HomeMy WebLinkAboutSDP200500061 Plan - Approved Letter of Revision 1 2007-05-03CL
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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 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.0.0.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.
8. 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 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 -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
i.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 THE CURRENT EDITION
OF GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY
THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4.OATUM 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.
8.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.
MINOR SITE DEVELOPMENT PLAN
COMMONWEALTH GREENBRIER
TAX MAP 61W(3) PARCEL 03 6A
CENTER
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP
SITE TOTALS AND LAND USE DATA NOTES
OWNER / DEVELOPER
HURT INVESTMENT COMPANY
C/O CHARLES WM HURT
PO BOX 8147
CHARLOTTESVILLE, VIRGINIA 22906
TOTAL SITE AREA : 1.339 ACRES 58,313 S.F.
PRESENT ZONING : Ci COMMERCIAL
PROPOSED USE : OFFICE
PARKING SCHEDULE : i SPACE PER 200 S.F. NET
LOT A PARKING REQUIRED: PER DEPUTY ZONING ADMINISTRATOR 16
PARKING PROVIDED = 18
LOT B PARKING REQUIRED: 11,800 S.F. (TOTAL BLDG. AREA - BASEMENT) x 80% / 200 47
PARKING PROVIDED = 47
TOTAL PARKING REQUIRED 63 SPACES AND 1 LOADING SPACE
TOTAL PARKING PROVIDED 65 SPACES AND 2 LOADING SPACES
TOTAL BUILDING COVERAGE 9,580 S.F. 16.4%
TOTAL IMPERVIOUS COVERAGE : 30,935 S.F. 53.1%
TOTAL OPEN SPACE : 17,798 S.F. 30.5%
BOUNDARY SURVEY BY: DOMINION DEVELOPMENT RESOURCES, LLC
AERIAL TOPOGRAPHY BY : LOUISA AERIAL SURVEY INC.
MAXIMUM NUMBER OF EMPLOYEES : 28
W. THOMAS MUNCASTER,
CERT. NO. 16242
Ips 5-4.-.dt7
BUILDING OFFICIAL
FIRE / RESCUEI DMSION
SERVICE AUTHORITY
PLANNER (CWRENT DEVELOPMENT)
-3-0-7 Lof-4-2- To A b D ?HASt
ENGINEER (CPRRENT DEVELOPMENT
VIRGINIA
SHEET INDEX
ENT OF TRANSPORTATION
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN
SHEET 3 LANDSCAPE PLAN
J 5 sDominion
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c, � �\ y 172 South Pantops Drive
Charlottesville, VA 22g11
434.q -q.8121 (p)
454.g7q.1681 (f)
DDRV,g.com
SHEET 1 OF 3
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_) _,/ / FIBEr'6PTIC CABLE LINE \ >r I C3 lve
'Q Z\ \ 69.75
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,' / , �' Blowoff Assergblfi w / :7 '
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I / �' /' S , m time oozes unknowN at ; S / EXIST
es Taps cann compleltion. ~'m SAN t
INV. 502.12 /• fixture of un S i EWER
TOP 507.2 Plan 8"
a COUnbg made!\ til �Q Z
\\\i\ sizing ed to ACSAafor� eter line\\ 1\\ S / S ,' /,/
X Pp+i' \ \ \
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61 / 1 \ T , 10 vl EXIST. DI „A.. / \ /
W \ \ L I ,
1 / IN 492• I S 1 \ IS 1 _---------- I --------- ----'' \ \\ I 1 S
---------------- '
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SAN• H \\ w \\ 1 / _ -- _ i/�- \\\------------ ���=��� _ ------ ------ --- I ' 1 i �� TOP R,BENCHMARK / c I
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/ °�v.IN 494 651 - - /// , , ' i --- \ \ ------ -- --------
---------_------------- i W�, ELEV/ I51�Fg2ANHgrLE
OUT 492 �� _ - I I / - \\ "-___---- --- �-, _ -------------- / U. G.S. D 1
INV. 510
___ - ___ ----- ----- -
NBRIER RIVE
GREE
- ------- - --- --------
STATE ROUTE 866 --
' o - '
/ \SIGNAL
60 ' R/W 5 C L E: O
J� EXIST. FIRE SIGNAL POLE
FIRE FLOW
HYDRANT
H1H of ALL STORM DRAINAGE MAHOLE STRUCTURES TO UTILIZE INLET SHAPING
AS PER VOOT STANDARD, IS -1. ROAD & BRIDGE STANDARDS, VOLUME 1. 2226 gPM @ 20
SITE PLANPsi residual
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STORM DRAINAGE STRUCTURES
NO.
TYPE
L
TOP INLET
WIN
NW. WT
1
ES -1
485.0
2
DI -3A
501.95 491.00
486.0
3
DI -3B
6
500.95
493.00
492.90
4
DI -3A
500.14
494.10
494.00
5
DI -1
500.00
495.50
6
MH
504.50 498.00
494. 75,494. 90
494.65
7
MH
507.10
498.10
498.00
8
DI -1
504.30
500.20
9
DI -3A
505.02
496.00
495.90
10
DI -3B
4
503.12
497.10
497.00
11
DI -3B
10
504.01
499.51
12
EXIST.
DI -3B
507.68
504.72
503.23
13
EXIST.
DI -3B
507.90
505.27
Cis -3-01
SHEET 2 OF 3
MAXIMUM AMOUNT OF PAVED PARKING AND
VEHICULAR CIRCULATION AREA - 26.100 S.F.
26.100 S.F. x 5% - 1,305 S.F. REQUIRED FOR INTERIOR LANDSCAPING
1,600 S.F. PROVIDED FOR INTERIOR LANDSCAPING
STREET TREES REQUIRED - 10
STREET TREES PROVIDED - 11
SITE IS CURRENTLY COVERED WITH DECIDUOUS
HARDWOOD TREES OF VARIOUS TYPES AND SIZES
ie BLACK LOCUST, PARADISE TREE. MAPLE AND
OAK TREES.
NO EXISTING VEGETATION ON THE SITE IS TO
BE PRESERVED
EXIST - SAN.
TOP IN 494.67 '—
INV.OUT 492-51
PLAN PREPARED BY
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
BOTANICAL d HBOWT AT TOTAL F18GHT TONAL WOTH AREA OF
ICY M. CALIPER
COMMON NAME PIANTMIO MI 10 YEARS MI 10 YFAM CANOPY
ACER RUBRUM
•
REO MAPLE 2 1/2" CAL. 13 33 8.25 53 S.F.
QUERCUS PHELLOS
TOTAL AREA
OUANM
OF CANOPY
8 424 S.F.
%w WILLOW OAK 2 1/2 CAL. 13 33 23.1 419 S.F. 7 2.933 S.F.
CERCIS CANADENSIS
EASTERN REDBUD
CORNUS FLORIDIA
FLOWERING DOGWOOD
ILEX CORNUTA "BURFORDII NANA"
DWARF BURFORD HOLLY
NDSCAPE P
B. AUBREY HUFFMAN AND ASSOC
CML ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
8.5 57 S.F. 21
TAX MAP 61W PARCEL 03-5
COUNTY OF ALBEMARLE
ZONED : C1 COMMERCIAL
PRESENT USE : REGIONAL DETENTION BASIN
OREENBRIEH
STATE ROUTE 866
60' R/W
.TES, LLC.
1JH I VE
1.488 S.F.
1.596 S.F.
SCALE. -
1
S�
SITE BENCF
lop
ELEVRIM OF
U S 517,
�• S.0
INV. 510, 3
SIGNAL ARM
EXIST. FIRE HYDRANT
FIRE FLOW
2226 gPm @ 20 psi residua
1
FEBRUARY 7, 2007
REVISIONS
.JO
ELIMINATION OF MH A
3/28/07
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SHEET 3 OF :9