HomeMy WebLinkAboutARB201900064 Plan - Submittal (First) Initial Site Plan 2019-03-07r,
SITE DATA 1�..ITIA SIT Pl..AN
OWNER: CKW 2, LLC
1747 EARL YSVILLE ROAD
CHARLOTTESVILLE, VA 22901
DEVELOPER: BMC HOLDINGS GROUP LLC
400 LOCUST AVE, SUITE 3
CHARLOTTESVILLE, VA 22902 =1A
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES Jill um W
172 SOUTH PANTOPS DRIVE
CHARLOTTESVILLE, VA. 22911
(434)-977-8121
SHEET INDEX
TAX MAP PARCEL No: 060FO-00-00-003D0 JACK JOUE i r MAGISTERIAL DIS'FRIC,r
PARCEL AREA: 1.05 ACRES mrY VIRGINIA
ZONING C-1 ENTRANCE CORRIDOR
CRI��AL IMPACT OPES AREA
ALBEMARLE COUN
NEIGHBORHOOD MODEL DISTRICT
USE: PROFESSIONAL OFFICES
BUILDING HEIGHT.- 35' MAXIMUM
SETBACKS: FRONT- 5' MINIMUM (25' MAXIMUM)
SIDE. • 10' BUILDING SEPARA 77ON
REAR: 20' MINIMUM
AREA SUMMARIES: TOTAL BUILDING COVERAGE = 6,775 SF (157,,)
TOTAL IMPERVIOUS COVERAGE = 14,099 SF (317.)
TOTAL OPEN SPACE = 24, 908 SF (547)
MAGISTERIAL DISTRICT- JACK JOUETT MAGISTERIAL DISTRICT
WA TERSHED: SOUTH FORK RI VANNA RIVER
BOUNDARY SOURCE. •
PLAT "DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR,
DATED NOVEMBER 7, 1985, REVISED DECEMBER 20, 1985, RECORDED A T DB 875
PG 331.
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. EFFEC TI VE DA FE•
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
*3 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 AGRICUL TURAL-FORESTAL DISTRICT
THIS St TE IS NOT LOCH TED
WI 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 N P'RESENTATNE DURING THIS
PROJECT: CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER WAS 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 SHAM 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 BRI ,F STANDARDS (LATEST
EDITMN) AND THE SOT ROAD AND RRIDGF SPECIFICATIONS (LATEST EDITION).
EARTHWORK, DRAINAGE, & 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 PLAINS 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
& 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 PLANS..
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.
All"
_ I
1E
Axl
4=
VICINITY MAP
SCALE: 1 "=1000 FEET
UTILITES & 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 SHAH EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES
ARE MAINTAINED AND THAT NO JOINT'S OR CONNECTIONS ARE DISPLACED. BACKFILL 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 LmunYS STANDARDS.
4. CONTRACTOR SHAM. 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.
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
- ---
300- -
PROPOSED CONTOUR
---20-----
EXISTING EDGE OF PAVEMENT
_-
Ex. EP
PROPOSED EDGE OF PAVEMENT
EP
EXISTING CURB AND GUTTER
EX-C&G
PROPOSED CURB AND GUTTER
G0-'
TRANSITION FROM CG-6 ROLL-TOP
CG-g
ROLL-TOP
EX. 1 S' RCP
EXISTING STORM SEWER
� . :
PROPOSED STORM SEWER
15" RCP
EXISTING SANITARY SEWER
---
PROPOSED SANITARY SEWER
- s
s - s -
PROPERTY LINE
- -
EASEMENT LINE
-----------------
CENTERLINE
-
LIMITS OF CLEARING AND/OR GRADING
EXISTING SPOT ELEVATION
- 121.c
PROPOSED SPOT ELEVATION
+.12 0
EXISTING TREE DRIP LINE
EXISTING TREE
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 BACKFIL.LED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. 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.
& 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 W/ TEE
---- r--_�---" -_-- -
PROPOSED WATERLINE WI 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-0w
HANDICAP RAMP (CG-12)�
DENOTES LOCATION OF STD. VDOT
M12 ANDIOR JURISDICTIONAL
-@
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
VEHICLES PER DAY COUNT
PROPOSED STREET NAME SIGN
EXISTING SIGN
PROPOSED SIGN
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT BATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBS LE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRMSPORTATION
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Lic. No.
075 MAR-19 ��k'4v
014. SSIONAL S'_
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FILE:
19.0125
SHEET:
I OF 5
F,
A description of all variances, zoning proffers, and bonus factors are provided
in the approved Code of Development and include the following proffers:
1. The Owner shall install a permanent 5—bike bicycle ra* an shown on the
revised plan entitled "General Development Plan page 2 of 4:" dated
1-19-07 and lost revised 2-25-08, hereinafter referred to an the -*Plan!.
Installation of the bicycle rack shall be completed prior to the Issuance of
the certificate of occupancy for the building to be erected an the property.
2. The Owner shall construct one but shelter an shown on the Plan with the
dimensions as follows: nine foot (9") —wide shelter with six foot (51 all
metal bench with back.
3.Each building on the property shall be mated a minimum of "Certified" (or
demonstrated to the CounWe Director of Community Development's
satisfaction to be eligible to receive such certification) under the LEED NC
Green Building Rating System for Now Construction and Major Renovations.
4-The preliminary and final she plan shall delineate the Conservation and
Preservation Areas on the property. The owner shall replace tram that must
be removed in Conservation Areas. Replacement shall be two (2) tress of
similar species or quality for each removed or destroyed tree. All tree
replacement shall be In accord with the final landscape plan for the final
eltin plan for the Property.
TMP 6OF-2
GEORGETOWN GREEN
ZONED: R-6
USE: RESIDENTIAL
COMMON t,REA
SITE BENCHMARK
TMP 6CF-1
DYNAMIC INVESTMENT
CAPITAL ENT�RPRISES aas
ZONED: C-1 arisen%%%
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USE: OFFICE OUILDING 0
-'afgs
EXISTING state%%%%%
SANITARY LIMITS OF
SEWER DISTURBANCE 'T'Alts
.4
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143.390
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10. 77
MANHOLE TOP ELEVATION
�-b s
6'PRDS W
s
10'CHRY
SIGHT DISTANCE 415 FT LEFT
EXISTING SIDEWALt"\' AND C.)
EYE HEIGHT 3.5FT
0 CURB TO BE REMOVED FOR DICISION POINT
5,POP N
ENTRANCE CONSTRUCTION
15" K
+
x 36' OAK
+ W
12"MPL
V
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
16.68'
235.00'
4'04!03*
&35'
16.68'
N 00'37*V E
C2
64-64'
265.00'
13*58'33-
32.48!
64.4,8'
S 0419'46" E
C3
97.24!
1696.02'
1 31-ro6o
48.63'
97.23'
S 12'57'W E
C4
22.01'
60.00'
21*01'16'
11.13-
21.89'
N OC21'31* W
C5
23.9
60-00'
22*4558"
12.08'
23.68'
N 27-29-12' E�
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18' OP a.
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8,MPL
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to 2 NE
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+ 8'OAK V FROM ALBEMARLE GIS
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15"CHRY
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8-OAK 0- EXISTING TREES TO BE REMOVED S1 4* 44' 05.8614 14.390'
0 BENCHMARK 0
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+ Mp ELEVATION=614.79
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Lic. No.
6760
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DATE: 03-07-2019
SCALE: 1`201
JOB: ISP
FILE: 19.0125
,SHEET: 2 OF
20 0 20 40 60
OWN
SCALE: 1"=20'
LEGEND:
SOIL TYPE BOUNDARY 23C 9
PLand Cover (acres)
A Soils ( 6 salts C sails D Soils
Farest/Open Space (acres) -- undisturbed,
protected for-aWapen space or reforested land 0.57
Managed Turf (acres) -- disturbed, graded for
yYards or other turf to be mower moraged j O.ia's
impervious cover (acres) s
0.47
"FarestlOpe,n Spare arms meant be protected to newrdonve watt¢ the 4rirginin fivaeff Reriucison McMad
'Constants Runoff Coeffidents Rv
Annuza Rainfall (inches) 43
Target Rainfall Event (irsches) 1.40
'Total Phosphorus (TP) EMC (rng)L) 0.26
Total Ni"gen (TN) EMC (mgPL) L's6
Taw- TP load (lbjacrehr) 0.41 l
N (unitless correction factor) 0.90 j
Totals
A
A Sails
8 soils
C soils
0 soils
Forest/Open Space 4.02
0.03
0.04
0.05
i Managed Turf 0.15
U0
0.22
0.25
j Impervious Cover 0.95
0.95
0.95
0.95-
*To be addressed by Filterra System and on —site detention structure.
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ZONED: R-6
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LIMITS OF
m DISTURBAI
IF
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DISTURBANCE
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FROM ALBEMARLE GIS
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Lic. No.
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®� 0756760
75 MAR-19 tifi�
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DATE:
03-07-2019
SCALE:
1 °:20'
JOB:
ISP
FILE:
19.0125
SHEET:
OF 5
PLANTING REQUIREMENTS
STREET TREE RE9ULREMENTS
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% = 685.2 SF
AREA PROVIDED = 1,164 SF (8.7%)
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" DBH
TREES REQUIRES = 9 TREES REMOVED • 2 = 18 TREES
TREES PROVIDED = 18 TREES
SHIREI
MULCh
DECIDUOUS TREE
PLANTING DETAIL
GALVANIZED —
GUY WIRE
2"X2" HARDWOOD
I STAKES
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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.
S. 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.
B. 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.
PLANT SCHEDULE
KEY
QNTY.
COMMON NAME
BOTANICAL NAME
SIZE
NOTE
10—YR. TREE COVERAGE
AREA SF TOTAL SF
Canopy Trees
AR
5
RED MAPLE
Acer rubrum
2.5" Cal.
B&B
425
2125
AB
6
BRANDYWINE RED MAPLE
Acer rubrum "Brandywine"
3.5" Cal.
B&B
452
2.712
GB
4
COLUMNAR GINKGO TREE
Ginkao biloba 'Fast iata'
1.25' Cal.
B&B
14
56
KP
3
GOLDENRAIN TREE
Koelreuteria vaniculata
1.25' Cal.
B&B
380
1140
LS
5
SWEET GUM
Li uidambar styraciflua
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 coccmea
2.5" Cal.
B&B
419
2,095
Understory Trees
CC 1 2 6'-7' Ht. B&B 124 248
Ever reen
Trees
IC
8
LIBERTY HOLLY
Des x 'Coat '
3'-4' Ht.
B&B
10
60
TO
1 11
1 EMERALD GREEN ARBORVITA
Th 'a occidentalis "Emerald Green"
3'-4' Ht.
H&B
8
88
Shrubs
BG
95
CHICAGOLAND GREEN BOXWOOD
Buxus x "Glencoe" _
24" Ht.
Cont.
10
950
H
27
RUBY SLIPPERS OAKLEAF HYDRANGEA
H dr ea uercifolla "Ruby.Sli ers"
24" Ht.
Cont.
12
324
VR
8
RID BALLOON VIBURNUM
Viburnum x rhyticlo h lloides "Redell"
24" Ht.
I Cont.
1 50
1 400
TOTAL 12,928 SF
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