HomeMy WebLinkAboutSDP200500061 Plan - Approved 2005-08-18GENERAL 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 TRANSPORATION (VDOT). THIS PLAN AS DRAWN MAY
NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.
UNLESS OTHERWISE NOTED.
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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING. OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1925 ).
9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE
CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL
INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES.
10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT
EXCEED ONE HALF (1/2) FOOT CANDLE.
11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -i.
13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE
IN EFFECT AT THE TIME OF CONSTRUCTION.
14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE
WITH FULL CUTOFF OPTICS.
WATER AND SEWER GENERAL PLAN NOTES
1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2.THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY"
( 1 800 552 7001 ) .
6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
B.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
2.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE—
CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS
THE FIRST STEP IN CLEARING.
4•A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLA SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF—SITE BORROW OR
WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL
PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6 -THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL
FINAL STABILIZATION IS ACHIEVED.
B.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR
CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL
BE MADE IMMEDIATELY.
PRELIMINARY SITE DEVELOPMENT PLAN
COMMONWEALTH GREENBRIER CENTER
TAX
JACK
JOUETT
61 W(3) PARCEL
MAGISTERIAL
03 6A
DISTRICT
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE : 1' : 21000
SITE TOTALS AND LAND USE DATA NOTES
OWNER / DEVELOPER
CHARLOTTESVILLE LAND TRUST
C/O CHARLES WM HURT
PO BOX 8947
CHARLOTTESVILLE, VIRGINIA 22906
TOTAL SITE AREA : 1.339 ACRES 58, 313 S. F.
PRESENT ZONING : Cl COMMERCIAL
PROPOSED USE : OFFICE
PARKING SCHEDULE : 9 SPACE PER 200 S.F. NET
PARKING REQUIRED : 57 SPACES AND 1 LOADING SPACE
PARKING PROVIDED : 65 SPACES AND 2 LOADING SPACES
TOTAL BUILDING COVERAGE : 8,976 S. F. 15.4%
TOTAL IMPERVIOUS COVERAGE : 30,300 S.F. 52.0%
TOTAL OPEN SPACE : 19.037 S. F. 32.6%
BOUNDARY SURVEY BY : B. AUBREY HUFFMAN & ASSOCIATES,
AERIAL TOPOGRAPHY BY : LOUISA AERIAL SURVEY INC.
MAXIMUM NUMBER OF EMPLOYEES : 28
LLC
BUILDING OFFICIAL
FIRE/ RESCUE DIVISION
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNER ( CURRENT DEVELOPMENT)
ENGINEER ( CURRENT DEVELOPMENT)
VIRGINIA DEPARTMENT OF TRANSPORTATION
SHEET INDEX
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CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
SHEET 1 OF 3
40°57'52" 535.00' 37.51'' 157.40' S76'25'34"E 151.18'
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MAXIMUM AMOUNT OF PAVED PARKING AND
VEHICULAR CIRCULATION AREA = 26,100 S.F.
SITE IS CURRENTLY COVERED WITH DECIDUOUS
HARDWOOD TREES OF VARIOUS TYPES AND SIZES
ie BLACK LOCUST, PARADISE TREE, MAPLE AND
OAK TREES.
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SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
WMANM A HEIOHT AT TOTAL HENU TOTAL WUM AREA OF
KEY MEI. CALIPER
COMMON NAME PI.ANTINO IN 10 YEAFM N 10 YEARS CANOPY
ACER RUBRUM
0
RED MAPLE 2 1/2" CAL. 13 33 8.25 53 S.F.
QUERCUS PHELLOS
WILLOW OAK 2 1/2" CAL. 13 33 23.1 419 S.F.
CERCIS CANADENSIS
EASTERN REDBUD 7 17 12.6 124 S.F.
k, CORNUS FLORIDIA
7 17 12.6 124 S.F.
FLOWERING DOGWOOD
ILEX CORNUTA "BURFORDII NANA"
TONAL AREA
QLAANr ITY
OF CANOPY
8 424 S.F.
7 2, 933 S.F.
DWARF BURFORD HOLLY 2 10 8.5 57 S.F. 21
TAX MAP 61W PARCEL 03-5
COUNTY OF ALBEMARLE
ZONED : Cl COMMERCIAL
PRESENT USE : REGIONAL DETENTION BASIN
GREENBRIER
B. AUBREY HUFFMAN AND ASSOCI
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
STATE ROUTE 866
60' R/w
ATES, LLC.
1, 240 S.F.
1, 596 S.F.
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LUMINAIRE
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Symbol Label
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Lamp File Lumens LLF Watts
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ALL FIXTURES ARE DARK SKIES AND IES CLASIFIED 'DARK SKIES* WITH FULL CUTOFF AND FLAT HORIZONTAL LENS.
ALL CALCULATIONS ARE ON THE GROUND AND ARE INITIAL USING A 1.00 LLF
SITE TOTALS AND LAND USE DATA NOTES
OWNER / DEVELOPER
CHARLOTTESVILLE LAND TRUST
C/O CHARLES WM HURT
PO BOX 8147
CHARLOTTESVILLE, VIRGINIA 22906
TOTAL SITE AREA 1 1,339 ACRES 58,313 S.F.
PRESENT ZONING 1 Cl COMMERCIAL
PROPOSED USE 1 OFFICE
PARKING SCHEDULE 1 SPACE PER 200 S.F. NET
PARKING REQUIRED 57 SPACES AND I LOADING SPACE
PARKING PROVIDED 66 SPACES AND 2 LOADING SPACES
TOTAL BUILDING COVERAGE 1 8,976 S.F. 15.4%
TOTAL IMPERVIOUS COVERAGE 1 30,300 S.F. 52.0%
TOTAL OPEN SPACE 1 19,037 S.F. 32.6%
BOUNDARY SURVEY BY 1 B. AUBREY HUFFMAN & ASSOCIATES, LLC
AERIAL TOPOGRAPHY BY i LOUISA AERIAL SURVEY INC.
MAXIMUM NUMBER OF EMPLOYEES 1 28
SURFACE
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STATE ROUTE 866
PRELIMINARY SITE DEVELOPMENT PLAN
COMMONWEALTH
TAX MAP
JACK JOUETT
ALBEMARLE
GREENBRIER CENTER
61W(3) PARCEL 03 6A
MAGISTERIAL DISTRICT
COUNTY, VIRGINIA
Plan View
CLI_
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SITE BENCHMARK
TOP RIM OF MANHOLE
ELEV, 317,82
U -S -G -S, DATUM
PLAN PREPARED BY
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CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE,, VIRGINIA
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STATE ROUTE 866
PRELIMINARY SITE DEVELOPMENT PLAN
COMMONWEALTH
TAX MAP
JACK JOUETT
ALBEMARLE
GREENBRIER CENTER
61W(3) PARCEL 03 6A
MAGISTERIAL DISTRICT
COUNTY, VIRGINIA
Plan View
CLI_
P
SITE BENCHMARK
TOP RIM OF MANHOLE
ELEV, 317,82
U -S -G -S, DATUM
PLAN PREPARED BY
B. AUBREY HUFFMAN AND ASSOCIATES)
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE,, VIRGINIA
LLC.
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 TRANSPORATION (VDOT). THIS PLAN AS DRAWN MAY
NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIRENE:NTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.
UNLESS OTHERWISE NOTED.
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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ).
9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE
CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL
INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSN TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES.
10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT
EXCEED ONE HALF (1/2) FOOT CANDLE.
11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1.
13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE
IN EFFECT AT THE TIME OF CONSTRUCTION.
14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE
WITH FULL CUTOFF OPTICS.
WATER AND SEWER GENERAL PLAN NOTES
1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2.THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY "
( 1 BOO 552 7001 ) .
6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
B.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
2.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -
CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS
THE FIRST STEP IN CLEARING.
4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLA SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR
WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL
PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL
FINAL STABILIZATION IS ACHIEVED.
B.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR
CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL
BE MADE IMMEDIATELY.
PRELIMINARY SITE DEVELOPMENT PLAN
COMMONWEALTH GREENBRIER CENTER
TAX
JACK
JOUETT
61 W(3) PARCEL
MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE : 1' : 2000
SITE TOTALS AND LAND USE DATA NOTES
OWNER / DEVELOPER
CHARLOTTESVILLE LAND TRUST
C/O CHARLES WM HURT
PO BOX 8147
CHARLOTTESVILLE, VIRGINIA 22906
TOTAL SITE AREA : 1.339 ACRES 58,313 S. F.
PRESENT ZONING: C1 COMMERCIAL
PROPOSED USE : OFFICE
PARKING SCHEDULE : 1 SPACE PER 200 S. F.. NET
PARKING REQUIRED : 57 SPACES AND 1 LOACDING SPACE
PARKING PROVIDED : 65 SPACES AND 2 LOACDING SPACES
TOTAL BUILDING COVERAGE : 8,976 S. F.. 15.4%
TOTAL IMPERVIOUS COVERAGE : 30,300 S. F.. 52.0%
TOTAL OPEN SPACE : 19,037 S. F.. 32.6%
BOUNDARY SURVEY BY : B. AUBREY HUFFMAN & ASSOCIATES,
AERIAL TOPOGRAPHY BY : LOUISA AERIAL SURVEY INC.
MAXIMUM NUMBER OF EMPLOYEES : 28
LLC
JuL .a 19005
BUILDING OFFICIAL
FIRE/ RESCUE DIVISION
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNER ( CURRENT DEVELOPMENT)
ENGINEER ( CURRENT DEVELOPMENT)
VIRGINIA DEPARTMENT OF TRANSPORTATION
SHEETINDEX
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN
z' SHEET 3 LANDSCAPE PLAN
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PLAN PREPARED BY
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CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
SHEET 1 OF 3
CIVIL ENGINEERING LAND SURVEYING
CHARLOTTESVILLE, VIRGINIA
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C2
93°57'52"
35.00'
37.51' 57.40'
S78026'34"E 51.18'
C3
03647'51"
860.00'
28.51' 57.00'
S33°28'56"E 56.99'
C41
06°00'18"
860.00'
45.11' 90.14' 1
S38°23'01"E 90.09'
C5
08°08'17"
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61.18' 122.15'
S45027'19"E 122.05'
C6
90°00'54"
25.00'
25.01' 39.28'
SO4°31'27"E 35.36'
C7
11°49'53"
690.00'
71.50' 142.48'
S46023'30"W 142.23'
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REVISIONS
STAFF COMMENTS OF PLANNER'S LETTER DATED JULY 7. 2005 1 7-18-05
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�TS-r/T 'TOPE /BENCHMARKRIM ELEV/!51OFMANHIlLE .82 rG SDAT - /CDV. 510. 31 U�1 i -----
STATE ROUTE 866
SIGNAL ARM
60' R/W
EXIST. FIRE HYDRANT
FIRE FLOW
2226 gpm @ 20 psi residua1
SCALE: 1" = 20'
SIGNAL POLE
SHEET 2 OF 3
MAXIMUM AMOUNT OF PAVED PARKING AND
VEHICULAR CIRCULATION AREA = 26,100 S.F.
SITE IS CURRENTLY COVERED WITH DECIDUOUS
HARDWOOD TREES OF VARIOUS TYPES AND SIZES
ie BLACK LOCUST, PARADISE TREE, MAPLE AND
OAK TREES.
O--�—
SAN MH
5p0.7
TOP IN 494.67
IN\ 492.51
IN�.OUT
IM �
PLAN PREPARED BY
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
BOTH w,#L. & FEIWR AT TONAL HE IGHr TOTAL WUrH AREA OF
KEY MIN. CALIPER
COMMON NAVE PLANTING IN 10 YEARS N 10 YEARS CANOPY
ACER RUBRUM
e
RED MAPLE 2 1/2" CAL. 13 33 8.25 53 S.F.
\p �
QUERCUS PHELLOS
WILLOW OAK 2 1/2" CAL. 13 33 23.1 419 S.F.
CERCIS CANADENSIS
EASTERN REDBUD 7 17 12.6 124 S.F.
lLk CORNUS FLORIDIA
7 17 12.6 124 S.F.
FLOWERING DOGWOOD
ILEX CORNUTA "BURFORDII NANA"
TOTAL AREA
QUANTITY
OF CANOPY
8 424 S.F.
7 2, 933 S.F.
DWARF BURFORD HOLLY 2 10 8.5 57 S.F. 21
TAX MAP 61W PARCEL 03-5
COUNTY OF ALBEMARLE
ZONED : Cl COMMERCIAL
PRESENT USE : REGIONAL DETENTION BASIN
GREENBRIER
STATE ROUTE 866
60' R/W
B. AUBREY HUFFMAN AND ASSOCIATES, I.I.C.
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
1, 240 S.F.
1, 596 S.F.
EXIST, a"S SAN SEWER
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M—
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SCALE:
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SITE BENCHMARK
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ELOEV. 517.82ANHOLEQ
U• S. G. S• DATUM
C/oINV 510.31
SIGNAL ARM
,6,
EXIST. FIRE HYDRANT
FIRE FLOW
2226 Spm @ 20 psi residual
SIGNAL POLE
O ri m
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/I 000 I�IN44,0
SHEET 3 OF 3
LUMINAIRE
SCHEDULE
0.0 b.0
S41 1 1.a 1./
Symbol Label
Gty Catalog Number Description
Lamp File Lumens LLF Watts
❑ OA -1
3 LITHONIA KAD AREA LIGHT WITH HIGHONE 400 -MATT CLEAR 1t1G477.les 32000 1.00 462
400H SR49C TB- PERFORMANCE OR46C ED -20 METAL HALIDE,
e
SPD04 LPI 008
OPTICS` CLEAR FLAT
HORIZONTAL POSITION.
0%
MOUNTED ON
GLASS.
0%
f.B /.1 >t./
SSP-20-4.0-11-
0%
20.0
0%
DM10-8EZ
LOT A
5%
0 OB -1
3 LITHONIA KAD
400H SR3 Ta-
AREA LIGHT WITH HIGHONE 400 -MATT CLEAR lt]G476.iss 32000 1.00 462
PERFORMANCE SR3 ED -28 METAL HALIDE,
e
W004 -LPI -OM
OPTICS. CLEAR FLAT
HORIZONTAL POSITION.
482.9
MOUNTED ON
GLASS.
0.0
0.0
SBP-20-4.0-11-
t.) i.
&F SA 11.8 860
446.1
DMiO SEZ
r,s
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ALL FIXTURES ARE DARK SKIES AND IES CLA8IFIED 'DARK SKIES' WITH FULL CUTOFF AND FLAT HORIZONTAL LENS.
ALL CALCULATIONS ARE ON THE GROUND AND ARE INITIAL USING A 1.00 LLF
SITE TOTALS AND LAND USE DATA NOTES
OWNER / DEVELOPER
CHARLOTTESVILLE LAND TRUST
C/O CHARLES WM HURT
PO BOX 8147
CHARLOTTESVILLE, VIRGINIA 22906
TOTAL SITE AREA 1 1.339 ACRES 58,313 S.F.
PRESENT ZONING 1 C1 COMMERCIAL
PROPOSED USE 1 OFFICE
PARKING SCHEDULE 1 1 SPACE PER 200 S.F. NET
PARKING REQUIRED 1 57 SPACES AND 1 LOADING SPACE
PARKING PROVIDED 1 66 SPACES AND 2 LOADING SPACES
TOTAL BUILDING COVERAGE 1 8,976 S.F. 15.4%
TOTAL IMPERVIOUS COVERAGE 1 30,300 S.F. 32.0%
TOTAL OPEN SPACE 1 19,037 S.F. 32.6X
BOUNDARY SURVEY BY 1 B. AUBREY HUFFMAN & ASSOCIATES, LLC
AERIAL TOPOGRAPHY BY t LOUISA AERIAL SURVEY INC.
MAXIMUM NUMBER OF EMPLOYEES 1 28
SURFACE
SCHEDULE
0.0 b.0
S41 1 1.a 1./
Reflectance*
Now
Front
Back
Orientation Tilt
us
0%
us
0%
281.8
O%
0%
0.0
o%
0%
f.B /.1 >t./
O%
0%
20.0
0%
0%
LOT A
5%
5%
LOT B
5%
5%
LOT C
5%
5%
S35*38'35'E CHAIN LINK F 7 MWRIER 49&79
F" _- - - - - --
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SA A 1.1
STATISTICS
b.0
0.0 b.0
S41 1 1.a 1./
la !
1.1 •
PROPERTY LINE
+ 0.1 fc 0.5 fc 0.0 fa N / A N / A
Orientation Tilt
15 PA
9' 16'
281.8
346.0
(�
0.0
o a.!
►' �r 1.5 i/B t.1 i.B >i.B
f.B /.1 >t./
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20.0
-90.0
t,
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0.0
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V X 10r XJMPSTER PAD
"V/ rfONC/N"4.0 L<TISA1.8M
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482.9
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0.0
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446.1
0.0
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ae
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278.2
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SA A 1.1
STATISTICS
Description
symbol Avg Max Min Mex/Min Avg/Min
• IL
+ 1.6 fc 12.8 fC 0.0 fc N / A N / A
PROPERTY LINE
+ 0.1 fc 0.5 fc 0.0 fa N / A N / A
CHAIN LIME FEOICE BARRIER
MAX. HEIGHT 19'
s 1rd a.a
1 ILL 0.1 a" i s
T R11"
2' N
ri 1l.sV
C
LOTLOT B :.
23267 SQ FT X12239 S FT j
TWO STORY BUILDING TWO STORY BU LDIN�
i WITH BASEMENT MAX -BLDG- HE r
MAX. BLDG, HEIWT 351FF 306.3
FF 506.30 30V
... 70Ar -;0,, r
b.0 b.o 30, 1T.'0 0.0 0.0 0.0 1.!
y y
i
s'• a.! 0.0 0.0 b.o b.o b.o 6.0 b.0 b.o b.o 1.0
Md 0.1 0.0 0.0 b.0 b.0 0.0 0.0 b.0 0.0
a.a as a.t 0.0 0.0 0.0 0.0 0.0 0.0 .0 a.! a.! B.
• EXIST. DI
5"
51,1
O
S35.38'35'E
TAX MAP 61W PARCEL I
VANDER LINDE HOMES
ZONED t R15 RESIDEI
1..r,r E,wr t tcc 1 APARTi
b
aM
!
• IL
Label
0.0
0. b
Orientation Tilt
15 PA
9' 16'
281.8
346.0
20.0
90.0
0.0
2
08-1
535.9
383.5
20.0
-90.0
0.0
3
0
b.o 'o
as >)�
1.a
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06-1
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403.5
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5
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446.1
0.0
b.0
i.G
ae
LAIL.
278.2
392.8
i
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0.0
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a.!
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b.0
»>..
22807 SQ FT
e
b.0
b.0
ONE STORY BUILDING
H BASEMENT
.0
b.o
1b.0
A
BLDG. HEIGHT 35'
y
>
FF 312.25
.0
0.0
10.0
e,
t 0.0 0.o 0
.0
0.0
b.0
LA
aA , y - f .� ' .0 0.0 b.o b.o
b.0 b.o
b.0
b.0 b
.0
04
M
R! 04 b.o b.0 b.0 0.0 10.0
b.0 0.0
b.0
b 0
69.75'0
0
b.o b.0
00
0.9/ b
1.1 a.! 0 b.0 420'+ SIGHT DISTANCE "' """"'` "
4 _
TOP 50725
INV. S
SEWS
EXISTi' EXIST. DI
EXIST• VATERLII�
t
LUMINAIRE LOCATIONS
No.
Label
Location
X Y
MH
Orientation Tilt
i
OA -1
281.8
346.0
20.0
90.0
0.0
2
08-1
535.9
383.5
20.0
-90.0
0.0
3
00-1
373.5
402.1
20.0
0.0
0.0
4
06-1
482.9
403.5
20.0
0.0
0.0
5
OA -1
598.5
446.1
20.0
180.9
0.0
8
OA -1
278.2
392.8
20.0
90.0
0.0
0
0
W
i
AVAILABLE PER VDOTAVAILABLE PER VW
TAAf�T
EXIST. 8• SAN SEWER
COUT, WATERLINE
Sot 04
Top
GRE NBRI ER DRI VE
STATE ROUTE 866
PRELIMINARY
COMMONWEALTH
JACK
Vin
SITE DEVELOPMENT
JOUETT
ALBEMARLE
PLAN
41
GREENBRIER CENTER
61W(3) PARCEL 03 6A
MAGISTERIAL DISTRICT
COUNTY, VIRGINIA
Plan Viiew
SITE BENCHMARK
TOP RIM OF MANHOLE
ELEV, 517.82
U,S,G.S. DATUM
PLAN PREPARED BY
B: AUBREY HUFFMAN AND ASSOCIATES,
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
LLC.