HomeMy WebLinkAboutVA199100041 Other 1991-12-10Albemarle ount , Virginia Surveij h' B. Auhre'U of f m ate.
Charlottesville Magisterial isterial District & Associates , Ltd.
Charlottesville XTA
ate: -29-91
iopograph'g bg Roudabush , Gale
`l'. + 45 Parcel 68D1 & Associates , Inc.
D.B. 1011 ,pg. 253 D.B. 711 pg. 738 Charlottesville VA
Zone. 1 , c. COre .a* nder HC
Owner River Heights Associates
c/o P.O. Box 554
Charlottesville , VA
1991
PLANNING DIVISION
520
HIEN1RY
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20' PARKING SETBACK
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STANDARD VDOT TRAFFIC BARRIE�
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COUNTY OF ALBEMARLE
DEPARTMENT OF ZNGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
Revised: September 18, 1989
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing
road, a permit for said construction shall be obtained from
the virgiaia Department of Transportction (hereafter
abbreviated V.D.O.T.)•
2. All paving and 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.
A. All slopes and disturbed areas are to be fertilized, seeded
and mulched. Maximum allowable fill or cut slope is 2:1.
Where reasonably obtainable lesser slopes of 4:1 or better
are to be achieved.
5. All drainage inlets shall have a 2-inch local depression.
6. Paved or rip -rap lined ditch may be required when in the
opinion of the Albemarle County Director of Engineering, or
his designee, it is deemed necessary in order to stabilize a
drainage channel.
7. All traffic, control signs shall conform with the Vircinia
Manual for Uniform Traffic Control Devices_ latest edition.
8. Unless otherwise noted all concrete pipe shall be reinforced
concrete pipe - Class III.
9: All excavation for underground pipe installation must comply
with OSHA Standards for the Construction Industry (29 CFR
Part 1926).
Freeland - Clinkscales
& Associates ,' Inc.
323 West Stone Aue.
0,11
%reenume , SC 29609
NOTES : 1. This site is not located within_ the reservoir watershed.
2. This site is not located within the limits of 100 uear flood plain.
3. Maximum height of all structures not to exceed 35' .
4. There exists a 10' parking setback requirement and a 35' building
setback requirement along the right -of wag of Berkmar Dr. Extd.
5. Benchmark and datum reference : Top of fire hudrant at entrance
of Hilton Heights Rd. & Rt. 213 Celev. 427.24).
6. Shading indicates slopes of 25% or greater.
7. THERE SHALL BE A 20' DRAINAGE EASEMENT CENTERED OVER ALL DRAINAGE PIPES.
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20' UNDISTURBED BUFFER —T
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20' PARKING SETBACK (`—J
LANDSCAPING LEGEND
Q STREET SHRUBS, 5'0.C. (TYR)
MEDIUM STREET TREES
t.,�
OSCREENING TREES, 15 ' O.C. (TY R )
�ti�
i LARGE STREET TREES,, 50' O.C. (TYP.)
PARKING SCHEDULE:
138 SPACES REQUIRED
138 SPACES PROVIDED
3 HC SPACES REQUIRED /
3 PROVIDED
a
4 LOADING SPACES PROVIDED/
4 PROVIDED
PAVEMENT SPECS.
8",- 2 1 A STONE, 1.1/2"SM-2A
(IN ACCESS EASEMENT)
6 "-- 21 A STONE ; 1.1/2" SM - 2A
1.3 AC± PAVI_ MEMT
0.35 AG> COVER BLPCq .
1.7 AC IM'PER\1IOUS GUVER
USE: 1'5T FLODF_: 15,D00+P-NAIL
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475
-470
—
PROPOSED SAM'S WHOLESALE CLUB
( SEE SITE DEVELOPMENT PLAN BY FREELAND—
CLINKSCALES 8k ASSOC-, REVISED. 6-12-91 )
17+09.46 BERKMAR DR. EXT.�I
10+23.43 HILTON HEIGHTS RD.
Scale 30'
C.I. - 5'