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1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONS113LE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE �, � prg
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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., a' w
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. W M
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CQPARCEL
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 78 73A2
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,
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1Q8,`7 PAGE � 25 ETC.
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7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. o
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TIMOTHY R. MILLER
CERTIFICATE No.
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30542��� NOTES hLBEMARLEENG�NEERERAL NOTES SS/ONAL EN
LEGAL. REFERENCE: 1. THE EXISTING SIGN SHALL REMAIN. 1. PRIOR TO COMMENCEMENT OF 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 TRANSPORTATION
TM 78 PARCEL 73A2 (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. Revisions:
2. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE NO. DESCRIPTION DATE
SOURCE OF TITLE FOR PARCEL 73A2: ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.D.T., UNLESS OTHERWISE NOTED.
DB 1987-125
3, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL 8E INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
OWNER: 4. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 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
PANTOPS GIANT LLC ACHIEVED.
PO BOX 8147 5. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
CHARLOTTESVILLE, VA 22906 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 m
6. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN A DRAINAGE CHANNEL.
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. a
DEVELOPER: U. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
GFS REALTY 7. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE o
4733 BETHESDA AVE. A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS. THE EXISTING LIGHTING 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
BETHESDA, MD 20814 FOR LOT B WILL REMAIN. A LIGHTING PLAN FOR LOT A WILL BE SUBMITTED WITH THE FINAL SITEPLAN. E z
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR "ART 1926). z
8. TRASH REMOVAL: TWO DUMPSTERS WILL BE PROVIDED AT LOCATION SHOWN ON PLAN.
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ZONING: [�
PD-MC - PLANNED DISTRICT - MIXED COMMUNITY 9. EXISTING LANDSCAPING CONSISTS PRIMARILY OF GRASS.
EC - ENTRANCE CORRIDOR OVERLAY DISTRICT 10. A SPECIAL USE PERMIT FOR DRIVE-THRU HAS BEEN SUBMITTED FOR APPROVAL.
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MAGISTERIAL DISTRICT: 11. MAXIMUM AMOUNT OF IMPERVIOUS COVER IS TOTAL OF BUILDINGS & PAVEMENT.
RIVANNA
SOURCE OF BOUNDARY SURVEY:
a
DB 1987 - 125
D
SOURCE OF TOPOGRAPHY:
o � � NDE Y
AERIAL PHOTOGRAPH USING USGS DATUM
BENCHMARK:
1 of 4 COVER SHEET
USGS MONUMENT ON US ROUTE 250
2 of 4 SITE PLAN
3 of 4 LANDSCAPE/UTILITY PLAN
SETBACKS:
4 of 4 LIGHTING PLAN
FRONT YARD: BUILDING -30' FROM PUBLIC R/W
PARKING - 10' FROM PUBLIC R/W
SIDE YARD: NONE
REAR YARD: NONE
__'
MAXIMUM BUILDING HEIGHT: 35'
L E END
PAVING SPECIFICATIONS:
®
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL
Benchmark 500 Existing Elevation/Contour
2" - SM 9.5 SURFACE MATERIAL
--W/E-- Existing Waterline [500] Proposed Elevation/Contour
SIDEWALKS: 4" - 3000 PSI CONCRETE
--0/E-- Overhead Electric Slopes Greater Than 25%
DUMPSTER PAD: 6" - 3000 PSI CONCRETE
Power Pole
CURRENT USE:
le
Exist Light Pole • ° Concrete Sidewalk
9 0
VACANT
.-M Prop. Light Pole
MH Manhole
PROPOSED USE:
EATING ESTABLISHMENT
Limits of Demolition
PARKING SCHEDULE:
REQUIRED: 13 PER 1000 SE = 4,850/1000*13 = 63
PROVIDED: 77
PROPOSED USE:
J
FAST FOOD RESTAURANTSITE
PARKING SCHEDULE:
REQUIRED: 13 PER 1000 SE = 2,700/1000*13 = 35
PROVIDED: 36 z
PROPOSED USE:
FINANCIAL INSTITUTION
PARKING SCHEDULE:
F
REQUIRED: 1 PER 125 SF = 2,400 / 125 = 19
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PROVIDED: 20
LOADING SPACES REQUIRED/PROVIDED: 2/2
LAND USE SCHEDULE:
PRE -DEVELOPMENT % POST -DEVELOPMENT
0N�TY ��
BUILDING: 0 SF 9,950 SF 8.8%
PAVED: 5,153 SF 4.5% 73,886 SE 65.1%
SCALE: 1" = 1000'
OPEN: 108 277 SF 95.5% 29,594 SF 26.1%
7 5� 11�
APDI�
PLANK NC DEPARTMENT
ZONING DEPARTMENT
INSPECTIONS DEPARTMENT/FIRE OFFICIAL
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
BOARD OF ARCHITECTURAL REVIEW
FIRE DEPARTMENT
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TOTAL: 113,430 SF 100`I 113,430 SF 100% 6 U
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�141 10' x 15%' Cana. Dumpsiter Pod
Conc. Dumpster Pod
W/Wood Fence Encl.
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Ec 'isement
15' City Of Charl DB 1987-114
X S, Gas Line Ease
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Parcel 73A2
Oops Giant, LLC
2.604 Acres
D-B 1987-125
Zoned: Pd
Use: Vacant
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I NO. I DESCRIPTION I DATE
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LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 1,200 LE/50 LF = 24 TREES
PROVIDED: 26 TREES
INTERIOR TREES:
CANOPY REQUIRED: 0.05*114,998 SF=5750 SF
QUANTITY REQUIRED: 1 TREE PER 10 PARKING SPACES
151 /10 = 15.1 TREES
CANOPY PROVIDED: 5,885 SF
QUANTITY PROVIDED: 23 TREES
TOTAL CANOPY:
REQUIRED: 0.10*114,998 SF = 11,499 SF
PROVIDED: 13,075 SF
LANDSCAPE SCHEDULE
TREE
BOTANICAL &
MINIMUM
HEIGHT
QUANTITY
CANOPY
TOTAL
KEY
COMMON NAME
CALIPER
PLANTING
PLANTED
10 YEARS
CANOOPY
Crataegus Phaenopyrum
T-1
2 1/2"
—
7
201 sf
1,407 sf
Washington Hawthorne
Sassafras Albidum
T-2
3 1 /2"
—
18
194 sf
2,492 sf
Sassafras
......
........ --
Acer Rubrum
T-3
2 1/2"
—
11
314 sf
3,454 sf
RedMap
_ - -..............-.....................................I.........................
Zelcova Serrata
_...................
...............
.........................
T-4
2 1/2"
—
21
490 sf
10,290 sf
........
Village Green Zelcova
......... .........
.........
.........
Spirea Bumalda
S-1
—
18"
140
—
—
Cold Flame Spirea
.........
Cotoneaster Adpressus
.........
..............._.
S-2
—
12"
195
—
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Creeping Cotoneaster
Total Canopy
17,643 sf
20 0 20 40 60
SCALE:1 = 20'
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ExceLine Luminaire Schedule
Project: RIVANNA RIDGE
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
20
B
SINGLE
19100
0.700
SMR25JMA
13
C
SINGLE
19100
0.700
SMR254MA
ALL FIXTURES ARE SHOWN MOUNTED AT 18 FEET ABOVE FINISHED FLOOR
ExceLine
Numeric Summary
Project:
RIVANNA RIDGE
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
Parking
Lot FC at Grade
Illuminance
Ec
2,36
9.8
0.5
4.72
19,60
EC Spill
at Street
Illuminance
Fc
0.02
0.9
0.0
0,00
0.00
ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE
ALL FIXTURE TEMPLATES ARE SHOWN AT 0,5 FOR REFERENCE ONLY
CALCULATIONS DO NOT INCLUDE SUPPLEMENTAL LIGHTING FROM BUILDINGS, STREET OR ADJACENT PROPERTIES
LIGHTING FOR BANK CANOPY AND ATM IS NOT INCLUDED IN THIS LAYOUT
20 0 20 40 60
SCALE:1 = 20'
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MILLER
CERTIFICATE No.
30542
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Revisions:
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Sheet No,
S4 of 4