HomeMy WebLinkAboutSDP200200032 Plan - Approved Minor Amendment 2002-05-06MINOR 51 TE P� AlV 4MENDMEN T (SEB 9 ' 02,
GIANT STORE AT PTOPS
C7HrA-7RLOTTESVILLER VIRGINIA
THIS TITLE SHEET INCLUDES A MINOR SI�rE PLAN AMENDMENT TO THE
"KROGER STORE AT PANTOPS" APPROVED PIAN AS FOLLOWS: (FEB. OZ )
THE TOTAL NO, OF PARKING SPACES PROVIDED WAS REVISED
ADDED SHEET 3A TO THE INDEX OF SHEETS
ALL OF THE PROPOSED CHANGES
ADATED
/02 WILL ONLY AFf'_`_CT THE SHEET NUMBERS
SHOWNLISTED IN THE INDEX OF REVISED SHEETS •
INDEX OF REVISED SHEETS (M -SP, AMENDMENT - 2-'02)
1 0
\GIANT titlemspamend2-02.dgn 05/14
1. TITLE SHEET
2-3,GIANT
STORE
Ai N3A, STRIPING & SIGNING PLAN
•.
-9A. WATER AND SEWER PLANS
11-12. WATER AND SEWER PROFILEI
OWNER/DEVELOPER
GIANT LUO
PoO* BOX 8147
CHARLOTTESVILLE, VA 22906
(804) 979-8181, FAX (804) 296-3511.
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SOUTH PANTOPS DRIVE
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RTE® 250 ?EAST RICRAOND RD.
IVORTH P, NTOPS DRIVE Y'
SCALE. 1 " = 500'
BUILDING PERMIT APPLICATIOA' MUST BE ACCOMPANIED BY THE
APPROPRIATE AUTHORIZATION OF THE ROOFTOP STYLE,
TREATMENT AND COLOR SCHEME AS REQUIRED UNDER
"'REQUIREMENTS FOR APPLICATION PLAN APPROVAL1.1 NUMBER 3.
IRSPECTIORS DEPARMIERT FIRE
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ALBEMARLE COUNTY SERVICE AUTHORITY
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PLANNING DEPARTMENT
WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL
OF THIS PLAN BY THE COUNTY OF ALBEMARLE
VIRGINIANECESSARILY INDICATE •O.
(VOOT)APPROVAL OF THE PLAN. i•. --.i OF THE PLAN -
r
THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY
RESPONSIBILITY IN OBTAINING FINAL VOOT APPROVAL -
1. THE ISSUANCE
BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY.
OWNER : PANTOPS GIANT LLC
DEVELOPER : PANTOPS GIANT LLC
PLAN PREPARED BY: WILBUR SMITH ASSOCIATES
TAX MAP & PARCEL : TAX MAP 78. PORTIONS OF PARCELS 73A® 76
ZONING : PLANNED DEVELOPMENT MIXED COMMERCIAL, ENTRANCE CORRIDOR (ZMA 98-20)
MAGESTERIAL DISTRICT: RIVANNA
GENERAL CONSTRUCTION NOTES GENERAL WATER & SEWER CONDITIONS
PROJECT LOCATED IN : ALBEMARLE COUNTY' VIRGINIA
PROPOSED USAGE GROCERY STORE AND RETAIL SHOPS
TOTAL SITE AREA : 10.78 ACRES. 469ti670 SQ. FT 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY. 1, WORK SHALL BE SUBJECT i0 INSPECTION BY ALBEMARLE COUNTY SERVICE
TOTAL BUILDING COVERAGE 86.990 SQ. FT. INCLUDING CONNECTION TO ANY EXISTING ROAD. A PERMIT SHALL BE OBTAINED FROM AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
SIDEWALK COVERAGE : 229,905 SQ. FT. THE VIRGINIA DEPARTMENT OF TRANSPORATION tVDOT)® THIS PLAN AS DRAWN MAY NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
TOTAL OPEN SPACE : 78*688 SQ. FT. NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
PAVED PARKING AND VEHICULAR CIIRCULATION: 2819087 SQ® FT. DISCREPANCIES OCCUR THE REQUIREMENTS OF `HE PERMIT SHALL GOVERN.
2, THE LOCATION OF EXISTING Ui'lfLITIES ACROSS THE LINE OF THE
TOTAL EMPLOYEES : 150 PEOPLE 2. ALL PAVING AND DRAINAGE RELATED MATERIAL.4> AND CONSTRUCTION METHODS PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
MAXIMUM BUILDING HEIGHT 26 FEET SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V•D.O.T. -;�, �.
PARKING SCHEDULE : UNLESS OTHERWISE NOTED. SHOWN, ARE ONLY APPROXIM ��L,,,_`-CORRECT. THE CONTRACTOR SHALL ON HIS
GROSS FLOOR AREA : 869990 SQ. FT. 3 ® EROS I ONi AND SILTATION CONTROL MEASURES SI;,ALL BE PROVIDED I N OWN INITIATIVE LOCATE ALL U� 1a.;ERGROUND LINES AND STRUCTURES AS
PARKING RE®. : 5.5 SPACES. PER 1.000 SQ. :��"�. NECESSARY.
ACCORDANCE WITH THE APPROVED EROSION COta'TROL PLAN AND SHALL BE
(PLANNED DEVELOPMENT -SHOPPING CENTER) INSTALLED PRIOR TO ANY CLEARING, GRADIN OR OTHER CONSTRUCTION.
TOTAL PARKING REQ' D.: 478 SPACESTR ..-_
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED. SEEDED AND 3. ALL MATERIALS AND CONS�����. ,sI-ON SHALL COMPLY WITH GENERAL WATER AND
MULCHED. MAXIMUM ALLOWABLE FILL OR CUTSLOPE IS 2:
PARKING PROVIDED : 556 SPACES 1 WHERE REASONABLY SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
LOADING SPACES RE O' D : 1 PER 8 ® 000. SQ® FT. RETAIL AREA OBTAINABLE LESSER SLOPES OF 4:1 OR BETT(w,R ARE TO BE ACHIEVED. COUNTY SERVICE AUTHORITY JANUARY 15, 1998.
RETAIL SHOPS FLOOR AREA : 31080 SQ® FT® - 4 SPACES REQ' D
LOADING SPACES (12'X25') PROVIDED : 4 SPACES 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
BOUNDARY SURVEY : B. AUBREY HUFFMAN AND ASSOCIATES DIRECTOR OF ENGINEERING. OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
TOPOGRAPHIC SURVEY: WILLIAM BELL. LOUISA, VA. ORDER TO STABILIZE A DRAINAGE CHANNEL.
SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES ® LATEST EDITION. 5, THE CONTRACTOR SHALL BE ��E.SPONSIBLE FOR NOTIFYING 'MISS UTILITY '
SITE IS NOT LOCATED WITHIN 100 YEAR FLOODPLAIN LIMITS. 7• UNLESS OTHERWISE NOTED ALL CONCRETE PIPE'' SHALL BE REINFORCED ti 800 552 7001).
PLAN DATE : AUGUST 01, 2001 CONCRETE PIPE CLASS III®
PLAN SCALE : 1" = 30, 8. ALL EXCAVATION FOR UNDERGROUND PIPE INS,rALLATION SHALL COMPLY WITH OSHA 6® ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
CONTOUR INTERVAL: 2' STANDARDS FOR THE CONSTRUCTION INDUSTRY( 29 CFR PART 1926 ). COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
ALL ROADS TO BE PRIVATE 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
SIGNAL AT ROLKIN RD. AND ROUTE 250 TO BE CONSTRUCTED CONDITIONS. FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL AND WATER LINES, ETC®
AS PART OF DEPARTMENT OF MOTOR VEHICLES SITE. INCONSISTANCIES TO THE ENGINEER,, SURVEYOR. ARCHITECT AND OWNER® SHOULD
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
SHOULD QUEUING INTERFERE WITH THE OPERATION OF THE RESPONSIBILITY FOR ANY ERRORS AND I NCONS I STANC I ES.
ROLKIN RD. /RTE. 250 INTERSECTION AS A RESULT OF THE ROADSIDE DITCHES®
4 -WAY STOP AT THE ROLKIN ROAD✓ "ACCESS ROAD" INTERSECTION, 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS
ROLKIN ROAD SHALL BECOME FREE FLOWING AND/OR ANALYZED FOR A AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED 8, VALVES ON DEADEND LINES '!-!AL! BE RODDED TO PROVIDE ADEQUATE
SIGNAL AT THAT 4 -WAY INTERSECTION. ONE-HALF t 1/2 ) FOOT CANDLE. --k,.
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. O �m ���w
BMP REQUIREMENTS WILL BE MET THROUGH PREVIOUSLY APPROVED 11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
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FACILITY AS PART OF DEPARTMENT OF MOTOR VEHICLES SITE. 12. I N L I EUI OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENE 41
A BACKFLOW DEVICE WILL HE REQUIRED FOR ALL METERS �
ROOFTOP MECHANICAL EQUIPMENT WILL NOT BE VISIBLE FROM THE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1. 9, os?
ENTRANCE CORRIDOR. 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE
THIS SITE IS SUBJECT TO THE PROFFERS AND APPLICATION PLAN OF ZMA 98-20. IN EFFEiCT AT THE TIME OF CONSTRUCTION.
14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3.000 OR MORE INITIAL f�OW
ANY FUTURE PLANS TO EXTEND PUBLIC TRANSPORTATION ACCESS TO THIS SITE WILL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL
BE INCORPORATED ON THE SITE PLAN FOR REVIEW AND COMMENT BY DEPARTMENT OF
PLANNING AND COMMUNITY DEVELOPMENT STAFF. CUTOFF OPTICS.
SHEETNO.
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SCHEDULE OF LANDSCAPE MATERIALS AIND CANOPY COMPUTATIONS
SYMBOL
TREE
BOTANICAL & COMMON NAME
CALIPER
HEIGHT
TOTAL HEIGHT
TOTAL WIDTH
CANOPY
OUANTITY
TOTAL CANOPY
l2' -l4'
KEY
" VARIETY "
AT PLANTING
AT PLANTING
10 yEAR,S
10 YEARS
IO YEARS
PLANTED
l0 YEARS
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T- I
MALUS CRAB APPS
2%2"
12'-14'
26S
17S
240
25
6,000 SQ FT.
r
40')
T- 2
QUERCUS RUBRA
/j2"
II'
31°
i 7
337
£
I
T- 4
RED (SWAMP) MAPLE 2%2"
RED OAK
3l'
20'
314
207
5,338 SQ. FT,
5
1,675 SQ. FT,
T- 2A
OUERCUS PALUSTRIS
PIN OAK
f2•
6'
25'
25'
491
6
2,946 SQ. FT,
f
216
PRUNUS X YEDOENSIS
5,/84 SQ. FT.
PYRUS CALLERYAMA
VD
T- 3
CHERRY - YOSHINA
2%2'
!2'-14'
26S
17.5'
240
33
7,920 SQ. FT,
i
PLATANUS X ACERIF(OLIA
1
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T- 4
ACER RUBRUM
RED MAPLE
2Y2'
12'44'
3I'
20'
314
/7
5,338 SQ. FT.
CLEVELAND SELECT
TOTALS -INTERIOR LANDSCAPING CANOPY 25,318 SQ. FT.
N
T- 5
PEAR TREE
212'
12'-14'
2/'
16.61'
216
24
5,184 SO, FT.
PYRUS CALLERYANA
LONDON PLANE TREE
T- 6
PLATANUS X ACER/FOLIA
2Y2'
12'-14'
3Y
23°
452
3
1,356 SQ. FT,
a
T- 8
DOGWOOD
212" (MIN.)
7° (MIN.)
19'
14'
154
47
7,285 SQ. FT.
T- 9
GOLDEN RAIN TREE
2%2'
7°
27'
27'
573
47
26,884 SO. FT.
T- IO
FRAX/NUS AMERICANA
Ii2
/2'
27'
22.95'
414
I
413 SO. FT.
AMERICAN BEECH
{
T- IOA
QUERCUS
UWHITEOAK ALBA
l"
6'
16'
8'
50
8
400 SQ. FT
T_ H
JUNIPEROUS VIRGINIANA
EASTERN RED CEDAR
6' - 8'
20'
/0' j
79
8
632 SO. FT,
T- IIA
JUNIPEROUS VIRGIN/ANA
3' - 4'
l0'
_ I
S'
20
!I
220 SQ. FT.
EASTERN RED CEDAR
T-12
LIRIODENDRON TULIPIFERA
TULIP POPLAR
112"
13'
38'
28.5'
638
/0
6,380 SO. FT.
T- 12A
LIRIODENDRON TULIPIFERA
I2'
6'
30'
/5'
ITT
l0
1770 SO. FT.
TULIP POPLAR
T_ l3
PINUS STROBUS
6° - 8'
36'
18'
254
39
9,924 SQ, FT,
WHITE PINE
T I3A
PINUS STROBUS
3' - 4'
24'
IO'
79
9
7/l SQ. FT.
WHITE PINE
T 14
NYSSA SYLVATICA
BLACK GUM
1 f2•
If'
23'
15.3'
184
IO
1840 SQ. FT.
T- 14A
NYSSA SYLVATICA
Its
6'
18'
12'
1l3
4
452 SQ. FT.
BLACK GUM
ZELKOVA SERRATA
T®15
JAPANESE ZELKOVA
15"
4
-VILLAGE GREEN -
TOTALS - TREE CANOPY 87,330 SQ. FT
...\kroger_30siteI,dgn 05/14/2002 01:14:26 NV1050IMP. PLT
INTERIOR LANDSCAPING CALCULATIONS
TREE
,ANICAL & COMMON NAME CALIPER
-07
VARIETY ' AT PLANTING
HEIGHT
AT PLANTING
TOTAL HEIGHT
l0 YEARS
TOTAL WIDTH
l0 YEARS
CANOPY
10 YEARS
QUANTITY
PLANTED
TOTAL CANOPY
10 YEARS
T- I
MALUS (SPP) 42"
l2' -l4'
26.5'
17.5'
240
23
5„520 SO. FT,
`2q 35
CRAB APPLE
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T- 3
PRUNUS X YEDOENSIS 2%2'
12'-14'
26,5'
17S
240
33
7,920 SO. FT.
CHERRY - YOSHINA
Z
i 7
i
£
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T- 4
RED (SWAMP) MAPLE 2%2"
1Z -14s
3l'
20'
314
it
5,338 SQ. FT,
7$ t 1
ACER RUBRUM
+
1 I
0
� I
T- 5
CLEVELAND SELECT 212"
PEAR TREE
IZ-14'
2r
16,611'
216
24
5,/84 SQ. FT.
PYRUS CALLERYAMA
VD
T- 6
LONDON PLANE TREE 2211
12•-14'
3P
23'
452
3
1,356 SO. FT.
i
PLATANUS X ACERIF(OLIA
1
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N
1r-
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TOTALS -INTERIOR LANDSCAPING CANOPY 25,318 SQ. FT.
SHRUB�'t
KEY
SHRUBS
_ N }
HLATHT TOTAL HIt�HT
ATP /NG /0 YEARS''
TOTAL WIDTH
l0 YEARS
CANOPY QUANTITY °,
/0 YEARS P�AN7`ED
TOTAL SITE CANOPY
/0 YEARS
EXCESS CANOPY COVERAGE
_ ILEX CRENATA COMPACTA°
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COMPACT `401 LY ; : ` _
3' ' z., 4`
5'
`2q 35
700
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TOTA,S - SHRUB C�NOPY 700 S0. FT.
MATCH LINE - SEE SHEET N0.3
CANOPY COVERAGE AND CALCULATIONS
SITE AREA
10% CANOPY COVERAGE
CANOPY PROVIDED
TREES
86,850 SO. FT ,
SHRUBS
700 SQ. FT
TOTAL
87,550 SQ FT.
EXCESS CANOPY COVERAGE
a
40,583 SQ.}`FT. 867.
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INTERIOR LANDSCAPING CALCULAT' ONS -
SITE AREA - 469,670 SO. FT.
BUILDING AREA 809,0 SO. FT.
4ALKWAYS 18,802 SO. FT
ISLANDS/ GRASSY AREAS 77,294 SQ. FT.
NET PAVED AREA 11VEHICULAR ACCESS ?86,584 -SO F t.' 6l/. OF SITE
_
REQUIRED tmTEI IDR LANDSCAPING 14,330 SQ. FT.
PROVIDED INTERIOR LANDSCAPING 25,318 SO. FT,
V
(EXCESS) " y 10,988 SQ. FT.
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GENERAL WATER & SEWER CONDITIONS
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 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
SCALE: /=JO'
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 i�.ND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS P4CLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATER LINESt ETC.
. . . .... .
7.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DI711."HES.
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQ,U,A,.T,.E .
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION.,.,OF- tHt'' LINE.
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NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2.
THE LOCATION OF EXISTING UTILITIES ACROSS 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
SCALE: /=JO'
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 i�.ND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS P4CLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATER LINESt ETC.
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ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DI711."HES.
8.
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