HomeMy WebLinkAboutSDP200900058 Plan - Approved 2009-09-22SITE DATA
LEGAL REFERENCE
TM 79 PARCEL 7
MAGISTERIAL DISTRICT
SCOTTSVILLE MAGISTERIAL DISTRICT
SOURCE OF TITLE
DB 3430 p.26
DB 3154 p.252
DB 3154 p.248 (DEED OF BOUNDARY AGREEMENT)
OWNER
RIVANNA LLC
C/O CHARLES S. LUCK III
127 KENNONDALE LN
RICHMOND, VA 23226
DEVELOPER
SAME AS OWNER
CONTACT PURCHASER
SAME AS OWNER
PLAN PREPARER
ROUDABUSH, GALE AND ASSOC., INC.
CONTACT PERSON: MATT WENTLAND, PE
ke=4,
ZONED: RA
WAIVERS: NONE
OVERLAY: ENTRANCE CORRIDOR
NATURAL RESOURCE EXTRACTION
BUILDING HEIGHT
LESS THAN 35'
SETBACKS
FRONT 75'
REAR 35'
SIDE 25'
EXTRACTION OR STRUCTURES:
100' FROM R/W OR RESIDENTIAL DISTRICT
200' FROM DWELLINGS OR LOTS LESS
THAN ONE ACRE
DATUM
U.S.G.S.
SOURCE OF TOPO AND BOUNDARY SURVEY
ROUDABUSH, GALE AND ASSOCIATES, INC.
BLUR RIDGE ENGINEERING, INC.
SITE BENCHMARK
USGS DISK
ELEV. 376.41
ON EAST ABUTMENT OF RR BRIDGE OVER RT. 250
LUCK STONE CORPORATION
PROPOSED ENTRANCE & OFFICE BUILDING
PRELIMINARY SITE PLAN
PROPOSED USE SCHEDULE
PROPOSED BUILDING 1,536sf 0.04 Ac.
PROPOSED PAVED TRAVELWAYS 62,600sf 1.44 Ac.
PARING SCHEDULE
PARKING REQUIRED
1 SPACE/200sf OF NET FLOOR AREA
NET FLOOR AREA = 80% OF GROSS
FLOOR AREA = 24 X 64 0.8 = 1230sf
6.1 SPACES
PARKING PROVIDED
7 SPACES PROVIDED INCLUDING
1 HANDICAPPED SPACE
PROJECT DESCRIPTION
LUCK STONE IS PROPOSING A NEW ENTRANCE
LOCATED AT THE INTERSECTION OF RT. 250 AND
RT. 22. ALSO PROPOSED, INTERIOR TO THE SITE,
IS AN OFFICE BUILDING/WEIGH STATION WITH
PARKING.
PLAN SCALE AND DIMENSIONS
DO NOT SCALE THESE DRAWINGS. USE THE DIMENSIONS AS
SHOWN INSTEAD OF SCALING THE DRAWING. BRING ANY
DISCREPANCIES TO THE ATTENTION OF THE SITE ENGINEER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD
VERIFY ALL DIMENSIONS.
UTILITIES
IT IS THE CONTRACTOR'S RESPONSIBLITY TO FIELD VERIFY THE EXACT
LOCATION OF ALL EXISTING UTILITIES.
FLOOD ZONES
THIS SITE DOES NOT LIE IN A FLOOD HAZARD AREA
WATER RESOURCE AREA
THIS SITE DOES NOT LIE WITHIN A DEVELOPMENT AREA
RESERVOIR WATERSHED
THIS SITE DOES NOT LIE WITHIN A RESERVOIR WATERSHED.
TRIP GENERATION
THE PROPOSED ENTRANCE IS TO REPLACE
THE EXISTING ENTRANCE. THERE IS NO
PROPOSED CHANGE IN THE EXISTING ADT
NUMBERS.
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VICINITY MAP
1 " =2000'
ADJOINERS
TMP 79-3A
VDOT
Zoned: RA
Use: Office
TMP 79-5, 5A
Ray A. Graham III
Zoned: RA
Use: Farming
TMP 79-7A
Thomas Jefferson Memorial Foundation
Zoned: RA
Use: Farming
TMP 79-9
Lloyd F. Wood
Zoned: C1
Use: Convenience Store
TMP 79-10
Albemarle Edgehill Farm LLC
Zoned: RA
Use: Farming
TMP 79-19
American Legion Post 74 Lodge Inc.
Zoned: C1
Use: Office
TMP 79-20, 360
Luck Stone Corporation
Zoned: RA
Use: Undeveloped
ALBEMARLE COUNTY, VIRGINIA
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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 ( V.D.O.T.). This plan as drawn may not accurately
reflect the requirements of the permit. Where any discrepancies
occur the requirements of thepermit shall govern.
2. All paving, 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. The maximium 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 design it is deemed necessary
in order to stabilize a drainage chain1.
6. All traffic control signs shall conform with the Virginia
Manual for Uniform Traffic Control Devices.
7. Unless otherwise noted all concrete pipe shall be reinforced
concrete pipe - Class III.
8. All excavation for underground pipe installation mustcomply with
OSHA Standards for the Construction Industry (29 CFR Part 1926).
07 1. r ,,
qt bmittal Type
Reviewed and Approved by the
Communi y De elopment Department
Date Z
File# - —
Sign
TABLE OF CONTENTS
SHEET 1 ---- COVER SHEET
SHEET 2 ---- OVERALL PLAN/EX CONDITIONS
SHEET 3 ---- PROPOSED CONDITIONS/ENTRANCE
SHEET 4 ---- PROPOSED CONDITIONS/OFFICE
SHEET 5 ---- EXISTING ENTRANCE REMOVAL
EXHIBIT A --- LANDSCAPE PLAN
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AUG. 25, 2009
ALB. COUNTY
COMMENTS
DATE
JUNE 29, 2009
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REVISIONS
AUG. 25, 2009
ALB. COUNTY
COMMENTS
e I
DATE
JUNE 29, 2009
1
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SCALE
1"=50' 1
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2 FEET
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FILE NUMBER
6847
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REVISIONS
AUG. 25, 2009
ALB. COUNTY
COMMENTS
DATE
JUNE 29, 2009
SCALE
1"=20'
CONTOUR INTERVAL
2 FEET
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Entrance
ENTRANCE CLOSING DETAIL
a
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NOTE: EXISTING ENTRANCE TO BE REMOVED
BERM WILL BE ADDED, THEN SEEDED
MULCHED FOR STABILIZATION AND
LANDSCAPED TO MATCH THE EXISTING
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AUG. 25, 2009
ALB. COUNTY
COMMENTS
DATE
JUNE 29, 2009
SCALE
1"=20'
CONTOUR INTERVAL
2 FEET
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MAIN ENTRANCE AREA
SCALE: 1/16" = 1'-0"
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SECTION AT MAIN ENTRANCE
SCALE: 1/8" = V-0" 0"
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A
ENTRANCE SIGN
SCALE: 3/4" = 1'-0"
l '
indard Entrance
W8X31 I—Beam
NIN NN
Nhite Pines on New
e Created at Existing
ant Entrance. Match
F Existing Adjacent
o.c.f)
y ,
1t t i ,
i
Pines Will be Planted One Full
Growing Season after Grasses N1
Are Established on Slopes.
it
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C !
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NF FC ( , r f r k J'. `` `. ' (.~ '+••
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ines ® 20
Q0.
PLANTING IPLAN
SCALE: 1 " = 30'
STAKE DECIDUOUS 'TREES ONLY
WHEN APPROVED B11Y LANDSCAPE
ARCHITECT
PLANT TREE WITH 11/4 OF ROOT
BALL ABOVE GRADE
4" MULCH
FORM 3" SAUCER ARROUND
PERIMETER OF PIT
APPROVED BACKFILLL
REMOVE ALL TWINE: AND BURLAP
FROM TOP 1 /3 OFF ROOT BALL
EXISTING SOIL
DECIDUOUS TREE PLANTING
NO SCALE
jr r I ,,. `., .,,, ...„ , t t + r l 1 I ! r • t t` Z hal V V
i ' !I j f ! •;. .. -' . LANDSC
PLAN
i 1 ! i f i j l l j i ; j 1 1 % ; /•_ :` : t t `z • t
i j i i i i i r f f j i{#( i! r! i f J r X 1 1 t ' ``'--..,•: i n t Z
The base information on this dkawing is taken from the site plan
prepared by Roudabush, Gale & Associates, dated November 30, 1998.
1
QTY BOTANICAL. NAME COMMON NAME SIZE ROOT
TREES
21 Corals conadensis Eastern Redbud 6-6' B do B
1420 Pinus abobus Whit* Pins 5-6' B do B
SHRUBS
11 Nex cornute 'Carlow' Corissa Holly 15-1W Cant
QuantWse of White Pines aro based on anticipated areas of disturbed slopes. H actual conditions vary,
noft owner and adjust quantities as necessary.
PLANTING SCHEDULE
CONIFEROUS TREE PLANTING
NO SCALE
AUCER AROUND
OF PIT
HARDWOOD OR P.T.
ES. GALV.#9 WIRES WITH
GREEN 0 BLACK RUBBER
EVE
E WITH 1/4 OF ROOT
E GRADE
LL TWINE AND BURLAP
1/3 OF BALL
BACKFILL
SOIL
SHRUB PLANTING
NO SCALE
PROVIDE 3" SAUCER AROUND
PERIMETER WHERE SHRUBS
ARE PLANTED INDIVIDUALLY
4" MULCH
PLANT SHRUBS WITH 1/4 OF
ROOT BALL ABOVE GRADE
PROVIDE 8" WIDEx6" DEEP
TRENCH AROUND PERIMETER
OF SHRUB BEDS
APPROVED BACKFILL
REMOVE ALL TWINE AND BURLAP
FROM TOP 1/3 OF BALL
EXISTING SOIL
EXHIBIT A
VAN YAHRES
ASSOCIATES
Landscape Architects, Inc.
P.O. Box. 824
Charlottesville, Virginia 22902
804) 295-4734
Drawn by: SK
Checked by:
Date: MARCH 30, 1999
Revisions:
Nov. 26, 2008
By: D. Yeabower -
Luck Stone Corporation
Project#
Scale: AS NOTED
heet No.
o