HomeMy WebLinkAboutSDP200700015 Plan - Approved Letter of Revision 1 2007-05-03GENERAL CONSTRUCTION NOTES
co0
EV
N
N
00N
E
H
0
C)0
a
0Ln
m
LO.
Mc,N
n
NMmEL
Im0
JWU
Q_
Ma
G
ccW
Z
WU
crW
cc
ZWWcc
JaW3Z0
00
3ti
L
cuE
a
L
cyl
v
W
fu
a
M
N00
UN
OLCL
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.
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
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 THE CURRENT EDITION
OF GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY
THE ALBEMARLE COUNTY SERVICE AUTHORITY.
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.
8.OURING 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 61'W(3) PARCEL 036
CENTER
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA DRAWN BY JOHN DRUMHELLER
BUILDING OFFICIAL
FIRE / RESCUE) DIVISION
VICINITY MAP
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNER (DEVELOPMENT)
l To
ENGINEER (C4JRRENT DEVELOPMENT
St
VIRGINIA DEPARTMENT OF TRANSPORTATION
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 58,31:3 S.F.
PRESENT ZONING : Cl COMMERCIAL
PROPOSED USE : OFFICE
PARKING SCHEDULE : 1 SPACE PER 200 S. FF. NET
LOT A PARKING REQUIRED: PER DEPUTYZ(ONING 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 SPACESAN[D 1 LOADING SPACE
TOTAL PARKING PROVIDED 65 SPACESANm 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, JR.
CERT. NO. 16242 a
SHEEP INDEX
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN
SHEET 3 LANDSCAPE PLAN
e
tee or
J
C
U)
s
s
172 South Pantops Drive
Charlottesville, \/A 22g11
434.c17c1.8121 (p)
454.g7q.IC 81 (f)
DDRY,4.com
SHEET 10F 3
Dominion
D evelopment
Resources, LLC
4J
T
D
r
IM M
r r CG -2 1 /I 50 / I0 Blowof f Assembly \ ' CFW CABLE VAU r I
q.. gate ,-
6PTIC CABLE LE
CA \) C3 lveIN y Type A \ / / T I
F I BE. z\ \ _ 75 '
1 ' ' -
T ___ -- Blowaff Assent - w _ 1 7 27"w
12 Type „ '
V -1 _j (2) 6" Valves \ ¢l
TAB \M PAP61W 'ARE`4_ 03 -- = -_ _ -- ` - - -__ - -- -- _
Q-OUNTY, OF ALBEMARLE
9$5 - _ MERGI/dL
A - ESE E_ EGIQIdAt ENT - -_ ------------- - - - -''ION- BASItd -- -, - - -- - -
U7 \ \ 1 I \ _ _ _ -_- - --- -- ---- - _-- _ -_ - - -- - - -- - __\ \ -- - -- - - - - - - -- - - -- / i ! I I 1 ZI111I ) - - - -- -- '------- - - - - -- -- - _____---- - - - - -'" \\\ \` ___- _ - - - - -- I I 1 \ 1 1 I 1 J
qtr _ -__, _ -- - __ - - - - - - - - - - - - - - -' -- __ - - - -- ------- - - - - -
AF{EXc \ TTJ1 SL"OPC'`3--_ - €>r =1. CLASS _ - - - -I 1 11 ` I 11 t1 1 tlt 11 II It i
t r
r - \ U_2J a_Gfl _- _ -- - - - - - - I 3
t 1 t
t 0. IMNPI i611 IPIAR O ff U 0 / r LiX - IST • (iUtL'F_T - - - -- -/ I V I 1 1 I 1 1 1 I 1 I I 1 I I I I III I I IjII¢ \ /CHAIN FII<FENCE BARRIER S35 "38'35 "E - 596. 7A .\ ---- - -\ ` ` ,`\. N - ----------- / I II11 I IINInIIPII Ir - IIIIIIIEII 1'f`t I //
IAIK ENC - _ / I 1 1 I I I I I I I T AILRETAININGWAl." ,. 2 47. 64 L` E_BARRIER, - ,,83 a8 35 - - - -- r f NE-0 r I u /
W I I I - Cxi
I _
CG -2 \__ '• _' N3JyG 19AG ' - - -- -'' IP rNi Et r 1 AR T Mt-
J -1 70 9 1 ¢ __ _
c . ' / -
T" PACESozII \ 1 CP _
1 / 5' 1 49G
o
i 1 \ ' 1
a / /
138'69 / --',' \ ;\ \`` 2- - : ` _ -- - 20L0 _ '
n
1 _ / '
PAVEMEINT MAT DIAL /' \ \ Q' -/ / -- 1 - - ``. -10' 10' ae I j24 ' TRAVEL A L LE / \ \ \ DUMpIEyR- PA{}H 1 /
10' x 10' M FER PAD / /' 6" AGGIR. BASE \\ / w \ \ \ \ 1
6 ,
8' - ON - . APRON 6
t8 t I. 4 I 1
1 ':
HW/ 6 CO C /
cnPRASETWO11/2" SM 9.5A \_ ti 6' HIG SC,^3EEN_jNG---FENC`c6HIGSCR
PRt)N / \cU\ / \ \. \ 4'k, / , _ - -- /' \ \
INIfJG FENCE - _ / \ f~ _ , _o
ONE
ROX1(A TE
ti\1 \ 1 1 , r,: A •`1s ; ' s , ) CG -2 / \ \'. Q i I. i. Lc 1 =w / \
I a / ••/ y? , t
a ,a. \ / 2%
r
03 - \ h\ \ \' Q __ -- - n EAINI ` N I
P L.1J \\
o / / e r \ .. \ Q NG WAL -- _ /. 1 I t 3w /
co \ F / cu , , • 1 ..r \, z \ \ \ ':: _ L MAX._ bl t 1 I H cc/ cC \
1 H w y1 ' 4 ' _ _ _ \:. 4
S RCP \; 6 I `\ \ `. - - - B0 q ' 50 ' S 1 y
I I I X I
a --" -' \
0 N e- _ I w,Z 3 0 12' WIDE _ _ I T w a
I m ,'% , 118.0' /,/ a `'•32 1 \ \\ '' LSIQDING Sp - - -- - - I t I t t 1 t Io O o
LU \
CD / / / ` 3 :'._ n - ACE _ - - - - - -- I 1 f.•I
I I ae I
5 m zH I I^L r- In
1 ¢ w / / ' \ \ ro 1$'. \.\ - - - -- ¢ - DOCK I t t (jl i ' u)NUP1Coc / ,[i a I r
P -17 : 1 / > /' / /' /'
sa - - -' -- 9.9 \ _ ---- - - - - - - i I rl t wo --- ---Q w 1
O so T/rr ca. ° In
w ' `.' , ` \ \ Ycv. - - - -
I _ t !
I / _
1 ( rO /
O
LQ C ; TWO STORY IBUILDING
1
NTH BAItEMENT 'LLJ i ° 1 r /' 'f1AX. (HEIGHT 3 , I _ . ::: \\B'L G . 5'
x a \ '" I \
U-) ._ / FF • 0 .fe ti ¢ -- °- - - ,' ONW 'STARY ILLl G -- ' :1'.. ,. r iQ_ ! VICE REOUI 0 _ _ - 'H1 ! O / c m •`'° ' / 43ACKFLOW PREVENT ION DE - . w - '
is -- w , DG : HEIGH rLf
118.0 / - -- - - - - - :`,'KF FF 512. 3j 'i / / w -
1 // / °' ;'!. __ -- 30' S.B. „ r
Q`0' _ Q, _ r // LOW PREVENTION 2V /' I /' H
Z \\ '-
is a ,-• 6' F1 e? ` n - ^ `-._ / DEVICN'REQUIRED I ' ,''
r CON TROD' B o cc \
EASEENI- x i ¢
1?f' - -- 55 , 1 /' Q I
6X6 ee `g WM y a
SPACE 1Z I , / I QV, / B., _ ;.f 6 ve ,'' ' SI,dNAL PO / ,/ C -LOgIDI _ _'! _ - - -__ _ a / I.. Re ucgr / V IOD /' E V GV:\ C ., I / / / W IULT SI NAL
e a v e , / I
S '6x4 Reducer w r
EXIST.SAN. MH- / sizes unknown/ S i EXIST.U / , c Meter
r ' ' _ TOP 507.25 'T (W Ta of plan complel at 3 Hcn 8„ SAN /' /' //Lion . Ov) I S - /SEWER , ,/ z // /, // ,' .1INV . 502.12 f i tue e made)Rrncounb\unt i 1 a I - S ' / ' // H
SEWER I/
S 1/ \ \\ I P to ACSAaforP`en coca \\ 1 \ r
S i / cn ' '//I
x\ g. meter i
r / B N S I -
W S RR g \ \ \ - - S / ' /' ,' / SA \
D -.'61 _ EFIYATLINE \\ \ II / / i / \ QIcn
492 61 r 1
I S
7N
MH \ \ \ \__
w
OP 50 2 4.6 \TOP aNiJTA 492.51 \
1
S \ \\ WA --`TERL Imo- - w - \\ W
1ST . 10 w
I
EXIST. DI A ,. // W -= __ \\ ,\ II i , S
W
ELIO !
I r \
I / TOP RIM , Q
W M
C - - - ` , ;,,--- - - - - -- - - - -_ _ -- _ - - -- - - - -- - r I , ELEV! OF MANHQ'LE -r 1 1
I I / - - -- _ \ - - - - -- - - - - -- - ___ -- --_ - - _ - - - -- _ I /, U 517.82y9 . G S
co
GREEN R
STATE ROUTE 866 - - - - - --
II I SIGNALLEe1 ARM
60' R/W C A2 0 EXIST. FIRE SIGNAL POLE
ALL STORM DRAINAGE MAHOLE STRUCTURES TO UTILIZE INLET SHAPING FIRE FLOW HYpRAN
H OF 2226
o 9c AS PER VDOT STANDARD, IS -1, ROAD 6 BRIDGE STANDARDS, VOLUME 1. 9pm @ 20 psi residualPLAN
G& S-3
SHEET 2 OF 3
SITE STORM DRAINAGE STRUCTURES
c Dominion
Q1 r W. THOMAS MUNCASTER,JR.NO.TYPE L TOP INLET WIN INV. OUT
ti O / _-Development CERT . N0. 16242
1 ES -1 485.0
0) 2 DI -3A 501.95 491.00 486.0
j Resources,CFO
Aq
3 DI - 3B 6 500.95 493.00 492.90
LLC CFESSIe 4 DI - 3A 500.14 494.10 494.00
5 DI - 1 500.00 495.50
1 South Pontop5 Drive,
6 MH 504.50 498.00 494. 75,494.90 494.65
p 7 MH 507.10 498.10 498.00
Ghcirlottesville, VA 224l I 8 DI -1 504.30 500.20
fj1 ns J. - 7i .g 121 >9 DI -3A 505.02 496.00 495.90
Gi.Gi 1 / ' f l 10 DI -38 4 503.12 497.10 497.00
CAS l /11 DI -38 10 504.01 499.51
DDv.GOYYI 12 EXIST.DI -3B 507.68 504.72 503.23
13 EXIST.DI -3B 507.90 505.27
G& S-3
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
1.1500 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
i
TAX MAP 61W iPARCEL 03-5
COUNTY OF AL.BEMARLE
ZONED : Cl COMMERCIAL
PRESENT USE :: REGIONAL DETENTION BASIN
744 S.F.
1. 488 S.F.
1. 596 S.F.
w
1 H
J W
W
O
Ln
m
Z w,
J o:
iQ w
Lij a
Z
O
O
XIST • SAN. MN W
lop IN 49q•619ENV . 00, 492.5
INS •
NDSCAPE P
GEENBRIEH
PLAN PREPARED BY
B. AUBRLEY HUFFMAN AND ASSOCIATES
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
STATE ROUTE 866
60' R/W
LLC.
R VE
SCALE: 1 " =20'
w
SITE BENCHMARK Q
ELEVA151 OF MANHOLE QU.S. 2 Z
INV G. S. DATUM D510
SIGNAL _ARM
EXIST, FIRE HYDRANTFIREFLOW22269Am@20psiresidual
o
i
SIGNAL POLE
Gff 5 3 7
SHEET 3 OF 3
TOTAL AREA
QUANTITY
OF CANOPY
8 424 S.F.
7 2. 933 S.F.
EASTERN REDBUD
7 17 12.6 124 S.F. 6
CORNUS FLORIDIA
c
7 17 12.6 124 S.F.1FLOWERINGDOGWOOD
ILEX CORNUTA "BURFORDII NANA"
D
2 10 8.5 57 S.F. 21DWARFBURFORDHOLLY
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
BOTANICAL & HEIGHT AT TOTAL HEIGHT TOTAL WWDTH AREA OF
KEY MIN. CALIPER
COMMON NAME PLANTING IN 10 YEARS IN 10 YEARS CANOPY
ACER RUBRUM
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.
r
CERCIS CANADENSIS
ma
N
N
n00N
Tr02
0
0
CL
0Ln
m
n
MrnN
M
CDLL
Qto
m0
W
CL
ms
WzZWU
CL
UN
O
La
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.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.
A. 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. MOULD
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
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 XT..,-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.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.
MINOR SITE DEVELOPMENT PLAN
COMMONWEALTH GREENBRIER
TAX MAP 61W(3) PARCEL 03 6A
CENTER
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
BUILDING OFFICIAL
FIRE / RESCUE
VICINITY MAP
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNER (CURRE"TT DEVELOPMENT)
5 -3-07 Tp Aw 7
ENGINEER (CURR4NT DEVELOPMENT
VIRGINIA DEPART4ENT OF TRANSPORTATION
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, 3113 S.F.
PRESENT ZONING : Cl COMMERCIAL
PROPOSED USE : OFFICE
PARKING SCHEDULE : 1 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, JR.
C CERT. NO. 16242 a
SHEET INDEX
ti P;A
d
7
S
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN
SHEET 3 LANDSCAPE PLAN
Dominion
Development
Resources, LLC
SAY ` 2 tr
172 South Pantops Drive
Charlottesville, VA 22gll
454.g7q.8121 (p)
434.g7q.1681 (f)
DDRVA.com
r4
O
0
A—
Ri
SHEET 1 OF 3
1 \
480 - -- _ - -___- __ _- _ - -- _W `MgP 6 1W PA 3=3- - ' - _ - - - - -- , --
r I \ t -__ -- - - -- - --- ------ ___ -_- ____- -- - -__ -- _', - - -`> D ALBEMARLE
1 ______ ="= ___ -' - - _____ -
1 COMMERGf-AL --
J `___ - - -- - - -- \\ + -' - -- \\
AESE`N-T --USE - EGI - - --
N BA - - _ _ _ _ C?adAL _UETERTfO ----------------------
I -------'------- ---------- --:----- - - - - -- _r I 1 ill Z
I! `---- - - - - -- ----- --------- _ - -- ` -- - - - - -- ( 1 1
fill -- - - - - - -- ------- -- ------ - - - - - _ -_- 9 _ -_ \ \ \\ \ \ _- - - _ - __ -- --- 11 1 Y
1 I I / __- _- - - - - -- - - - - - -- _ ``\ ES - ' - I 1 11 1 1 , 1 1 CL ,
r i \\ // -__ _- -_ - - -- - -_ - ;I=C 5 AIE>k ` \ ' TTH SL't7PE3----- f>r =1, CLASS - -- n- ,__- - - - - -- -- - - --j \ 1 1 1 1 11 I Y /
1`SLRfEAE _ -' -I \ 5
1
r
I
I Z \ \ /, /'CHAIN LINK FENCE BARRIER S35 °38' 35 E '+ - - 6.7g' L`tzT`= \ - - - -- a `fl - - -- -__ _ - - - -' / i Il 1'I i '11WI IPIAACffU 0
1 Cu III N hh d i0 \ \ZtIA -- "'\-------- -----/ 1 'Ij\)'FI ;I'(''i Lij
ARr ' 1 ' ' \ \, ` . a'L -4Alrs FENCE - i I I I I II I I I IICG -2,/ ,' RETAINING WAJ.e' - -
I 1
r '1 "W I I I 247.64 ' ... ` _`__ BARRIEP- v ' °38 --- - - - - -- _-
I ' I r l 1 1 ' 61 T, 1835
r
3 + , I 1 I ,
I I _ _ +RrN3:1 : wALC::;'... .... _. _ - _ _ _ - - - _ _ - P I I AP
I
TIMENi \
3 _ _ . ': '„ ' . r• - _ _ _ _ _ 1 361' z \ \
w
I I 1 ,/ / 12 SPACE ,i \ ` .-, .: ':.::.•.. v : - _ 2. QQ' I _- _ I I I 1. I
o
1 .' 10, \ 1 SAES_ "±:: -;. .'` _ 0
i : :_I, f
I' - - 10 SPACE X
4 ' / 1
9
1 7A`A, ¢ 9 JS• .:..`': \ '` ` - \ /` - - -> I: 1 .1: .1•' : F.. ..
I .
1''I 1`.. i' / \\
L.L. 6
I \ / I 1 , • / / 138 / % 'v ' \ '`' • '`\ ::\.: ..... 2, _ - 20, 1 , • `, i. / \
24' TRAVEL AL LE
1 \•;, : _
1 _ t I ..I• ,1 Ln1PA4VNENTMADIAL /' - 0' 10' i I1 \ _ _ DUMP -SIE•R - f'A{} !' rW x C0 rll"STER PAD / /'" - 6.... AGGR. BASE ' w \ :.. \__ /' _ \ 1 WI ,8 CcL 01\ APRON & B a 17 . #•'4 t • t I mPRONG / ' PR TWA _ 1 1/2" SM 9. 5A / p \- :..- \..... • \ p ." 6ASE ' HIG SCBEEN - m 1; a 1 ,.,r I i : L ,, k a w
3 \ \ / /
6 HIG SCR NING FENCE/ /'' --- _-_''' _ , (U , , :,\. \_ " -_/ / PP - _ -____- n I=.:f I I`: L / 1 a / \
5 , R :..' i...,A.• +• . , ' '' \ /
M .
OX`4(jE (' i l: °
J p / J :/„ .\.. v.. ... 'i ti.'' .'.:. '/ 'ti. a• CG -2 / ;' 'b- tiP- F'YC \ -+ r': 1' I \
r' ,:':.7i'• ''').:;. • •:t::.. .. •at 'p'.4: •' SIi' 1 _ , .,.. . I C7 =W / \
o \ / I
H / ' . ' / \ -\ ht ;\': Q ___- -o_ EI'dININGco \ 4. \ WALL M _ r: i t a w / \
I • H wH
7 // n , .,• ::. \ ;, 4
lg•'/ RC \ \IZ \ J6 ` •`:,.:.`. Ax._r7 I : ( :r i H /Cr/Z - W/
3 4' O . atoarn / - 03 / . \ `_ 12' W _ 5 = S 8 - 1 -- _ I X I , ,
118.0' , :.. @ 2 3 - t ; : _ IDE - --
ristw
y , ,i / P,; , `,. __- w __ S Tpq r: : I L. ;l` `I, I / ° 0
Z cc
1 i Cr \
1 Y= h. S : >:V - - - - - DOCK _ L I r j H
h. \
0
I / a ,' ,' /' ' O ;•a, / - _ 9 '\ _ ---- - - - - - 0 . L.
t
r j.4: .. wo Q0I
cn V cv a'°', / oY s. °° _ // W/ 0 ` - -- --" . m / .I .Y' F I W 1
X506 SO FT/ ° °> - _ cG2 _ - _
TWO STORY (BUILDINGfaro ., c; / a /' tp'cn In ISEMENT W . ' cn _ _W 5' I^ /1 ' / ,' 'MAX. Bt G.IHEIGHT 3 \ I a T...: .,:•.:::::'_`` ,'::.; 1 / \
1 : ' / FF t40V • O h \ a - - _ ONE .ST YU-) ,`; ,/ E REOUI D arc o - - - -- W ' LDING
O /.< m ": ' / oBACKFLOW PREVENTION DEVIC cn 3 F- v z; - - -M 8 NTCA49
9SEME
U . / :',` ,/ iiB.O' Ffz', IGHT 3 S/
30' k+, - -, ,' KFLOW p 512.25 i -
z \ r 1 / / fe . ,W - - _ S.B., ,, N _ _ _ , 9EVENTION DEVIL /'F e E
J / 1 , - ",: i ' • < 1 r_ ' 80 p , Ei REQUIR
W - -= - • H. / /,' _ ,.. _ _ TWA RLI_ _EAST: T, - '.' ,. / NTRO(, BOX / 0 ¢ , \
f w 1 ' / I / +•
6X6
LO ]I j SPACE Q 1 / I Cl I
v ,.;. / B,• - - - -' 6xgFire inq'V ve SIp`NAL P
VDDif WIR SIVULGNAL A
41owoff AsIC \ ' CFW SABLEr.
FIBEy'6PTIC CABLE L T
111. INE CAS,\_ i, ate Y YPe q \ / / VAU -
of ST . DI
1
t C3 & l ve \ 69 75 /
i BlOwofff Assertlbl rf w 27 27 "I \ / / /' r
12 Type A _ z (2)6" \ Z/
Gate valve - Valves
1 / o_S .' x;4 Reducer w ,•' ,' r / / / / 1
Metier ' 3N '/'EXIST.SAN. MH° , sizes unknown/ S / EXIST. 'S /70P 507.25 0 Temp of Plan com at ; B" SANINV. 502.12 , T ps cc be madeluntil ° a ( S /EWER ,' .' /'
rn ProwidedctonACSAave \ h en ;nc"i I S r' // /' i
sizi,n for meterSEWER ( \ x 9 . \ \ S
S ;}Ta8ANSI \\ \\\ \\
w \ SFew?' •Pp1,g S / / // // /, //
WATER41 \
W \ & ' "1\TEF)LTNE ` \ \\ ' / / SS ` 1 /
IN / I \ \1 L `\
EXIST. DI I , W \ \ I / / S492.61 / \ IST 10 w A / \ \
W
H -- _ ' SITESAN• M \ _- - _ - - -- - - - - -- - - -- - - - / ENC1 ( . \ w \ / / \ \ _,_ _ - - -- -i / TOP HMAAK5001 + - -+ - - / . ' ,' \ -EXIST - ,--- - - -_ -- --- - - - - -- _-- - - - - -- - , w AIM OF A 1 1V.IN 494.65, \\ - , / ' I /' / _ - - -- ` _ --_ - - - -- - _ - - - -- -- - - - - -- / i / ELEV//' 517, M NH Q 1 I
I K. OUT 492
I _ . _ /,,___'
r I r - \\ - _____ - - -- - - - - -- -- _-- _____ -- _ _ - - - -- _ -- _ -- _ / /' G. S. pqf / 1
N
3 1510
STATE ROUTE 866''
SIGNAL ARAE1
e' Dominion
Developmentc
Q/ J Resources, LLC
o
s
s
SITE PLAN
1 South Pontops Drive
Ghorlottesvi I le, VA 22cf 1
434.ci q.8121 (p)
434.q - 71.1 C 8 I (f)
DDRVA.GOm
STORM DRAINAGE STRUCTURES
NO.TYPE L TOIP INLET WIN Wow
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 OI -3A 500.14 494.10 494.00
5 OI -1 500.00 495.50
6 MH 50A.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 OI -3A 505.02 496.00 495.90
10 DI -3B 4 503.12 497.10 497.00
11 OI -3B 10 504.01 499.51
12 EXIST.DI -3B 507.68 504.72 503.23
13 EXIST.DI -3B 507.90 505.27
3)v 5-3.01
SHEET 2 OF 3
60' R/W M
EXIST, SIG
ALL STORM DRAINAGE MAHOLE STRUCTURES TO UTILIZE INLET SHAPING FIRE FLOWRE HYDRANT "AL POLE
AS PER VDOT STANDARD, IS -1, ROAD & BRIDGE STANDARDS, VOLUME 1. 2226 9pm @ 20 psi residual
MAXIMUM AMOUNT OF PAVED PARKING AND
VEHICULAR CIRCULATION AREA = 26,100 S.F.
25,100 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
I ti
I
k
I
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
BOTANICAL & HEIGHT AT TOTAL HEIGHT TO TAL WIDTH AREA OF
KEY MIN. CALIPER
COMMON NAME PLANTING IN 10 YEARS IN 110 YEARS CANOPY
ACER RUBRUM
RED MAPLE
2 1/2" CAL. 13 33 8.2 "5 53 S.F.
OUERCUS PHELLOS
WILLOW OAK
2 1/2" CAL. 13 33 23. .1 419 S.F.
CERCIS CANADENSIS
EASTERN REDBUD
7 17 12.16 124 S.F.
CORNUS FLORIDIA
i FLOWERING DOGWOOD
7 17 12.16 124 S.F.
ILEX CORNUTA "BURFORDII NANA"
ouAN M
8
7
DWARF BURFORD HOLLY
2 10 8.5; 57 S.F. 21
TAX MAP 6 1W PARCEL 03 -5
COUNTY OF' ALBEMARLE
ZONED : C 1 COMMERCIAL
PRESENT U,SE REGIONAL DETENTION BASIN
TOTAL AREA
OF CANOPY
424 S.F.
2. 933 S.F.
1.488 S.F.
1.596 S.F.
FEBRUARY 7,2007
REVISIONS
JD IELIMINATION OF MH A
Ln
m
w 3
a
cc
Q w
LLJ a
cn
z
0
E_
0
EXIST• SAN.
TOP 50. 94 67INV . INt 492.59INV.OU -
PLAN PREPARED BY
GREENBRIEH
DSCAPE PLAN STATE aoure eye
sa A,W
B. AUBREY HUFFMAN AND ASSOCIATES, LLC.
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
UHIVE
SCALE:20
S
SITE BENCHMARK 0
ELEVA 82AMANHOLE QU. S.6. S. DATUMINV. 510.31
SIGNAL _ARM
EXIST. FIRE HYDRANTFIREFLOW22269P@20psiresidual
SIGNAL POLE
3/28/07
SHEET 3 OF 3