stonefield
building —the Hyatt Place Charlottesville —is also prominent, but it appears this buflding was not subject to ARB review
due to its setback.
Stiff undergoing renovaWns, the small "strip mafr at 285 Hydraugc Ridge Road (the corner of Hydrau is and Whitewood
Road) is being upgraded from a dated red brick and pedimented facade to a more contemporary painted brick and
stucco appearance.
Because the corridor is so diverse and the,preponderance of buildings were built prior to the current generation of
municipal regulations and because of the current zonin& the proposed building reflects more recent developments
along the corridor. The proposed building aesthetic carefully balances traditional notions suggested by the site's current
zoning with a fresh and cleanly detailed approach that is in keeping with recent nearby developments. The development
team believes that the proposed building improves the character of the existing EC by using the following strategies:
• siting the building parallel to the street
• providing a well -articulated and carefully detailed facade
• using architectural detailing, texture, rhythm, and transparency to provide a pedestrian -friendly environment
developing street -side pedestrian entrances
kxzthV parking bead and beneath the bulb kW
utilizing durable and low -maintenance materials that will minimize deterioration of the building's exterior
surfaces
• providing landscaping in keeping with current county requirements
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arch itectu re
No. Issue Date
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Project Number
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No. Issue Date
HYDRAULIC OFFICE
BUILDING
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OWNER:
CKW 2, LLC
1747 EARL YSVILLE ROAD
CHARLOTTESVILLE, VA 22907
DEVELOPER.,
BMC HOLDINGS GROUP LLC
400 LOCUST AVE, SUITE 3
CHARLOTTESVILLE, VA 22902
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
172 SOUTH PANTOPS DRIVE
CHARLOTTESVILLE, VA. 22911
(434)— 977— 8121
TAX MAP PARCEL No:
060FO-00-00-003DO
PARCEL AREA:
1.05 ACRES
ZONING:
C-1 ENTRANCE CORRIDOR
AIRPORT IMPACT AREA
CRITICAL SLOPES
NEIGHBORHOOD MODEL DISTRICT
USE:
PROFESSIONAL OFFICES
BUILDING HEIGHT:
35' MAXIMUM
SE TBA CKS:
FRONT,- 5' MINIMUM (25' MAXIMUM)
SIDE:
10' BUILDING SEPARA TION
REAR:
20' MINIMUM
AREA SUMMARIES: TOTAL BUILDING COVERAGE = 6,775 SF (15,7o)
TOTAL IMPERVIOUS COVERAGE = 14,099 SF (317.)
TOTAL OPEN SPACE = 24, 908 SF (547.)
MAGISTERIAL DISTRICT: JACK JOUETT MAGISTERIAL DISTRICT
WA TERSHED: SOUTH FORK RIVANNA RIVER
INITIAL ShITE PLAN
III
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BOUNDARY SOURCE:
PLAT "DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR,
DA TED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED A T DB 875
PG jil.
TOPOGRAPHY:
SURVEY BY ROUDABUSH, GALE & ASSOCIATES — JANUARY 2019
BENCHMARK:
SANITARY SEWER MANHOLE TOP 610.77 AND TRAFFIC BOX 614.79
DA TUM:
HORZ.: NA VD 88 VER T: NAD83
FLOODPLAIN:
THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE
RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DA TE:
FEBRUARY 4. 2005.
PARKING REQUIRED:
13,550 SF x 0.8 = 10,840 SF NET OFFICE SPACE
1 SPACE PER 200 SF = 55 SPACES REQUIRED
PARKING PROVIDED:
58 PARKING SPACES TOTAL
55 STANDARD SPACES*
3 ACCESSIBLE SPACES
*J SPACES RESERVED FOR TMP 60E-1 PER DB 1591 PG 160
LANDSCAPING:
SEE SHEET 5
LIGHTING:
1. LIGHTING PLAN WILL BE PROVIDED FOR FINAL SITE PLAN SUBMISSION
2. LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
3. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR
MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
DISTRICTS AND FROM ADJACENT ROADS.
4. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL
SITE WAS FOUND ON SUBJECT PARCEL.
NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL.
THE SUBJECT PROPERTY IS
NOT LOCATED WITHIN AN AGRICULTURAL —FORESTAL DISTRICT
THIS SITE IS NOT LOCA TED
WITHIN THE WA TERSHED OF A PUBLIC WA TER SUPPL Y RESERVOIR.
GENERAL Co"'00"N I RUC710N NOTES
PLAN NOTES
1. THE OWNER WILL DESIGNATE A PROJECT MANAIDER M ACT AS OWNERS REPRESENTATIVE DURING THIS
PROJECT. CONTRACTOR SHAII REPORT DIRECTLY 70 THIS PROJECT MANAGER UNLESS 07HOMM DIRECTED.
2. THE DESIGINER HAS CONDUCTED NO STUDIES DESIGNED M DISCOVER THE PRM= OF ANY HAZARDOUS
SUBSMkNCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM 'THE
PRESENCE ON ANY SUCH SUBSTANCIL
3. THE CONTRACMR SHALL OBTAIN ALL PERMITS REWRED FOR THIS WORIC AND PAY ALL ASSOCIATED FEEL
THIS INCL.LIDES ALL NECESSARY PERMrM INSPECTIONS, BONDS. AND OTHER APPROVAL RELATED MOO IN
ACCORDANCE WITH I MANS AS WELL AS LOCAL, STATIE, AND FEDERAL POLICIEL
4. PAVED OR RIP RAP DITCH MAY BE REOUIRED WHEN. IN THE OPINION OF THE RIESIDENT ENGINEER OR HE
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER M STABILIZE A DRAINAGE CHANNEL
5.ALL TRAFFIC CONTROL SOB SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES. LATEST EDITION. AND SHALL BE PROVICIS) BY THE CONTRACTOR.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1928).
7.ALL MATIERIALS AND WORI(MANSHIP WALL CONFORM TO THE VWT ROAD AND RNME STANDARDS (LATEST
MTN" AND THE VECT SM AND MOM SPIMIFICATMIS (LATEST EDITION).
EARTHWORK DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHOWISIE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH DaSTING SLOPES OR
BE NO GREATER THAN 2:1.
2.UNUESS OTHOWIISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE
COMPACIED TO 95% OFTHEORETKAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A,
WITHIN PLUS OR MINUS 2X OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL
3.ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4.ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM 70 APPUCABLE LOCAL ORDINANCES AND VDOT
ROAD & BRIDGE STMDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS..
5.ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDLATELY REPORTED TO THE
ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND
IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE
PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT.
rmRIAL DISTRICT.
,,w,,,JACK JOUETT IVIAGISTr.
trillu'-OUN mu FY
ALBEMARLE VIRGINIA
UTILITES & DRAINAGE SYSTEMS
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VICINITY MAP
SCALE: 1"= 1000 FEET
LEGEND
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED EDGE OF PAVEMENT
EP
EX. C&G
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
CG-6
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TRANSITION FROM CG-6 ROLL-TOP
CG_6 ROLL-TOP
EX. 15" RCP
EXISTING STORM SEWER
IF RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
—S —S —S
PROPERTY LINE
EASEMENT LINE
-----------------
CENTERLINE
LIMITS OF CLEARING AND/OR GRADING 1,1mm
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSED TREE
OAK
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL DOMSE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE
POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT
No ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR
OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
* CONTRACTOR SHALL MAINTAIN DUSTING STREAMS, DITCHES! DRAINAGE STRUCTURES, CULVEIM AND FLOWS
AT ALL TIMES DURING THE WOFK CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY
DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
* ALL PIPES, DrS AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING
BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO
UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILUED OR BURIED WITHOUT SUCH
INSPECTION.
4, ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
& REMOVED PIPE SHALL BE THIE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE
PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARIED OF DEBRIS AND ERODED MATERIAL PRIOR
TO FINAL ACCEPTANCE
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICKnONS.
&ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT RMED OR DISRUPTED FROM THEIR
PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, OCTIENDED OR OTHERWISE ROUTED USING
MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE
ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER.
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD. VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
VEHICLES PER DAY COUNT
PROPOSED STREET NAME SIGN
EXISTING SIGN
PROPOSED SIGN
SANITARY MANHOLE IDENTIFIER
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APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA DEPARTMENT OF TRANSPORTATION
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DAVID M. ROBINSON
Lic. No.
I60 L "o,,07-567MAR-19
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A description of all variances, zoning proffers, and bonus factors are provided
in tine:approved Code of development and include the following proffers:
1. The Owner shall Install a permanent 5—bike bicycle rack. as shown on the
revised plan entitled "General Development Plan page 2 of a dated
1-19-07 and last revised 2-25-05, hereinafter referred to as the as.
Installation of the bicycle rack *hail be completed prior to the issuances of
the certificate of occupancy for the building to be erected on the property.
2. The Owner shall construct one bus shelter as shown on the Plan with the
dimensions as follows: nine foot (9') —wide shelter with six foot (6) all
metal bench with back.
,t
3. Each building on the property shall be rated a minimum of 'Certified" (or t 1f
demonstrated to the County's Director of Community Devebpmenfe
satisfaction to be eligible to receive such certification) under the LEED NC_ _ SITE BENCHMARK
Green Building Rating System for New Construction and Major Renovation.
TMP 6CF-1 _ x;
4. The preliminary and final site plan shall delineate the Conservation and �= it
Preservatlon Areas on the property. The owner shall replace tress that must DYNAMIC INVESTMENT gggitl6
be removed in Conservation Areas. Replacement shall be two (2) trees of CAPITAL ENTERPRISES
similar species or quality for each removed or destroyed tree. NZONED: r-1
I tree ggg `
replaceent shall be in accord with the final landscape plan for the final USE: OFFICE BUILDING
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sitm
s , plan for the Property. 1;1
EXISTING
SANITARY LIMITS OF 1tg F
SEWER�� - j DISTURBANCE
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20 0 20 40 60
SCALE: 1 "=20'
LEGEND: ®mac �
SOIL TYPE BOUNDARY •
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
16.68'
235.00'
4'04'03"
8.35'
16.68'
N 00'37'3W E
C2
64.64'
265.00'
13'58'33'
32.48'
64.48'
S 0419'46" E
C3
97.24'
1696.02'
317'06"
48.63'
97.23'
S 12'57'35' E
C4
22.01'
60.00'
21'01'16"
11.13'
21.89'
N 0471'31' W
C5
23.84'
60.00'
2248*58"
12.08'
23.6W
N 27'29'12' E
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10'CHRr
c Y I SIGHT DISTANCE 415 ft LEFT
+; EXISTING SIDEWALK AND v EYE HEIGHT 3.5FT
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Lic. No.
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SHEET:
2 OF 5
0rtd Cover (acres)
A. Sods i 8 soils C Soils D Soils
Forest/open Space (acres) --undisturbed, i
;protected for_stjopen space or reforested fans - - ._ j 0,57
Managed Teri {aches] -- disturbed, graded for
,_yards or other turf to be mcwedjmanaged ' O:Oi
impervious Cover (acres) 1 0:47
g Fo ee tl'opener aware areas must he Protected in occordomm with the ViMinia Runoff Redurlion Afethod
Constants Rmoff Coeeffitients Rv
Annvai Rarnfali (inches)
43
Target Rawnfa { Event (`inches)
too
Total phosphorus (TP) EMC (m&h)
0.26
Total %tmgen (TN) EMwC (nsg,/i)
1.86
Target TP Load (lb/acre/+fir) 0A1
Pj (unitless correction factor) 1 0.90
T�ta�s
A SCEs
a Spoils
C soils
0 Soils
Forest/Open Space
0:02
ii.C}3
� 0..04
0.05
iManagedTutf
O.f5
32f1
4.22
0.25
Impervious cover
4.i5
0.}5
0.,)5
*To be addressed by Fiiterra System and on —site detention structure.
TMP 60E-2
GEORGETOWN GREEN
ZONED: R-6
USE: RESIDZNTIAL
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TMP 6CF-1
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CAPITAL ENTERPRISES
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USE: OFFICE BUILDING
EXISTING BUILDINGS
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DAVID M. ROBINSON
Lic. No.
� MAR 07—19
_&'S'10NAL. -
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DATE:
03-07-2019
SCALE:
111:20'
JOB:
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FILE:
19.0125
SHEET:
OF 5
PLANTING! T
STREET TREE REQUIREMENTS
1 LARGE TREE PER 40' STREET FRONTAGE (ENTRANCE CORRIDOR —HYDRAULIC)
248.5 LF OF FRONTAGE
TREES REQUIRED = (248.5/40)= 6.2 TREES REQUIRED
TREES PROVIDED = 6
1 MEDIUM TREE PER 40' STREET FRONTAGE (GEORGETON)
79.6 LF OF FRONTAGE
TREES REQUIRED = (76.6/40)= 2 TREES REQUIRED
TREES PROVIDED = 2
TREE CANOPY CALCULATIONS
TOTAL SITE AREA = 1.05 AC (45,747 SF)
PRESERVATION AREA = 0.27 AC (11,648 SF)
T SITE AREA = 0.78 AC (34,099 SF)
10% TREE CANOPY REQUIRED = 3,410 SF
TREE CANOPY PROVIDED = 12,928 SF (37.9%)
_LANDSCAPED PARKING AREA
REQUIRED 5%/1 TREE PER 10 PARKING SPACES
AREA REQUIRED ® 13,304 SF PARIGNG AREA * 5% = 665.2 SF
AREA SF 164 1 8.7%
PROVIDED — { )
TREES REQUIRED = 35 SURFACE PARKING SPACES / 10= 3.5 TREES
TREES PROVIDED = 4 TREES
CONSERVATION AREA PLANTINGS
2:1 REPLANTING RATIO FOR EVERY TREE OVER 12" DDH
TREES REQUIRES = 9 TREES REMOVED * 2 = 18 TREES
TREES PROVIDED = 18 TREES
GALVANIZED
GUY WIRE
\` 2"X2" HARDWOOD
i 1 STAKES
It �
120'
GALVANIZED RUBBER HOSE
GUY WIRE
2"X2" HARDWOOD
.STAKES
-m
REMOVE BURLAP FROM
! 1/3 OF BALL
NOTESSTREET TREE NOTES & DETAILS
i D
TREES1. SHOWN HEREON WERE SELECTED • I i. ALBEMARLE
! RECOMMENDED
PLANT SUBSTITUTIONS APPROVED BY THE ALBEMARLE COUNTY
DEVELOPMENTDEPARTMENT OF r •
PLANT2. • r CONVENIENCE
!r AIND SHALL BE
VERIFIED
r PRIOR TO
. •• •.-.
BIDDING.
MINIMUM3. TREES SHALL BE 2.5" CALIPER MEASUREDr! # LEVEL t
PLANTED.
4. TIMING r OF INSTALLATION:r r BY THE FIRST
PLA
TING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY U WITHINV .'#MOR PHASE THEREOF.
5. ALL TREES TO - PLANTED SHALL MEETr Y • OF ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER
THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE
VIRGINIA CHAPTER OF THE AMERICAN• Ir OF rSCAPE ARCHITECTS, • r THE
ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTME OF TRANSPORTATION.
6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY
CONTACT "MISS UTILITY" AT 1-800-552-7001.
7. ALL PLANT MATERIAL r, r r DURING INSTALLATIONAND UNTIL FINAL
PROJECT ANY PLANT MATERIAL WHICH rr r ► •- r . r.
!. IS UNHEALTHY r IN ! r OR OTHER DUE TO
EXPENSE.CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED
IN A HEALTHY CONDITION BY THE OWNER AND REPLACED
• , .HEN NECESSARY.
lr COMPLY . r r . ! r PLAN.
• Y •
. ALL SITE - r • • r : : r • - r BE
y.
MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF
r PLANT.
COMMON NAME
ff!R_ 7-NI-1
•BRANDYWINE
RED MAPLE
.': -rubrumMEE
Acer rubrum • • '. , ."
r ,
COLUMNAR GINKGO TREE
Gip—kgo biloba ry r
! r
•..
Understory
Trees
r
r
..�
'Evergreen ---
Ilex x 'Cont
r r Y•
EM
a f•_ a •,
.e
;Shrubs
CHICAGOLAND GREEN BOXWOOD
Y •. r
•: • e • e•
•
TOTAL 12,928 SF
A TA L E N TRRI�
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NSERVATION k AREA
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SCALE: 1 "=20' -bq 1PE
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DAVID M. ROBINSON
Lic. No.
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