HomeMy WebLinkAboutSDP199500016 Plan - Other (not approved) Final Site Plan and Comps. 1995-03-06SITE DATA-
LEGAL
ATALEGAL REFERENCE: PART OF TAX MAP 61Z-3-11
SOURCE OF TITLE: D.B. 1018 P. 560
OW 1ER:
FOOD LION
P.O. BOX 1,300
SALISBURY, NC 28145
CONTRACT PURCHASER/DEVELOPER:
APPLE SOUTH, INC.
T WASHINGTON
HANCOCK A
MADISON, GA 30650
CH RLOTTESVILLE MAGISTERIAL DISTRICT
SOURCErOF TOPO AND BOUNDARY SURVEY:
R0iJ,ABUSH, GALE & ASSOC., INC.
ZONING: PUD
THIS SITE LIES WITHIN THE ENTRANCE CORRIDOR
OVERLAY DISTRICT REQUIRING A CERTIFICATE OF
APPROPRIATENESS FOR SITE PLAN AND SIGN
SETBACKS: BUILDING PARKING
FRONT 30' (ALONG R/W'S) 10' (ALONG R/W'S)
SIDE 30' (ALONG R/W'S) 10' (ALONG R/W'S)
REAR EAR 01 01
i
PARKING SCHEDULE:
4 85 GROSS SO. FT. @ 13 SPACES/1000 SO. FT.
65 SPACES REQUIRED
89 SPACES PROVIDED
PROPOSED USE: RESTAURANT
L!NO USE SCHEDULE:
BEFORE % AFTER
BUILDING 0 0% 4,985 S.F.
OPEN AREA 70,088 100% 30,724 S.F.
PtAVED AREA 0 0% 34,379 S.F.
TOTAL 70,086 100% 70,088 S.F.
7%
44%
49%
100%
- AVEMENT SPECS: 6" OF #21a BASE STONE
2" OF S-5
CG -6 THROUGHOUT EXCEPT AS SHOWN
SITE IS NOT LOCATED IN A RESERVOIR WATERSHED
-ALL LIGHTING TO BE DIRECTED SO AS NOT TO SHINE
ON ADJOINING PROPERTIES AND LIGHTING SPILLOVER
ONTO PUBLIC ROADS IS NOT TO EXCEED ONE-HALF
4112) FOOT CANDLE
-$TORMWATER DETENTION IS ACCOMPLISHED WITH
'j
EXISTING BASIN @ SOUTH SIDE OF TOTAL DEVELOPMENT
--SIGN LOCATION TO BE DETERMINED AT TIME OF PERMIT APPLICATION
SIGN IS TO BE PROVIDED WITH ELECTRICAL CONDUIT FROM 13UILDING
-'BACKFLOW PREVENTER ON FIRE LINE TO BE LOCATED INSIDE BUILDING IN MECHANICAL ROOM
-THIS SITE IS LOCATED IN THE ENTRANCE CORRIDOR OVERLAY DISTRICT
-THIS PROPERTY SUBJECT TO ZMA-88-07 BRANCHLANDS
ARE TO BE PROTECTED WITH THE BUILDINGS FIRE SUPPRESSION SYSTEM
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REVISIONS
4Z,6. Co.
'_9Z561:9.
2121195 4Z,6. Co. Corel
2/2895
31ZI
DATE
OCT. 28, 1994
SCALE
;DO
CONTOUR INTERVAL
i FEET
SHEET
2/3
FILE NUMBER
7672
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FILE NUMBER
7672
SITE DATA
'LEGAL REFERENCE: PART OF TAX MAP 61Z-3-11
SO RCE OF TITLE; D B. 1018 P. 560
O�iwP
FOOD LION
P 0 BOX 1300
SALISBURY, NC 28145
CONTRACT PURCHASER/DEVELOPER
APPLE SOUTH, INC
HANCOCI<. AT 'rIASHINGTON
MADISON, GA 30650
CH'ARLOrTESVILLE MAGISTERIAL DISTRIC'
SO RCE OF rOPO AND BOUNDARY SURVE'f
RO,IJDABUSH, GALE S ASSOC INC
ZONING PUD
THIS SITE LIES WITHIN THE ENTRANCE. CORRIDOR
OVERLAY DISTRT_CT REQUIRING A CERTIFICATE OF
APPROPRIATENESS FOR SITE PLAN AND SIGN
SETBACKS: BUILDING PARKING
F F ON 30 (ALONG R/AV S) 10 (ALONG RPA S)
SIDE 30 (ALONG Mel S) 10 'ALONG R/Irl S)
REAR 0 0
Pt RKING SCHEDULE:
4 85 GROSS SO FT @ 13 SPACFS;' 1001 'SO FT =
65 SPACES REQUIRED
89 SPACES PROVIDED
PROPOSED USE RESTAURANT
LAND USE SCHEDULE
BEFORE % AFTER '
BUILDING I 0 0% 4,985 S F 7%
OEN AREA 70,088 100% 30,724 S F 44010
P VED AREA 0 0% 34,379 S F 49%
Tf CAL 70,088 100% 70,088 S F 1170%
NOTES
-(-CAVEMEN' SPECS 6" OF 4(11,3 8A`,( "IONF
9F
E)(CEPT AS SHOWN
-(Hl5 E. I ' LURAlED' IN A RE,)C iV,Ji1' WAIERSHEU
^LL i�II3I.1(ING TO BE DIRECTED S0 A_; "10i Ti; SHINE
�IN ADJOINING PROPERTIES AND iIuHi;N� SPILLOVr_
1NT0 PUBL 'C ROADS IS NOr ?i? FxCFF ? `)NE HALF
1,12i F00" ANDi
?ORMWAIEF r1ITH
FXISfINI" BA's ^, C' O�'H SI(E ji ' Ai_ DEVELOPNiEN'
_Ii N _OCATION TO BE DETERMINED A IME OF PERM;' APP( i' A `:`)iI
SIGN IS TO BE PROVIDED WITH ELECTRICAL CONDUIT FROM BUILDING
�QACI''.ELOW PREVENTER ON EIRE LINE TO BE LOCATED INSIDE BUILDING IN MECHANICAL ROOM
-THIS SITE IS LOCATED IN THE ENTRANCE CORRIDOR OVERLAY DISTRICT
4HIS PROPERTY SUBJECT TO ZMA-8$-07 BRANCHLANDS
-'DUMPSTERS ARE TO BE PROTECTED WITH THE BUILDINGS EIRE SUPPRESSION SYSTEM
SOILS ON THIS SITE ORIGINALLY WERE (95) WEHADKEE SILT" LOAM AND (34C) GLENELG LOAM
THESE HAVE BEEN PREVIOUSLY DISTURBED BY GRADING.
BLOCK GRAVEL
SEDIMENT FILTER
WIRE SCREEN CONCRETE BLOCK
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WITH GRATE
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APPLICATION
THIS kIETHOD OF •• i
�•• • APPLICABLE
FLOWSHEAVY OVERFLOW
CAPACITY• PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
GRAVEL SHALL BE ..COARSE
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WATER WITH FILTERED WATER
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SEDIMENIT
SEDIMENT -� 111 - - q`\ ' • i[
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2" X 4" WOOD STUD ll- CURB INLET
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CIURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURI
' GRAVEL SHALL BE VDOT #3, ,#357 OR #5 COARSE AGGREGATI
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f TRANSFORMER
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t
I t GENERAL EROSION ANID SEDIMENT CONTROL NOTES
z I t ES -l: Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices wiill be constructed and maintained according
I' t to minimum standards and specifications of the Virginia Erosion and
Sediment Control Handboolk and Virginia Regulations VR 625-02-00
l 1 Erosion and Sediment Contrrol Regulations.
1 ) ES -2: The plan approving authorityy must be notifi€Rl one week prior to the pre -
construction conference, ones week prior to the commencement of land
disturbing activity, and one week prior to thF: final inspection.
t ES -3: All erosion and sediment comtrol measures arF.;o be placed prior to or as
1 ) the first step in clearing.
( t ES -4: A copy of the approved eirosion and sedimea1g, control plan shall be
maintained on the site at all[ times.
ES -5: Prior to commencing land[ disturbing a tr t[ies ul, areas other than
indicated on these plans (inccluding, but,not I;'ited.to', off-site borrow or
waste areas), the contractor shall submit a,su, �)Ieme,Ita�y erosion control
I plan to the owner for review nand approval, by t i3 plan appYoving',authority.
ES -6: The contractor is responsiblle for installatiot of.any additional erosion
control measures necessary( to prevent er.Is'oln andSedimentation as
determined by the plan apprroving authority.` 11
ES -7: All disturbed Meas are to drain to approved rudiment control measures at
all times during land disturbiing activities and (luring site development until
final stabilization is achievetd.
(F ES -8: During dewatering operations, water will b,-,, pumped into an approved
filtering device.
ES -9: The contractor shall inspect all erosion •;ontrol Teasufes periodically and
l after each runoff -producing rainfall evrent. Apy necessary' repairs or
cleanup to maintain the efferctiveness of the erosion control devices shall
i be made immediately.
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Marilynn R. Gale 9
Cert. No.
1 1727
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FILE NUMBER
7672