HomeMy WebLinkAboutSDP200200122 Plan - Approved Preliminary Site Plan 2003-06-091-7
SITE DEVELOPM' T
�IVANNA RIDGE SHOPPING CENTER
TM 78 PARCEL
DB 1987 PAGE 1251
R"IVANNAU"'ISTRICT, ALBEMARLE
If XTFy VIRGINIA
S u
LEGAL REFERENCE:
TM 78 PARCEL 73A2
SOURCE OF TITLE FOR PARCEL 73A2: DB 1987-125
OWNER:
PANTOPS GIANT LLC
PO BOX 8147
CHARLOTTESVILLE, VA 22906
DEVELOPER:
GFS REALTY
4733 BETHESDA AVE"
BETHESDA, MD 20814
ZONING:
PD -MC - PLANNED DISTRICT - MIXED COMMUNITY
EC - ENTRANCE CORRIDOR OVERLAY DISTRICT
MAGISTERIAL DISTRICT: RIVANNA
SOURCE OF BOUNDARY SURVEY: DB 1987 - 125
SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAPH USING USGS DATUM
BENCHMARK: USGS MONUMENT ON US ROUTE 250
SETBACKS:
FRONT YARD: BUILDING -30' FROM PUBLIC R/W
PARKING - 10' FROM PUBLIC R/W
SIDE YARD: NONE
REAR YARD: NONE
MAXIMUM BUILDING HEIGHT: 35'
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL_
2" - SM 9.5 SURFACE MATERIAL
SIDEWALKS: 4" - 3000 PSI CONCRETE
DUMPSTER PAD: 6" - 3000 PSI CONCRETE
CURRENT USE: VACANT
PROPOSED USE:
EATING ESTABLISHMENT
PARKING SCHEDULE:
REQUIRED: 13 PER 1000 SF = 4,850/1000*13 = 63
PROVIDED: 85
PROPOSED USE:
FAST FOOD RESTAURANT
PARKING SCHEDULE:
REQUIRED: 13 PER 1000 SF = 2,700/1000*13 = 35
PROVIDED: 35
PROPOSED USE:
FINANCIAL INSTITUTION WITH THREE DRIVE-IN AISLES
PARKING SCHEDULE:
REQUIRED: 1 PER 150 SF PLUS 25 SF/AISLE=150+75=225 SF
2,400/225 = 10.7
PROVIDED: 11
TOTAL SPACES: 131 (INCLUDES 6 HANDICAP SPACES)
LOADING SPACES REQUIRED/PROVIDED: 0
LAND USE
SCHEDULE:
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PRE -DEVELOPMENT
%
POST -DEVELOPMENT
BUILDING:
0 SF
9,950
SF
8.8%
PAVED:
5,153 SF
4.5%
73,886
SF
65.1%
PERVIOUS:
_ 108,277 SF
95.5%
29,594
SF
26.1 7.
TOTAL:
113,430 SF
100%
113,430
SF
100%
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS,
2. 11' IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
3, THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE,
6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL
BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
1. ZMA 98-20 REZONED THIS PARCEL TO PD -MC.
2, MAXIMUM NUMBER OF EMPLOYEES WILL BE 40.
3. SP 02 -070 -BANK DRIVE-THRU HAS BEEN APPROVAL, AND CONDITIONS OF APPROVAL WILL BE NOTED ON
FINAL SITEPLAN"
4. SP 02 -076 -RESTAURANT DRIVE-THRU HAS BEEN APPROVED, AND CONDITIONS OF APPROVAL WILL BE
NOTED ON FINAL SITEPLAN.
5. THE EXISTING SIGN SHALL REMAIN"
6, TRASH REMOVAL: TWO DUMPSTERS WILL BE PROVIDED AT LOCATIONS SHOWN ON PLAN.
7. EXISTING LANDSCAPING CONSISTS PRIMARILY OF GRASS"
8. MAXIMUM AMOUNT OF IMPERVIOUS COVER IS TOTAL OF BUILDINGS & PAVEMENT.
9. THE FIRE FLOW AT THE HYDRANT ALONG ABBEY ROAD IS 2,376 GPM AT 20 PSI ACCORDING TO THE ACSA
RECORDS. A SPRINKLER SYSTEM WILL BE INSTALLED IN THE RESTAURANT.
I VICINI"I�Y 1.....
SCALE: 1" = 1000'
u"ENTERAL
CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE
WORK,
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE, THE CONTRACTOR SHALL 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 IS 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 THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES,
ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES"
T T LJ
T
ENGINEERING'
it 2,, LE+ 't.
1, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO A:NY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(V.D.O.T.), 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, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS ANDI 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE
ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, 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.
7. UNLESS OTHERWfSE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III"
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 19?6).
PEANN'ING DEPARTMENT
ZONING DEPARTMENT
INISPECTIONS DEPARTMENT/FIRE OFFICIAL
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
V RG NIA DEPARTMENT OF TRANSPORTATION
VIRGINIA ►-IEA�_TH DEPARTMENT
BOARD OF ARCHITECTURAL REVIEW
FIRE OFFICIAL
61,
TIMOTHY R. MILLER
CERTIFICATE No.
30542
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Revisions:
N0. DESCRIPTION DATE
1 ISPIN Comments 01.13.03
2 IARB Comments 03-21,03-
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TIMOTHY R. MILLER
CERTIFICATE No.
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Revisions:
N0. DESCRIPTION DATE
1 ISPIN Comments 01.13.03
2 IARB Comments 03-21,03-
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Excel-ine Luminaire Schedule
Project: RIVANNA RIDGE
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
Max/Min
20
B
SINGLE
19100
0.700
SMR253MA
0,00
14
C
SINGLE
19100
0.700
SMR254MA
0.6
3
BS
SINGLE
19100
0.700
SMR253MA - SMRGS
1
BW
SINGLE
19100
0.700
SMR253MA-SMRWMP
ALL FIXTURES ARE
SHOWN MOUNTED AT 18
FEET
ABOVE FINISHED FLOOR
ALL FIXTURES
ARE SHOWN MOUNTED
AT 18
FEET ABOVE FINISHED FLOOR
Excel-ine Numeric Summary
Project: RIVANNA RIDGE
Label
CcIcType
Units
Avg
Max
An
Avg/Min
Max/Min
FC Spill at Street
Illuminance
Fc
0,01
0.5
0.0
0,00
0,00
Parking FC at Grade
Illuminance
Fc
2.61
9,5
0.6
4-35
15.83
ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE
ALL FIXTURE TEMPLATES ARE SHOWN AT 0.5 FOR REFERENCE 01\�LY
CALCULATIONS DO NOT INCLUDE SUPPLEMENTAL LIGHTING FROM [BUILDINGS, STREET OR ADJACENT PROPERTIES
LIGHTING FOR BANK CANOPY AND ATM IS NOT INCLUDED IN THIS; LAYOUT
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Sheet No:
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w/6'x18' aisle
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............. .............
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nI_
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4
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N48:'.28.'] 87.W.: 317, 60'__
.... ....... ....
—J'O' Ingress/Egress
,,,,
Easement DB 1987-114
'A
.......... ..............
Sheet, No:
60
20'
............. .............
C,
.......... ..............
Sheet, No:
60