HomeMy WebLinkAboutSDP201900014 Plan - Submittal (First) Initial Site Plan 2019-03-07OWNER: CKW 2, LLC
7747 EARL YSVILLE ROAD
CHARLOTTESVILLE, VA 22901
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:
060F0-00-00-003DO
PARCEL AREA:
1.05 ACRES
ZONING:
C-1 ENTRANCE CORRIDOR
AIRPORT IMPACT AREA
CRI TI CAL SLOPES
NEIGHBORHOOD MODEL DISTRICT
USE:
PROFESSIONAL OFFICES
BUILDING HEIGHT:
35' MAXIMUM
SETBACKS:
FRONT- 5' MINIMUM (25' MAXIMUM)
SIDE:
70' BUILDING SEPARATION
REAR:
20' MINIMUM
AREA SUMMARIES:
TOTAL BUILDING COVERAGE = 6,775 SF (15%)
TOTAL IMPERVIOUS COVERAGE = 14,099 SF (31%)
TOTAL OPEN SPACE = 24,908 SF (54%)
MAGISTERIAL DISTRICT
JACK JOUETT MAGISTERIAL DISTRICT
WA TERSHED:
SOUTH FORK RI VANNA RIVER
BOUNDARY SOURCE:
PLAT "DIVISION OF DUNLORA" PREPARED BY KM. MORRIS FOSTER, LAND SURVEYOR,
DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 7985, RECORDED AT DB 875
PG 33I.
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:
FEBRUAR Y 4. 2005.
PARKING REQUIRED:
13, 550 SF x 0.8 = 10,840 SF NET OFFICE SPACE
I SPACE PER 200 SF = 55 SPACES REQUIRED
PARKING PROVIDED:
58 PARKING SPACES TOTAL
55 STANDARD SPACES*
3 ACCESSIBLE SPACES
*3 SPACES RESERVED FOR IMP 60E- l PER DB 7591 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
AWA Y FROM ADJOINING RESIDENTIAL DISTRICTS AND A W/A Y 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 Sl TE IS NOT LOCH TED
W/THIN THE WA TERSHED OF A PUBLIC WA TER SUPPL Y RESERVOIR.
GENERAL CONSTRUCTION NOTES
PLAN NOTES
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS
SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE
PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.
THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN
ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
EARTHWORK, DRAINAGE, 8 SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING; SLOPES OR
BE NO GREATER THAN 2: 1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE
COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A,
WITHIN PLUS OR MINUS 2% 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 TO APPLICABLE LOCAL ORDINANCES AND VDOT
ROAD do BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANTS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY 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.
r
IN ITIA SIT P m=AN
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VICINITY MAP
SCALE: 1 "=1000 FEET
UTILITES 8 DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES.
CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST
48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY
(1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE
AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE
THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE
RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL
CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S
RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES
SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE
BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL
ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL
BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH
UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED
AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE
EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER.
CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES
ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFlLL SHALL BE CAREFULLY
PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY
UTILITIES REMOVED AS PART OF THE WORK. AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL
BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE
INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY
OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER
BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE
CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT
REVISIONS.
LEGEND
EXISTING INTERMEDIATE CONTOUR
-_. 332
EXISTING INDEX. CONTOUR
_. .. 300 __...._.._ ....
PROPOSED CONTOUR
20 .__.
EXISTING EDGE OF PAVEMENT
EX. P
PROPOSED EDGE OF PAVEMENT"
EP
EXC&G
EXISTING CURB AND GUTTER
PROPOSED CURE AND GUTTER
-�.
TRANSITION FROM CG-6 ROLL-TOP
C -0 ROLL-TOP
EX. 15" RCP
EXISTING STORM SEWER;;
15" RCP
PROPOSED STORM SEWER
I I I
EXISTING SANITARY SEWER
.......
PROPOSED SANITARY SEER
- s s s
PROPERTY LINE
- -
EASEMENT LINE
-----------------
CENTERLINE
-
LIMITS OF CLEARING AND/OR GRADING
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
+ 12.0
EXISTING TREE DRIP LINE
EXISTING TEE
PROPOSED TREE
OAK
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE 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.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS
AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY
DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES. DI'S 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 BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
& REMOVED PIPE SHALL BE THE 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 CLEARED 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 SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR
PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED 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 ` 1 TEE
PROPOSED WATERLINE / TEE
_w_w
EXISTING FIRE HYDRANT
�
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
-®-W W
PROPOSED WATER METER
EXISTING REDUCER
_.
PROPOSED REDUCER
W 0 W
HANDICAP RAMP (CG-'I2)
�
DENOTES LOCATION UP STD. VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
VEHICLES PER DAY COUNT 1,234 VPD
PROPOSED STREET NAME SIGN
+
EXISTING SIGN
-�-
PROPOSED SIGN
�-
SANITARY MANHOLE IDENTIFIER
12
STORM DRAIN STRUCTURE IDENTIFIER
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2. The Owner shall construct one Dus snercer as snown on me rian wim the
dimensions as follows: nine foot (9') -wide -shelter with six foot (6') all
metal bench with back.
3.,Each building on the property shall be rated a minimum of "Certified" (or
demonstrated to the County's Director of Community Development's
satisfaction to be eligible to receive such certification) under the LEED NC SITE BENCHMARK
Green Building Rating System for New Construction and Major Renovations.
4.The preliminary and final site plan shall delineate the Conservation and TMP 60E-1 '
Preservation Areas on the property. The owner shall replace trees that must DYNAMIC I N Vr S TM E N T3 , ;
be removed in Conservation Areas. Replacement shall be two (2) trees 'of CAPITAL ENTERPRISES
similar species or quality for each removed or destroyed tree. All tree ZONED: t:
replacement shall be in accord with the final landscape plan for the final U SE: OFFICE BUILDING
Qita nlnn Mr the Prnnerty_ a -
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
16.68'
235.00'
4'04'03"
8.35'
16.68'
N 00'37'30" E
C2
64.64'
265.00'
13'58'33"
32.48'
64,48'
S 0419'46" E
C3
97.24'
1696,02'
3'17'06"
48.63'
97.23'
S 12'57'35" E
C4
22.01'
60.00'
21'01'16"
11.13'
21.89'
N 04'21'31" W
C5
23.84'
60.00'
22'45'58"
12.08'
23.68'
N 27'29'12" E
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FILE: 19.0125
SHEET; 2-
:Land Cover (acres)
Forest/open Space (acres) -- undisturbed,
'protected forest/open space or reforested land
_— - -
,Managed Turf (acres) -- disturbed, graded for
-yards or other turf to be mowed/managed
Impervious Cover (acres)
Fvres?/opr n spa e.8 oreos rrsust he profeEe
rnnctantc
A Soils a Soils C Sails
0.57
0II1
0.47 .
in rse"a.ordonce with the Virja'rdar h€aaatff Redacdon Method
Rrrnnff Cnpffirient-� (Rvl
Annual Rainfall (inches)
43
Target Rainfall Event (inches)
1.00
Total Phosphorus (TP) EMC (mg/L)
Total Nitrogen (TN) EMC (mg/L)
1.86
�TargetTP Load (lb/acre/yr)
0.41
Pj {unitless correction factor)
0,90
D Soils I Totals
A Solis
B Sails
C Soils
D Soils
Forest/Open Space
0,02
0.D3
0,04
0.05
Managed Turf
0.15
010
Q,22
4,�5
Land Cover Summary
ireatrnent Volume and Nutrient inroads
Forest/Open Space Cover (acres)
0.57
Treatment volume
0 t $
(acre #t}
g .... .......
Weighted Rv (forest)
....
010a
... .....
Treatment Volume (cubic feet)
1 E00
% Forest
54°
TP Load (Ibfyr)
t76
Managed Turf Cover (acres)
0.05
TN toad (Ib/yr)
Informational Pur oses onl
7.60
Weighted Rv (turf)
0.2
% Managed Turf
lif
Impervious Cover (acres)
Rv (impervious)
0,5
% Impervious
Site Area (acres)
;.
1.05
Site Rv
0.44
*To be addressed by Filterra
System
and on —site
detention structure.
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2
PLANTING REQUIREMENTS
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 (GEORGETOWN)
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)
NET 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 PARKING AREA * 5% = 665.2 SF
AREA PROVIDED = 1,164 SF (8.7%)
TREES REQUIRED = 35 SURFACE PARKING SPACES / 10= 3.5 "FREES
TREES PROVIDED = 4 TREES
CONSERVATION AREA PLANTINGS
2:1 REPLANTING RATIO FOR EVERY TREE OVER 12" DBH
TREES REQUIRES = 9 TREES REMOVED * 2 = 18 TREES
TREES PROVIDED = 18 TREES
DECIDUOUS TREE
PLANTING DETAIL
GALVANIZED —
GUY WIRE
I�
I,
GALVANIZED
GUY WIRE
SHREDDED HARDWOOD
MULCH MIN. 3" DEPTH
I
�\ \ 120` /
ei
BALL DIAMETER
2"X2" HARDWOOD
STAKES
RUBBER HOSE
2"X2" HARDWOOD
STAKES
REMOVE BURLAP FROM
TOP 1/3 OF BALL
i EARTH BERM
iAROUND TREE
STREET TREE NOTES & DETAILS
NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED
PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE .ARCHITECT.
2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE 'VERIFIED PRIOR TO
BIDDING.
3. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST
PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF.
5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN
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 SOCIETY OF LANDSCAPE ARCHITECTS, OR THE
ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL
PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED,
OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO
CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED
IN A HEALTHY CONDITION BY THE OWNER AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
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
THE PLANT.
SCALE: 1 "=20'
PLANT SCHEDULE
KEY
QNTY.
COMMON NAME
BOTANICAL NAME
FAREA
SIZE
NOTE
10—YR. TREE
COVERAGE
(SF)
TOTAL (SF)
Canopy Trees
AR
5
RED MAPLE
Acer rubrum
2.5" Cal.
B&B
425
2,125
AB
6
BRANDYWINE RED MAPLE
Acer rubrum "Brandywine"
3.5" Cal.
B&B
452
2,712
GB
4
COLUMNAR GINKGO TREE
Gink ro biloba 'Fasti iata'
1.25" Cal.
B&B
14
56
KP
3
GOLDENRAIN TREE
Koelrieuteria paniculata
1.25" Cal.
B&B
380
1,140
LS
5
SWEET GUM
Li uidambar st raciflua
2.5" Cal.
B&B
288
1,440
LT
3
TULIP POPLAR
Lirodendron tuli ifera
2.5" Cal.
B&B
430
1,290
C
5
SCARLET OAK
Quercus coccinea
2.5" Cal.
B&B
419
2,095
Understory
Trees
CC
2
d
6'-7' Ht.
B&B
124
248
Evergreen Trees
IC
6
LIBERTY HOLLY
I Ilex x 'Cont '
3'-4' Ht.
B&B
10
60
TO
11
EMERALD GREEN ARBORVITA
Thu'a. occidentalis "Emerald Green"
3'-4' Ht.
B&B
8
88
Shrubs
BG
95
CHICAGOLAND GREEN BOXWOOD
Buxus x "Glencoe"
24" Ht.
Cont.
10
950
HQ
27
RUBY SLIPPERS OAKLEAF HYDRANGEA
Hydrangea uercifolia "Ruby Slippers"
24" Ht.
Cont.
12
324
VR
8
RED BALLOON VIBURNUM
Viburnum x rh tido h lloides "Redell"
24" Ht.
Cont.
50
400
TOTAL 12,928 SF
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W 5
DATE:
03-07-2019
SCALE:
1 ":20'
JOB:
ISP
FILE:
19.0125
SHEET:
OF 5