HomeMy WebLinkAboutSDP201500015 Plan - Approved Initial Site Plan 2015-05-22r
SITE DATA
DEPARTMENT OF COMMUNITY DEVELOPMENT
PROPOSED
43,828 S. F.
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
CONTACT. DAVE BROCKMAN
2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2 x 25 = 50 SPACES
1005 HEATHERCROFT CIRCLE, SUITE 100
OLD TRAIL VILLAGE
CROZET VA, 22932
CELL: (702)-985-9088
50 SURFACE SPACES + 18 GARAGE SPACES = 68 SPACES PROVIDED
MAGISTERIAL DISTRICT.
dave@oidtrailvilloge.com
PLAN PREPARER:
ROUDABUSH, CALE, & ASSOCIATES
WATERSHED:
LICKINGHOLE CREEK
914 MONTICELLO ROAD
LOUISA AERIAL SURVEYS, AUGUST 2012
DATUM:
CHARLOTTESVILLE, VA. 22902
CRITICAL SLOPES:
NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
(434)-977-0205
THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN
TAX MAP PARCEL No:
A PORTION OF 055EO-01-00-000A1
99@
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE
WITH PROFFERS
EROSION CONTROL
OF ZMA-04-024 APPROVED ON SEPTEMBER 14,
2005
USE:
9 SINGLE FAMILY DETACHED UNITS
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICARONS, NOTES
16 MIXED-USE ATTACHED UNITS
LIGHTING:
BUILDING HEIGHT.
NOT TO EXCEED 2.5 STORIES FOR SINGLE FAMILY USE
2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE-HALF
NOT TO EXCEED 4 STORIES FOR MIXED-USE
FOOT CANDLE.
SETBACKS:
SINGLE FAMILY USE,
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RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
FRONT SIDE REAR
THE STREAM BUFFER(S)
SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
10' 7.5' 15'
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
MIXED-USE:
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FRONT SIDE REAR
5' 0' 5'
AREA SUMMARIES:
LOTS 1.713 Ac.
BASE SUBBASE
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OPEN SPACE 0.143 Ac.
PUBLIC R -O -W 1.025 Ac.
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PRIVATE R -O -W 0.243 Ac.
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TOTAL AREA 3.124 Ac.
LOT AREAS: MINIMUM LOT SIZE FOR SINGLE FAMILY IS 4,000 S.F.
THERE IS NO MINIMUM LOT SIZE FOR MIXED-USE
LOT SQUARE FOOTAGE
1 6457.6
2 5252.3
3 4944.9
4 6009.4
5 6055.7
6 5866.3
7 4250.0
8 5088.3
9 5679.6
10 2564.1
11 1540.0
12 1540.0
13 2030.0
14 1890.0
15 1540.0
16 1540.0
17 2401.5
18 2534.5
19 1542.3
20 1542.3
21 2033.1
22 1892.9
23 1542.3
24 1542.3
25 2146.2
GROSS RESIDENTIAL 8.0 DWELLING UNITS PER ACRE
DENSI TY:
PROPOSED 92,253 S.F.
IMPERVIOUS AREA:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PROPOSED
43,828 S. F.
TURF AREA:
(ENGINEERING
PARKING REQUIRED:
2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2 x 25 = 50 SPACES
IINSPECTIONS
ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0.25 x 25 = 6.25 SPACES
TOTAL SPACES REQUIRED = 50 + 7 = 57 SPACES
PARKING PROVIDED:
50 SURFACE SPACES + 18 GARAGE SPACES = 68 SPACES PROVIDED
MAGISTERIAL DISTRICT.
WHITE HALL MAGISTERIAL DISTRICT
DRAINAGE DISTRICT.
LICKINGHOLE CREEK
WATERSHED:
LICKINGHOLE CREEK
TOPOGRAPHY.
LOUISA AERIAL SURVEYS, AUGUST 2012
DATUM:
VERTICAL - NAVD 88, HORIZONTAL - NAD 83
CRITICAL SLOPES:
NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
FLOODPLAIN:
THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN
R/W
LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP
99@
COMMMUNI TY PANEL NUMBER 510006 0237 D.
2
EFFECTIVE DATE: FEBRUARY 4, 2005,
EROSION CONTROL
PHASE I & II EROSION CONTROL PROVIDED BY THE EXISTING
& SWM:
SWM BIO -RETENTION POND (UPPER BALLARD POND). [WP02014000104]
LANDSCAPING:
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICARONS, NOTES
AND DETAILS.
LIGHTING:
1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
CURB
2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE-HALF
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FOOT CANDLE.
3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
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RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
THE STREAM BUFFER(S)
SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
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INITIAL SITE PLAN
Rte 250
21.5'
21.5'
TYPICAL SECTION
GOLF VIEW DRIVE & ALPHA STREET
N.T.S.
* INTERMEDIATE PARKING ALONG BOTH SIDES OF THE ROAD
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE
BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT
(296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES
OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10
OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN
ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY
OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS
ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END
TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED
FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
B. SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT CG -9(A, B, OR C) .
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS
SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION.
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN
APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORIM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY
NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE
DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN
SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL
AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY
INSPECTOR PRESENT.
14. INSPECTION G TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH
VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED
AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
3. EROSION AND SILTATION 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.
5. THE MAXIWUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
ENGINEER„ OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
10. VISIBILITY' OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
sem■ mN.- E ---E- ■IL ■wE-1ki
SHEIET 1 ---------- COVER SHEET
SHEET 2 ---------- SOILS, DEMOLITION & EX. CONDITIONS PLAN
SHEIET 3 ---------- LAYOUT PLAN
SHEIET 4 ---------- UTILITY PLAN
SHEIET 5 ---------- UTILITY PLAN
SHEIET 6 ---------- GRADING PLAN
SHEIET 7 ---------- LANDSCAPING PLAN
H OF ;0
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Christopher C. Mulligan
Lic. No.
q-
031672 �<v
�SS/0NAL ENG
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
IPLANNING / ZONNING
VICINITY MAP
(ENGINEERING
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ARCHITECTUAL REVIEW BOARD
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FACE OF
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43° R -O -W
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STONE BASE
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STONE BASE
STONE BASE
UNDERDRAIN
SUB -BASE UNDERDRAIN
STONE BASE
5'
3' 3'
2'
2'
3' 3'
5'
CONCRETE
PLANTING
0.5'
16'
16'
PLANTING
CONCRETE
SIDEWALK
ST
IP
0.5'
STRIP
SIDEWALK
21.5'
21.5'
TYPICAL SECTION
GOLF VIEW DRIVE & ALPHA STREET
N.T.S.
* INTERMEDIATE PARKING ALONG BOTH SIDES OF THE ROAD
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE
BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT
(296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES
OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10
OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN
ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY
OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS
ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END
TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED
FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
B. SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT CG -9(A, B, OR C) .
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS
SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION.
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN
APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORIM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY
NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE
DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN
SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL
AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY
INSPECTOR PRESENT.
14. INSPECTION G TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH
VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED
AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
3. EROSION AND SILTATION 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.
5. THE MAXIWUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
ENGINEER„ OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
10. VISIBILITY' OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
sem■ mN.- E ---E- ■IL ■wE-1ki
SHEIET 1 ---------- COVER SHEET
SHEET 2 ---------- SOILS, DEMOLITION & EX. CONDITIONS PLAN
SHEIET 3 ---------- LAYOUT PLAN
SHEIET 4 ---------- UTILITY PLAN
SHEIET 5 ---------- UTILITY PLAN
SHEIET 6 ---------- GRADING PLAN
SHEIET 7 ---------- LANDSCAPING PLAN
H OF ;0
o �
Christopher C. Mulligan
Lic. No.
q-
031672 �<v
�SS/0NAL ENG
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
IPLANNING / ZONNING
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FILE NUMBER
8053
SHEET
4/7 PA,
REVISIONS
DATE
March 25, 2015
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
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REVISIONS
DATE
March 25, 2015
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
8053
SHEET
6/7
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FILE NUMBER
8053
SHEET
6/7
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LANDSCAPING NOTES:
�� ?� SYMBOL DENOTES EXISTING TREES
y ,) SYMBOL DENOTES PROPOSED TREES
�1
DECIDUOUS TREE
PLANTING DETAIL
�.. v GALVANIZED --�
_-_
1
__.
GUY W
FP
AV1 E\A/
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VAR. WIDTH
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PRIVATE
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I -rt I —ice 1I`: 1�1:'' I I�` I I I I I I I I I .. rnII I : 111: I1: I :F f`hI. I/II LENGTH = 174.53' 'I BALL DIAMETER
EXISTING 8"x6" TEE Jr PROP. 12' SANITARY SEWER EASEMENT I I I l PA PA PA PA �-
FIRE HYDRANT ASSEMBLY
10+00 BELLGROVE STREET
13+22.85 ASHLAR AVENUE
ELEV. = 687.13
IN
10+00.00 ALPHA ROAD
15+88.96 ASHLAR AVENUE
ELEV. = 689.94
SCALE 1" = 30'
30 15 0 30 60
SCALE IN FEET
2"X2" HARDWOOD
STAKES
UBBER HOSE
2"X2" HARDWOOD
^STAKES
APPING
REMOVE BURLAP FROM
TOP 1/3 OF BALL
iEARTH BERM
iAROUND TREE
STREET TREE NOTES & DETAILS
,LAP FROM
BALL
ARTH BERM
,ROUND BED
D HARDWOOD
ILCH
DEPTH)
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.
2. 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.
3. 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.
4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A
HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
6. 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.
7. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
STREET TREE REQUIREMENTS, NOTES & DETAILS
STREET TREE CALCULATIONS - BELGROVE STREET (E)(ISTING PER BLOCK 28 & 29B PLANS)
600 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 12.00 STREET TREES REQUIRED
12 STREET TREES PROVIDED
STREET TREE CALCULATIONS - BLOCK 27 PORTION OF EXISTING ASHLAR AVENUE
183 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 3.66 STREET TREES REQUIRED
4 STREET TREES PROVIDED
STREET TREE CALCULATIONS - PROPOSED GOLF VIEW DRIVE
696 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 13.92 STREET TREES REQUIRED
14 STREET TREES PROVIDED
STREET TREE CALCULATIONS - PROPOSED ALPHA STREET
724 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 14.48 STREET TREES REQUIRED
15 STREET TREES PROVIDED
PLANT LIST
QUANTITY
SYMBOL
BOTANICAL NAME
COMMON NAME
HEIGHT
CALIPER Q PLANTING
Z
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�1
10 YR.
CANOPY
3
U
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1
0
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16
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4
GREEN ASH
1.5" MIN.
12'
AS
B & B'
604 SF
2
2
1
PLATANUS X ACERIFOLIA
LONDON PLANETREE
1.5" MIN.
12'
�g
It
li
368 SF
6
7
1
Gleditsia Triacanthos Inemnis
"Shade master"
SHADEMASTER
HONEYLOCUST
1
12'
�w
'
1
VAR. WIDTH
424 SF
7
FUTURE 20'
\ 1 1
I PRIVATE
OCT. GLORY, RED SUNSET
1.5" MIN.
PRIVATE SANITARY '
1 1
DRAINAGE
RADIUS = 335.00'
\
SEWER EASEMEN
1 '
I ESMT.
PI STATION = 22+86.31
Q
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LENGTH = 195.78' i
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I DRAINAGE ESMT.
I �
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LANDSCAPING NOTES:
�� ?� SYMBOL DENOTES EXISTING TREES
y ,) SYMBOL DENOTES PROPOSED TREES
�1
DECIDUOUS TREE
PLANTING DETAIL
�.. v GALVANIZED --�
_-_
1
__.
GUY W
FP
AV1 E\A/
R IRE � <
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7 -A
x .
VAR. WIDTH
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f/
PRIVATE
\ _ _
'4" - r GT �— ._. -- DRAINAGE
f FP `ESMT. 120
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GT
00
o PA \/ �PiD\S� -� 20' PRIVATE..`a
I -rt I —ice 1I`: 1�1:'' I I�` I I I I I I I I I .. rnII I : 111: I1: I :F f`hI. I/II LENGTH = 174.53' 'I BALL DIAMETER
EXISTING 8"x6" TEE Jr PROP. 12' SANITARY SEWER EASEMENT I I I l PA PA PA PA �-
FIRE HYDRANT ASSEMBLY
10+00 BELLGROVE STREET
13+22.85 ASHLAR AVENUE
ELEV. = 687.13
IN
10+00.00 ALPHA ROAD
15+88.96 ASHLAR AVENUE
ELEV. = 689.94
SCALE 1" = 30'
30 15 0 30 60
SCALE IN FEET
2"X2" HARDWOOD
STAKES
UBBER HOSE
2"X2" HARDWOOD
^STAKES
APPING
REMOVE BURLAP FROM
TOP 1/3 OF BALL
iEARTH BERM
iAROUND TREE
STREET TREE NOTES & DETAILS
,LAP FROM
BALL
ARTH BERM
,ROUND BED
D HARDWOOD
ILCH
DEPTH)
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.
2. 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.
3. 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.
4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A
HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
6. 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.
7. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
STREET TREE REQUIREMENTS, NOTES & DETAILS
STREET TREE CALCULATIONS - BELGROVE STREET (E)(ISTING PER BLOCK 28 & 29B PLANS)
600 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 12.00 STREET TREES REQUIRED
12 STREET TREES PROVIDED
STREET TREE CALCULATIONS - BLOCK 27 PORTION OF EXISTING ASHLAR AVENUE
183 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 3.66 STREET TREES REQUIRED
4 STREET TREES PROVIDED
STREET TREE CALCULATIONS - PROPOSED GOLF VIEW DRIVE
696 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 13.92 STREET TREES REQUIRED
14 STREET TREES PROVIDED
STREET TREE CALCULATIONS - PROPOSED ALPHA STREET
724 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 14.48 STREET TREES REQUIRED
15 STREET TREES PROVIDED
PLANT LIST
QUANTITY
SYMBOL
BOTANICAL NAME
COMMON NAME
HEIGHT
CALIPER Q PLANTING
SPACING
SPECS.
10 YR.
CANOPY
EX.
PROP.
U
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16
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FRAXINUS PENNSYLVANICA
GREEN ASH
1.5" MIN.
12'
AS
B & B'
604 SF
2
2
PA
PLATANUS X ACERIFOLIA
LONDON PLANETREE
1.5" MIN.
12'
�g
O
B & B'
368 SF
6
7
6T
Gleditsia Triacanthos Inemnis
"Shade master"
SHADEMASTER
HONEYLOCUST
1.5" MIN.
12'
�w
'
cid
B & B'
424 SF
7
4
PSRFACER
RUBRUM &CVS.
OCT. GLORY, RED SUNSET
1.5" MIN.
10'
SHOWN
B & B'
397 SF
PROPOSED BLOCK 27 SITE AREA = 2.1 ACRES
20% SITE TREE CANOPY REQUIRED:
BLOCK 27 CANOPY = 18,295 S.F.
SITE CANOPY PROVIDED (10 YR PROJECTED
EXISTING BLOCK 27 TREE CANOPY= (5*397)+(1 *368)+(3*424) = 3,625 S.F.
PROPOSED BLOCK 27 TREE CANOPY= (16*604)+(2*368)+(7*424)+(4*397) = 14,956 S.F.
TOTAL TREE CANOPY PROVIDED = 3,625 S.F. + 14,956 S.F. = 18,581 S.F.
REVISIONS
DATE
March 25, 2015
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
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REVISIONS
DATE
March 25, 2015
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
3053
SHEET
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