HomeMy WebLinkAboutARB201800136 Plan - Approved 2019-05-22 (2)GENERAL NOTES
OWNERfDEVELOPER. NEIGHBORHOOD INVESTMENTS NP, LLC
C/O RICHARD SPURZEM
810 CATALPA COURT
CHARLOTTESViLLE; VA 22903 _
(434) 923-8900 ARB2018 136 NORTH POINTE
ENGINEER: COLLINS ENGINEERING
200 GARRET T' ST, SU17F K
CHARLOTTESVILLE; VA 22902
(434)293-3719
PRELIMINARY PLAT APPROVAL: APRIL 16, 2018 NORTHWEST RESIDENTIAL AREA ARB FINAL SITE
TAX MAP NO.: 03200-00-00-022KC DB 3929 PG 052
NOTE., SOME ROAD AND SW IMPROVEMENTS ARE LOCATED IN TMP 03200-00-00-022PO (DB 4902 PG 601)
TOTAL PROJECT AREA. 39.99 ACRES TOTAL
ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL (ZMA-2000-00009 & ZMA-2013-00014)
& ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT
FLOOD HAZARD OVERLAY DISTRICT AND AIRPORT IMPACT AREA OVERLAY DISTRICT
SPECIAL USE PERMITS: SP-2006-034: MARCH IA 2007 SPECIAL USE PERMIT TO ALLOW FILL IN THE FLOODPLAIN OF FLAT BRANCH CREEK
FOR THE PROPOSED LEWTS AND CLARK DRIVE EXTENSION, REQUIRING COUNTY AND WOT APPROVAL OF THE ROADWAY AND CULVERT DESIGN.
ALSO REQUIRED ARE FEMA APPROVAL OF THE CROSSING, AND A COUNTY APPROVED ESC PLAN AND M177GA77ON PLAN, SPECIFIC LANDSCAPING
REQUIREMENTS, AND WALL DESIGN DETAILS
SP-2002-72: AUGUST 2A 2006 SPECIAL USE PERMIT TO REZONE THE PROPERTY FROM RA TO PD-MC PLANNED DEVELOPMENT MIXED
COMMERCIAL SPECIFYING THE TYPE OF UNITS;• PHASING, CONSERVATION AREAS, OPEN SPACE, GREENWAYS AND ACCESS, LANDSCAPING, ROADWAY
CONNEC77ONS, AND GRADING, U77LITY, AND DRAINAGE RESTRICTIONS
COMP PLAN LAND USE DESIGNATION: (HOLLYMEAD - PLACES 29) URBAN DENSITY RESIDEN7IAL
TOPO & SURVEY SURVEY PROVIDED BY ROUDABUSH & GALE, DATED APRIL„ 2018 SUPPLEMENTAL SURVEY BY W&W
ASSOCIATES, INC DATED NOWMBER 4, 2009. TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY 14RGINIA
RESOURCE MAPPING DATED DECEMBER 2 2006. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN
NOVEMBER 201Z
DATUM: NAD83, NA W 86
USES. EX157ING - UNDEVELOPED AND RESIDENTIAL, PROPOSED - 184 MUL77-FAMILY RESIDENTIAL TOWNHOMES
WATER SUPPLY PR07EC77ON AREA: N/A
WATER RESOURCE AREA: DEVELOPMENT AREA - COMMUNITY
PROPOSED DENSI TY 184 UN17S / 39.99 ACRES = 4.60 DU/AC
GREENWAY DEDICATION: 15.835 ACRES TOTAL (6.327 ACRES OUTSIDE OF FLOODPLAIN)
FOREST/OPEN SPACE PRESERVA770N. 18.421 ACRES / (39.99 AC TOTAL) =4aOX
BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS: FRONT 8' MIN.; GARAGE DOORWAY 18' MAX 3O'
SIDE: 6' MIN. NO MAX.; REAR: 10' MIN. NO MAX.
SUBDIVISION STREETS: CURB & GUTTER
WATERSHED: NORTH FORK RIVANNA BELOW WATER INTAKE - THIS LAND IS NOT WTHIN A WATER SUPPLY WATERSHED
AGRICULTURALI FORESTAL DISTRICT: NONE
EXIS77NG VEGETA77ON: WOODED
LIGHTING: NO SITE LIGH77NG IS PROPOSED
LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WTH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY
ORDINANCE SEC77ON 32.Z9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE
STREET TREES EVERY 40' ALONG THE ROADWAYS.
TRASH RECEPTACLES: EACH UNIT WILL HAVE THEIR OWN TRASH CAN WITH TRASH REMOVAL SERVICE ONCE A WEEK.
PHASING S17E MAY BE PHASED AS SHOW FINAL PHASE LIMITS TO BE DETERMINED WTH SUBDIVISION PLAMNG. ALL
OPEN SPACE MUST BE A MINIMUM OF 25X OR GREATER FOR EACH PHASE OF THE DEVELOPMENT.
DEVELOPMENT TO BE CONSTRUCTED BETWEEN 4 AND 6 PHASES.
PARKING REQUIRED. 2 PARKING SPACES PER UNIT -I- 1 GUEST SPACE FOR EACH 4 UNITS
2 X 184 UN1 TS = 368
184 UNITS / 4 = 46
TOTAL PARKING SPACES REQUIRED = 414
PARKING PROVIDED: OFF-STREET PARKING SPACES = 368
GUEST SPACES = 55
TOTAL PARKING SPACES PROVIDED = 423
STREAM BUFFERS/FLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBIEMARLE
COUNTY WATER PR07EC77ON ORDINANCE. THIS 100-YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT
PARCEL, PER FEMA MAP NUMBER 51003CO1450 ADOPTED FEBRUARY 4, 2005. AN APPROVED CLOM/R EXISTS
FOR THE PROPERTY. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE ALONG FLAT BRANCH
STREAM!
RETAINING WALLS: RETAINING WALLS ARE PROPOSED MT14 THIS PLAN, SEE GRADING PLAN SHEETS ALL RETAINING WAILL
GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN
HEIGHT REQUIRED A STAMPED ENGINEERED DESIGN FOR THE WALL SYSTEM:
RECREA770N. A MINIMUM OF 200 SF PER UNIT REQUIRED = 200 SF X 1,64 UNITS = 36,800 SF (085 ACRES)
PASSIVE RECREA7701V GREENWAY PROVIDED = 15.78 ACRES
POCKET PARKS PROWDED FOR PASSIVE & AC77VE RECREA77ON = 0.46 ACRES
SEE RECREA7701V AREA LETTER
AREAS: LOTS: Z432 AC.
RIGHT--OF-WAY & ACCESS: 5.741 AC.
TOTAL OPEN SPACE (INCLUDES GREENWAY, POCKET PARKS & FLOODPLAIN): 24.387 AC. (59.7X)
EXS77NG RESIDENCE. 2.43 AC.
IMPERVIOUS AREAS. 43ZB88 SF (9.96 AC) TOTAL
ROADS/ALLEYS/PARKING: 184,501 SF
SIDEWALKS. 42,541 SF
696 SF
BUILDINGS (INCLUDES DRIVEWAYS/FRaNT WALKS). 202,
EXIS77NG UNDISTURBED IMPERVIOUS AREAS: 4,150 SF
CRI71CAL SLOPES. MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXIS77NG ON S17E AS SHOWN ON THE PLAN.
IMPACTS TO STEEP SLOPES ARE CONSISTENT W17H THOSE APPROVED BY THE PRELIMINARY PLAT.
BURIAL SI7Ea NO CEMETERIES WERE FOUND DURING FIELD INVES77GA770M OF THE SI7F
77?AF7-7C ANALYSIS. • SEE APPROVED 77A REPORT FOR NORTH POINTE DEVELOPMENT
PARKING. UNIT AND BUILDING ENVELOPE TABULATIONS NORTHWEST RESIDENTIAL AREA•
BUILDING
NO.
BUILDING
TYPE
NO. OF
ll
UNITS
SQ FT
BUILDING
ENVELOPE
Nt? OF
BEDROOMS
PER UNIT
SPACES
REQUIRED
PER UNIT
GUEST SPACE S
REQUIRED
PER UNIT
SPACES
REQUIRED
PER BUILDING
GUESTSPACES
REQUIRED
PER BUILDING
SPACES E
PROVIDED
PER UNIT
SPACES
ES
PROVIDED
PER BUILDING
GUEST
SPACES
PROVIDED
1
B
6
4,560
3
2
0.25
12
1.50
2
12
2
G
9
6,560
3
2
0.25
18
2.25
2
18
3
A
6
4,560
3
2
0.25
12
1,50
2
12
4
A
7
5,320
3
2
0.25
14
1.75
2
14
5
A
7
5,320
3
2
0.25
14
1.75
2
14
6
B
5
3,800
3
2
0.25
10
1.25
2
10
7
D
7
6,384
3
2
0.25
14
1.75
2
14
8
A
6
6,912
3
2
0.25
12
1.50
2
12
9
A
5
5,760
3
2
0.25
10
1.25
2
10
10
A
5
3,800
3
2
0.25
10
1.25
2
10
11
A
4
3,040
3
2
0.25
8
1.00
2
8
12
B
5
3,800
3
2
0.25
10
1.25
2
10
13
A
7
5,320
3
2
0.25
14
1.75
2
14
14
A
5
5,760
3
2
0.25
10
1.25
2
10
15
A
5
5,760
3
2
0.25
10
1.25
2
10
16
A
8
6,080
3
2
0.25
16
2.00
2
16
17
B
5
3,800
3
2
0.25
10
1.25
2
10
18
B
5
3,800
3
2
0,25
/0
1.25
2
10
19
A
7
5,320
3
2
0.25
14
1.75
2
14
20
D
5
5,760
3
1 2
0.25
10
1.25
2
10
21
A
7
5 320
3
1 2
0.25
14
1.75
2
14
22
B
5
3,800
2
0.25
10
1.25
2
10
23
B
5
3,800
2
0.25
10
1.25
2
10
24
B
5
3,800
E33,
2
0.25
10
1.25
2
10
25
D
5
5,760
2
0.25
10
1.25
2
10
26
D
7
8,064
2
0.25
14
1.75
2
14
27
A
4
3,648
2
0,25
8
1.00
2
8
28
D
6
6,912
3
1 2
0.25
12
1.50
2
12
29
D
5
3,800
3
1 2
0.25
10
1.25
2
10
30
A
4
3,648
3
2
0.25
8
1.00
2
8
3
1fA
A
4
3,040
3
2
0,25
8
1,00
2
8
32
4
3,040
3
2
0.25
8
1.00
2
8
33
A
4
3,040
3
2
0.25
8
too
2
8
TOTAL
THIS PLAN
184
159,0$8
368
46
368
55
EXISTING
1
FUTURE
2
TOTAL 1
187
RIVANNA MAGISTERIAL DISTRICT
SHEET LAYOUT
SCALE: 1" = 150'
NOTES:
1. NORTHWEST RESIDENTIAL AREA CONSISTS OF:
1 EXISTING SINGLE-FAMILY DETACHED RESIDENTIAL UNIT
184 NEW TOWNHOUSE UNITS PROPOSED IN THIS PLAN
2 FUTURE SINGLE-FAMILY DETACHED RESIDENTIAL UNITS
2. THE GROSS RESULTING DENSITY OF UNITS AFTER THE FINAL 2
"FUTURE UNITS" IN THE
NORTHWEST RESIDENTIAL AREA ARE DEVELOPED SHALL BE 187
UNITS / 39.99 ACRES =
4.676 UNITS/ACRE. THE DENSITY PRIOR TO THE 2 "FUTURE UNITS" BUT INCLUDING THE ONE
EXISTING UNIT SHALL BE 185 UNITS / 39.99 ACRES = 4.626
UNITS/ACRE.
3. BUILDING TYPE DESCRIPTIONS:
A - TWO STORY FRONT AND BACK, WITH FRONT ENTRY GARAGE
B - TWO STORY FRONT AND BACK, WITH REAR ENTRY GARAGE
C - THREE STORY FRONT AND TWO STORY BACK, WITH FRONT
BSMT FLOOR GARAGE
D - TWO STORY FRONT AND THREE STORY BACK, WITH FRONT
FIRST FLOOR GARAGE
OPEN SPACE TABULATIONS:
UNIT COMPARISON TO NORTH POINTE ZMA:
S/F*
DETACHED
MULTI -
FAMILY
OTHER
TOTAL
NORTH POINTE
MAXIMUM
N/A
NIA
N/A
893
MINIMUM
205
205
205
N/A
PREVIOUSLY PROVIDED
0
0
0
0
NORTHWEST RESIDENTIAL AREA
_..
NEW
0
0
184
184
EXISTING
1**
0
0
1**
FUTURE
2
0
0
2
REMAINDER
1 203
1 205
21
707
NOTES:
1. * S/F IS SINGLE FAMILY
2. ** THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE
RESIDENTIAL UNIT COUNT FOR NORTH POINTE.
3. THE OTHER UNITS IN THE ABOVE CHART ARE SFA (ATTACHED
TOWNHOUSE) UNITS.
AFFORDABLE UNIT COMPARISON TO NORTH POINTE ZMA:
PLANe�
roo" c �L11, SITE
7
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Dumber
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
LAYOUT PLAN
4
LAYOUT PLAN
5
UTILITY PLAN
6
UTILITY PLAN
7
GRADING & DRAINAGE & MITIGATION PLAN
8
GRADING & DRAINAGE & MITIGATION PLAN
9
LANDSCAPING PLAN
1a
LANDSCAPING PLAN
11
LANDSCAPING PLAN
11A
LANDSCAPING PLAN & DETAILS
12
SITE SECTION MAP
13
SITE SECTIONS
14
ROADS
LE' LEND
EXIS77NG CULVERT
CUL VERT
A
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DI TCH
"
DEPTH OF EC-3A DITCH
EC-2 DI T'CH
s,.
DEPTH OF EC-2 DITCH
FOR SALE
TOTAL
%
FOR
SALE
FOR
RENT
%
FOR
RENT
CARRIAGE
HOUSES
%
CARRIAGE
HOUSES
TOTAL
NUMBER
TOTAL
PERCENTAGE
MULTI-
FAMILY
OTHER
SINGLE
FAMILY
FOR
SALE
NORTH POINTE MINIMUM
12
12
16
40
100%1
66
100%
4
100%
110
100%
PREVIOUSLY PROVIDED
0
0
0
0
0°/0
0
0°l0
(i
0°f�
0
Oa/a
NORTHWEST RESIDENTIAL AREA
1 0
0
0
0
0%
28
42%
0
0%
28
25%
REMAINDER
12
12
16
40
100%
38
58%
4
100°f�
82
75°fo
NOTE: 28 AFFORDABLE HOUSING UNITS (PROFFER 8.2) WILL BE BUILT IN THE NORTHWEST RESIDENTIAL AREA OF THE
NORTH POINTE DEVELOPMENT. THESE UNITS ARE SHOWN ON THE FINAL SITE AND MARKED WITH AN ASTERISK.
OVERALL
OPEN SPACE TO BE DEDICATED TO COUNTY
OPEN SPACE OFFERED TO BE DEDICATED
TO COUNTY
OPEN SPACE HELD BY THE NEIGHBORHOOD ASSOCIATION OR
DOWNER
OPEN SPACE
TOTAL
FLOOD PLAIN
GREENWAY & OTHER AREA
PROFERRED INTERMITTENT STREAM BUFFER
LAKE AND PERIMETER PARK
COMMON AREAS
TOTAL
AC.
AC.
%
AC.
%
AC.
%
AC.
%
AC.
%
AC.
%
NORTH POINTE
181.10
11.76
6,00
11.49
6.34
6A5
16.1
1.93
1.10
35.40
19.55
67.03
37.01
NORTHWEST RESIDENTIAL AREA
39.99
9.508
23.77
6.327
15.82
1.192
3.0
0.00
0.001
7.36
18.40
24.22
60.51
REMAINDER
1 141 A 1
2.210
N/A
5.26
N/A
6.45
N/A
1.93
N/A
1 26.96
N/A
42.81
N/A
TOTAL SHEETS
EAR774 DITCH
DRIVEWAY CULVERT
BENCH MARK
- - - - -
CLEARING LIM1 TS
VDOT STANDARD STOP SIGN
EXIS77NG CONTOUR
PROPOSED CONTOUR
200
740.5fPROPOSED
SPOT ELEVATION
TBC DENOTES TOP/BACK OF
CURB T/B DENOTES TOP OF
BOX
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CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ,ANY TREE: SCHEDULED
TO REMAIN OEITSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION.
NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIPJ DRIPLINE OF EXISTING TREES.
PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS
TREE PROTECTION EFFORTS. ALL TREE PROTECTION) MEASURES SHALL BE APPROVED BY LA AND/
OR TREE APHORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE.
CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAIvIACE AND ADVISE LA AND TREE
ARBORIST IF ANY OCCUR.
CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE
OF ANY CONSTRUCTION ACTIVITI NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE
PROTECTIOI'd MEASURES SHALL BE REPLACED I1,� ORIGINAL LOCATION ONCE WORK HAS BEEN
COMPLETED, NO WORK SHALL BE DO[`JE WITHIN DRIPLINE OF EXISTING TREES UNLES-S APPROVED BY
TREE A.RBORIST OR LA1,dDSCAPE ARCHITECT PRIOR TO WORD.
:ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITING TREE
OR TREE PROTECTION) AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE
WILL BE DOfJE TG THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS
WITHIN THE DRIPLINE SHALL BE DONE B`r" HANJD. LARGER AREAS TO BE GRADED MAY BE DOI,,]E WITH
A SMALL BOBCAT/TRACT-HOE CONTRACTOR TO DISCUSS METHODS OF GRADING WC)RK WITH
LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENICII"dG AN`1�UCH WORK WITHIN
DESIGLJATED TREE PROTECTION1 AREAS OR WITHIN EXISTING DRIPLINES,
ALL PLA11TS HAVING A QUANTITY GREATER THAN OI\JE("I) SHALL BE MATCHED AND SUPPLIED FROM
THE SAME SOURCE (PER SPECIES).
CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLA11T MATERIAL DELIVERY, BEFORE AN'(
SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES .ARE UNAVAILABLE, AND FOLLOWII�dG
INSTALLATION, ALL PLAI`JT SUBSTITUTIONS SHALL BE APPROVED BY THE L IIIDSCAPE ARCHITECT
PRIOR TO PLACEMENT OF ORDERS.
LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY
AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIF'L LANDSCAPE
ARCHITECT 48-HOURS PRIOR TO DELIVERY,
PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING,
MULCH IN PLANTERS ,AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AMC` DISEASES.
MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-1HC:HES MIN. IN DIAMETER ARE
TO BE PLACED AROUND ALL TREES NOT LOCATED INI PLANTING BEDS. MULCH TO BE DOUBLE-
SHREDDEDHARDWOOD,
COI'�ITRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REP�tTRT ANY
DISCREPANCIES TO THE LAI'JDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEC}WI`,IERS
ASSOCIATION.
Conservation Plan Notes;
1, ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS.
NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY
THE COUNTY ENGINEERING DEPARTMENT.
2. HEAVY EQUIPM ENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE
DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
3, TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH
THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED.
4, FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND
APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
7, WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY
WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO
THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY
DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN
ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A
PROFESSIONAL FORESTER OR TREE SPECIALIST.
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES
WITH AN IRON BAR EVERY 18'' OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12'' DEEP AND MOVED BACK. AND FORTH IN EACH HOLE UNTIL SOIL IS
LOOSENED,
10, TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP
C<nunt-v of Alliem arle
Conservation flan Checklist - To be placed on Landscape Plans
([fandbook, pp III.-284-111-297 for complete specifications)
1. The following items shall be shown on the plan:
Trees to be saved;
Liu l ui clew irtg?;outside driptine cif Leas lc be s tvedj>
Location and type of protective fencicag;
Grade changes, requiring tree well. or walls;
® Prctl to uil [Teaching ar tuntielirig bey'und I.he 1141111; 0I'cleriring.
2. Marl rngs:
All trees to be saved shall be snail ed with print, or ribbon at a height clearly visible to equtptnent operators.
} No grading shall begin until the treamarking has been inspected and approved by a County Inspector_
3. Pre -Construction Conference;
ICI Tree presentation and protect on measures shall he reviewed with the contractor on site,
4. Equipment Operation and Storage:
Ll Heavy equipmenr, vehi uhw traffic and storage of constructionmateri ds including soil shalt not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stermwater Detention Devices:
Sueh devices shall not adGcrscly° afF4et trees tC hc, saved.
6. Fireti
Z Fires are not permitted within 1,30 feet of the dripline of trees to be saved.
7. Toxic Alaterials:
I] Topic materials 31iti11 not be ii Torcd within 10,0 feet ofrhe dripline, cif trees to be saved.
8, Protective Fencing:
I� Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
Fenciiig,shall be in place and shall be inspected arnd approved by a County Inspector,pnor to grading or construction.
9. Tree wells:
ij vt'hen thc:grauncl level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a,construction detail
>ubiniliect It>a ipprcitiFil.
1(1. Tree Falls:
Ll When the giound level trust be lowered vAttaiu the d iplino a tree to be saved, a tree; wall d1"1 be piirvidod-, and aeunstiucdon detail
submitted for approval.
11. Trenchinaand Tun
neling:
0 When trorwhing is required within the. tirnits'of clearing, it shall bo done as far Hatay from the, minks of trees as poss blo Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenct-ting will destroy feeder reets.
12. Cleanup:
0 Prote joive fencing stall be the last items removed during the final cleanup.
13. Da-m-a
_A,U4 Trees:
) D aged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTES IS THE DEVELOPE WS RESPONSIBILITYTO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREAIEINTS.
SIGNATURE
12/19/16
(DATE;
CON I'RAC1' PURCHASER SIG-N.A l U" (DA-1 E)
511106 Pane 1 of 1
SNOW FENtE
LANDSCAPE & TREE CANOPY -_TABULATIONS:
TOTAL TREE CANOPY AREA OF SITE
39.99 AC
PERCENT OF REQUIRED TREE CANOPY PER DENSITY
20%
(PER DENSITY OF 4.60 UNITS/AC)
TREE CANOPY ACREAGE REQUIRED
7.99 AC
TOTAL EXISTING CANOPY PRESERVED AND PROTECTED
18.421 AC
CANOPY BONUS FACTOR (1.25 X 18.421 =)
23.02 AC
PERCENT TREE CANOPY PRESERVED
57.6%
ADDITIONAL TREE CANOPY REQUIRED
0
ADDITIONAL CODE -COMPLIANT TREE CANOPY PROVIDED
3.74 AC
STREET TREE REQUIREMENTS
1. LEWIS AND CLARKE DRIVE
(PER CODE & ZMA): 1 / 40 LF (400
FT) + 1 /50 LF (BAL)
TOTAL LF OF ROW STREET: 400 LF + 1266
LF = 1,666 LF
TOTAL STREET TREES REQUIRED: 20 @ 40' O.C.
+ 50 0 50' O.C.=70
TOTAL STREET TREES PROVIDED: 75 STREET TREES
2. ADDITIONAL STREET TREES REQUIRED:
DILLON
DRIVE:
620 LF STREET FRONTAGE
0
1/40
LF =
16
TREES
REQUIRED
18 TREES PROVIDED
DILLON
RIDGE COURT:
650 LF STREET FRONTAGE
0
1/40
LF =
17
TREES
REQUIRED
17 TREES PROVIDED
ALDRICH
LANE:
330 LF STREET FRONTAGE
0
1/40
LF =
9
TREES
REQUIRED
9 TREES PROVIDED
GIRARD
WAY:
310 LF STREET FRONTAGE
0
1/40
LF =
8
TREES
REQUIRED
8 TREES PROVIDED
GIRARD
TERRACE:
260 LF STREET FRONTAGE
0
1/40
LF =
7
TREES
REQUIRED
7 TREES PROVIDED
ALDRICH
DRIVE:
1,830 LF STREET FRONTAGE
0 1/40
LF
= 46 TREES REQUIRED
58 TREES PROVIDED
GIRARD
DRIVE:
640 LF STREET FRONTAGE
0
1/40
LF =
16
TREES
REQUIRED
20 TREES PROVIDED
3. PARKING LOT & INTERIOR LANDSCAPE
REQUIRED LANDSCAPING 1/10 SPACES = 55 SPACES ® 1 TREE / 10 SPACES = 6 TREES REQUIRED
TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 12 TREES PROVIDED
4. TOTAL PARKING AND CIRCULATION AREA = 201,415 SF
LANDSCAPE AREA REQUIRED OF PAVED PARKING AREA = (5%)
TOTAL AREA OF PAVED PARKING (ALLEY AND PARKING AREAS) = 35,712 SF
LANDSCAPE AREA OF PAVED PARKING REQUIRED: = 1,785 SF
LANDSCAPE AREA OF PAVED PARKING PROVIDED: = 5,776 SF
APPROVED SUP PROVISIONS:
LARGE SHADE STREET TREES AT 40 FT ON CENTER FOR FIRST 400 LF OF ENTRANCE (REQUIREMENT MET)
MIXTURE OF SMALL TO LARGE TREES AND SHRUBS IN FIRST 400 LF OF MEDIAN (REQUIREMENT MET)
INFORMAL MIX OF TREES AND SHRUBS FOR STEEP SLOPES ADJACENT TO STREAM CROSSING (REQUIREMENT MET)
LANDSCAPE NOTE: "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."
NOTE: TREES PROTECTED BY FENCING SHALL BE PRESERVED.
NOTE:
1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION
OF NURSERYMEN. THE PLANTING OF TREES 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 AND THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
trCC� �PJ x
CORR,ECT MFTHODS,
OF
TRIElE FENCING
Tree Planting and Staking
Not To Scale
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
CANOPY
QUANTITY
TOTAL
CANOPY TREES
AOG JACER
RUBRUM'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2-1/2" cal.
397
45
17865
MS
MALUS SARGENTII
SARGENTS CRABAPPLE
2-1/2" cal.
41
31
1271
CIA
OXYGEN DROM ARBORETUM
SOURWOOD
2-1/2" cal.
138
1
138
PA
PLATANUAACERIFOLIA
LONDON PLANETREE
2-1/2" cal.
479
9
4311
QC
QUERCUSCOCCI NEA
SCARLETOAK
2-1/2" cal.
370
50
18500
QP
QUERCUS PHELLOS
WILLOW OAK
2-1/2" cal.
419
58
24302
UA
ULMUS AMERICANA
AMERICAN ELM
2-1/2" cal.
397
5
1985
UPA
ULMUS PARVIFOLIA
ALLEE ELM
2-1/2" cal.
366
31
11346
UNDERSTORY TREES
AR
ACER RUBRUM'OCTOBER GLORY'
RED MAPLE
1-1/4" cal. min.
315
24
7560
CC
CELTIS LAEVIGATA
SUGAR HACKBERRY
1-1/4" cal. min.
250
22
5500
CF
CORNUS FLORIDA
FLOWERING DOGWOOD
1-1/2" cal. min.
124
48
5952
LIN
LAGERSTROEMIA INDICA'NATCHEZ'
NATCHEZ CRAPE MYRTLE
1-1/4" cal. min.
77
6
462
LIT
LAGERSTROEMIA INDICA'TUSKEGEE'
TUSKEGEE CRAPE MYRTLE
1-1/4" cal. min.
77
3
231
SIN
ALIX NIGRA
BLACK WILLOW
1-1/4" cal. min.
250
40
10000
TCG
TILIA CORDATA'GREENSPIRE'
IGREENSPIRE LITTLELEAF LINDEN
1-1/2" cal. min.
288
17
4896
SCREENING
CFP
CERCIS C.'FOREST PANSY'
FOREST PANSY REDBUD
4-5' ht.
124
27
3348
INS
ILEX X'NELLIE R. STEVENS'
NELLIESTEVENS HOLLY
4-5" ht.
44
2
88
JV
JUNIPERUSVIRGINIAINA
EASTERN RED CEDAR
4-5'ht.
79
85
6715
MV
MAGNOLIA VIRGIN ICA
SWEETBAY MAGNOLIA
4-5' ht.
54
94
5076
PV
PINUS VIRGINIANA
VIRGINIA PINE
4-5' ht.
79
116
9164
TD
TAXODIUM DISTICHUM
BALD CYPRESS
4-5'ht.
237
4
948
PM
PODOCARPUS MACROPHYLLUS
YEW PODOCARPUS
24" min
34
4
136
TO
ITHUJA OCCIDENTALIS
EMERALD GREEN ARBORVITAE
24" min
22
12
264
SHRUBS
AGC
ABELIA GRANDIFLORAA X CONFETTI
CONFETTI (DWARF) ABELIA
24" min
10
34
340
IC
ILEX CORN UTA
CHINESE HOLLY
24" min
24
100
2400
CA
CLETHRA ALNIFOLIA
SUMMERSWEET CLETHRA
24" min
16
50
800
CJ
CALLICARPA AMERICANA
AMERICAN BEAUTYBUSH
24" min
12
68
816
CS
CORNUS SERICEA
RED TWIG DOGWOOD
24" min
14
41
574
HC
HYPERICUM X CALYCI NUM
AARONSBEARD ST. JOHNSWORT
24" min
6
28
168
HSD
HYDRANGEA Q.'SIKE"S DWARF'
SIKE'S DWARF HYDRANGEA
24" min
16
3
48
HQ
HYDRANGEA QUERCI'FOLIA'ALICE'
OAKLEAF HYDRANGEA
24" min
34
140
4760
IG
ILEX GABRA'SHAMRCICK'
SHAMROCK INKBERRY HOLLY
24" min
23
45
1035
IV
ITEA VIRGINICA'HENRY'S GARNET'
HENRY'S GARNET SWEETSPIRE
24" min
64
169
10816
JDF
JUNIPERUSX MEDIA "DAUB'S FROSTED'
DAUB'S FROSTED JUNIPER
24" min
11
3
33
JGO
JUNIPERUSVIRGINIANA'GREYOWL'
GREYOWLJUNIPER
24" min
11
4
44
POI
PRUNUS I.'OTTO LUYKEN'
OTfO LUYKEN CHERRY LAUREL
24" min
10
55
550
VB
VIBURN UMx BURKWOODII
BURKWOOD VIBURNUM
30" min
22
30
660
TOTAL:
1 163102
SWM FACILITY
SYM I BOTANICAL COMMON NAME I SIZE QUANTITY OVERAGE (so
l IT, ■ 1=4-_ f
PW
POTAMOGETON PECTINATUS
POND WEED
-
-
1,190
PAV
PANICUM VIRGATUM
SWITCHGRASS
-
-
1,660
WET POND A LANDSCAPING SCHEDULE
SYM BOTANICAL COMMON NAME SIZE SWIVI FACILITY
QUANTITY COVERAGE (so
PERENNIALS/HERBACEOUS
PW
POTAMOGETON PECTINATUS
POND WEED
-
-
1,750
PAV
PANICUM VIRGATUM
SWITCHGRASS
-
-
2,660
DOUBLE STRAND #12 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
CUT & REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER
FINISHED GRADE
TREES UP TO 4" CAL, SHALL BE STAKED.
TREES 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED
TWISTED, #12 GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
AROUND TRUNK ABOVE BRANCHES
AS SHOWN, FLAG WIRES WITH
COURVEY TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED SOIL MIX
COMPACTED SUBGRADE
Evergreen Tree Planting Detail
Not To Scale
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURVEY TAPE.
REFER TO SPECIFICATIONS FOR
FURTHER INFORMATION
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2"x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
113 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
COMPACTED SUBGRADE
�SCOTT R. COLLINSZ
t + Lic. No. 0357 91
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CROSS SECTION 3
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CROSS SECTION 61
I f-rou IOTVu IOTJV IaT vv !v-3 -,✓u iv , vv �.� _. __ - -
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GRAPHIC SCALE
25 50 100
( IN FEET )
I inch = 50 ft.
SCOTT R.
COLLINS°�
Lic. No.
035791
N
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NOTES:
1) Visibility of all mechanical equipment from the
Entrance Corridor shall be eliminated.
2) A maximum of two adjacent faceades shall be
co -planar.
3) Adjacent townhouses shall not have the same color.
4) Townhouses with full brick facades shall not be
adjacent to one another.
TYPICAL FRONT ELEVATION
BUILDING 4 (BUILDING 5 SIM)
LEGEND
SELECT CEDARMILL HARDIE-PLANK
KHAKI BROWN
TYPICAL REAR ELEVATION (FACES RT. 29) ■ TIMBERBARK
BUILDING 4 (BUILDING 5 SIM) ■ EVENING BLUE
■ MOUNTAIN SAGE
■ NIGHT GRAY
SHUTTERS
■ BROWN
■ DARK GREEN
■ BORDEAUX
■ MIDNIGHT
■ BLACK
■GENERAL SHALE BUCKINGHAM
TUDOR BRICK
■THERMA-TRU AMERICAN-STYLE
LIGHT OAK STAIN
TIMBERLINE CHARCOAL GREY
■ 30YR ARCHITECTURAL GRADE
SHINGLES
3 TYPICAL SIDE ELEVATION
BUILDING 4 (BUILDING 5 SIM)
TYPICAL SIDE ELEVATION
BUILDING 4 (BUILDING 5 SIM)
dBF
Associates
Architects
P.O. Box 78
Chorlottesville, VA 22902
(434) 977-2791
(434) 977-0593 (PAX)
z
a
W
1-1 7
w
a
x
O Q �
d
NO
DESCRIPTION
DATE
REVISIONS
EXTERIOR
ELEVATIONS-
20' WIDE
BASEMENT
w/ FRONT
GARAGE
SCALE
1/81, — 1'-0.1
DATE 1-18-19
DWN BY JDB
CHECKED BY RJFJR
PROJECT NO
V1016
DRAWING NO
At
OF 4
Sla ��11 j
NOTES:
1) Visibility of all mechanical equipment from the
Entrance Corridor shall be eliminated.
2) A maximum of two adjacent faceades shall be
co -planar.
3) Adjacent townhouses shall not have the same color.
4) Townhouses with full brick facades shall not be
adjacent to one another.
TYPICAL REAR ELEVATION
BUILDING 1
�1 TYPICAL FRONT ELEVATION (FACES RT. 29)
BUILDING 1
LEGEND
SELECT CEDARMILL HARDIE-PLANK
SHUTTERS
■ KHAKI BROWN
. BROWN
■ TIMBERBARK
. DARK GREEN
■ EVENING BLUE
■ BORDEAUX
■ MOUNTAIN SAGE
■ MIDNIGHT
■ NIGHT GRAY
■ BLACK
.GENERAL SHALE BUCKINGHAM
TUDOR BRICK
.THERMA-TRU AMERICAN-STYLE
LIGHT OAK STAIN
TIMBERLINE CHARCOAL GREY
■ 30YR ARCHITECTURAL GRADE
SHINGLES
� TYPICAL SIDE ELEVATION
BUILDING I
TYPICAL SIDE ELEVATION
BUILDING 1
dBF
Associates
Architects
P.O. Box 78
Charlottesville, VA 22902
(434) 977-2791
(434) 977-0593 (FAX)
W ;d
� z
O Cn
a
a
NO
DESCRIPTION
DATE
REVISIONS
EXTERIOR
ELEVATIONS-
20' WIDE
SLAB ON
GRAB
SCALE
1/81, — 1'-01.
DATE 1-18-19
DWN BY JDB
CHECKED BY RJFJR
PROJECT NO
V1016
DRAWING NO
A 2
Or 4
TYPICAL FRONT ELEVATION (FACES RT. 29)
BUILDING 6
NOTES:
1) Visibility of all mechanical equipment from the
Entrance Corridor shall be eliminated. TYPICAL FRONT ELEVATION (FACES RT. 291
2) A maximum of two adjacent faceades shall be0co-planar. BUILDING 12 (BUILDINGS i7, IB,
3) Adjacent townhouses shall not have the same color. 22, 23 & 24 SIM)
4) Townhouses with full brick facades shall not be
adjacent to one another.
LEGEND
SELECT CEDARMILL HARDIE-PLANK
SHUTTERS
® KHAKI BROWN
■ BROWN
■ TIMBERBARK
■ DARK GREEN
■ EVENING BLUE
■ BORDEAUX
■ MOUNTAIN SAGE
■ MIDNIGHT
■ NIGHT GRAY
■ BLACK
.GENERAL SHALE BUCKINGHAM
TUDOR BRICK
■THERMA-TRUAMERICAN-STYLE
LIGHT OAK STAIN
TIMBERLINE CHARCOAL GREY
■ 30YR ARCHITECTURAL GRADE
SHINGLES
TYPICAL SIDE ELEVATION
BUILDING 6
TYPICAL SIDE ELEVATION
BUILDING 12 (BUILDINGS 17, 18,
22, 23 & 24 SIM)
dBF
Associates
Architects
F.O. Box 78
Chorlottesville, VA 22902
(434) 977-2791
(434) 977-0593 (FAX)
W �
W
� �
O 0
a
C � W
O O
a
NO
DESCRIPTION
DATE
REVISIONS
EXTERIOR
ELEVATIONS-
20' WIDE
SLAB ON
GRAB
SCALE
1 /8„ = V-0..
DATE 1-18-19
DWN BY JDB
CHECKED BY RJFJR
PROJECT NO
V1016
DRAWING NO
A�
OF
TYPICAL REAR ELEVATION (FACES LEWIS & CLARK DRIVE)
I
BUILDING 30
TYPICAL REAR ELEVATION (FACES LEWIS & CLARK DRIVE)
le
BUILDING 31
NOTES:
1) Visibility of all mechanical equipment from the
Entrance Corridor shall be eliminated.
2) A maximum of two adjacent faceades shall be
co -planar.
3) Adjacent townhouses shall not have the same color.
4) Townhouses with full brick facades shall not be
adjacent to one another.
LEGEND
SELECT CEDARMILL HARDIE-PLANK
SHUTTERS
■ KHAKI BROWN
■ BROWN
■ TIMBERBARK
■ DARK GREEN
■ EVENING BLUE
■ BORDEAUX
■ MOUNTAIN SAGE
■ MIDNIGHT
. NIGHT GRAY
■ BLACK
3 TYPICAL FRONT ELEVATION (FACES LEWIS & CLARK DRIVE)
BUILDING 32 (BUILDING 33 SIM)
■GENERAL SHALE BUCKINGHAM
TUDOR BRICK
.THERMA-TRU AMERICAN-STYLE
LIGHT OAK STAIN
TIMBERLINE CHARCOAL GREY
■ 30YR ARCHITECTURAL GRADE
SHINGLES
dBF
Associates
Architects
P.O. Box 78
Charlottesville, VA 22902
(434) 977-2791
(434) 977-0593 (FAX)
z
Cn a
W
1-+
�+
CDz
o
� � w
a
a
O ® �
d
NO
DESCRIPTION
REVISIONS
EXTERIOR
ELEVATIONS-
24' & 20'
WIDE SLAB
ON GRADE
SCALE
1/8" = V-0
DATE 1-18-19
DWN BY JDB
CHECKED BY RJFJR
PROJECT NO
V1016
DRAWING NO
A 4
of