HomeMy WebLinkAboutSDP201800063 Plan - Revision Minor Amendment 2019-05-07Purpose of - Plan Amendment
The purpose of this Minor Amendment is for an addition to the existingbuilding.
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UNITY HARL TATES�TILLEI to SheetZong IDB 4125 PG 283 I I-202
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: _ '.... TMP 61-5A-1
. - TWO LITTLE LADIES LLC
.4.x Zoning: Light Industry
DB 4843 PG 299
0.72 Acres
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I C-101
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TMP 81 - 5A-2
HYDRAULIC ROAD LLC
I I Zoning: Light Industry I l
DB 2475 PG 221
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ALBEMARLE COUNTERTOP Cu.
TAX MAP 61, PARCEL 5-A-1
ACK JOUETT DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SITE DATA
SITE PLAN NUMBER: SDP000000216, SDP198500038, SDP19940008, SDP200700139
LEGAL REFERENCE: 06100-00-00-005A1
PARCEL ADDRESS: 2813 HYDRAULIC RD
CHARLOTTESVILLE VA 22901
SOURCE OF TITLE:
DB 4843 PAGE 299
OWNER APPLICANT:
TWO LITTLE LADIES LLC
2584 JAMES RIVER ROAD
HOWARDSVILLE, VA 24562
ZONING:
LIGHT INDUSTRIAL, AIRPORT IMPACT AREA, ENTRANCE CORRIDOR
CURRENT USE:
COMMERCIAL
PROPOSED USE:
COMMERCIAL
(THE RETAIL SALES AREA WILL NOT EXCEED 25% OF THE GROSS FLOOR AREA OF THE MAIN USE)
(THIS USE WILL NOT INVOLVE OUTDOOR STORAGE AND DISPLAY)
MAGISTERIAL DISTRICT:
JACK JOUETT
BUILDING SETBACK:
FRONT MINIMUM - 10'
FRONT MAXIMUM - NONE
SIDE MINIMUM - 50' FROM THE RA DISTRICT BOUNDARY
PARKING SETBACK: FRONT MINIMUM - 10'
SIDE MINIMUM - 30' FROM THE RA DISTRICT BOUNDARY
SOURCE
OF
BOUNDARY:
PLAT RECORDED IN
DB 4834
PAGE
123
SOURCE
OF
TOPOGRAPHY:
4-FOOT CONTOUR
INTERVAL
FROM
ALBEMARLE COUNTY GIS MAPS (USGS DATUM).
PARKING SCHEDULE:
TOTAL REQUIRED: 1 SPACE PER 5001 SF OPEN TO PUBLIC. 1,020 SF OPEN TO PUBLIC
1020 SF / 500 SIF = 2.04
1 SPACE PER EMPLOYEE, 13 EMPLOYEES
13 SPACES
DISTURBED AREA:
SWM VOLUME CONTROL:
SWM WATER QUALITY:
WATER SERVICE:
SANITARY SERVICE:
RESERVOIR WATERSHED:
LIGHTING:
Earlysviile Rd
4,778 SF
NOT REQUIRED, TOTAL DISTURBED AREA IS LESS THAN 10,000 SF
NOT REQUIRED. TOTAL DISTURBED AREA IS LESS THAN 10,000 SF
PUBLIC WATER
EXISTING DRAINFIELD
(ALL WASTE WATER INTO THE SEPTIC SYSTEM WILL BE DOMESTIC WASTES)
THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED.
Georgetown Rd/
VICINITY MAP
�-10 SCALE: 1 "= 1000'
SHEET INDEX
C-001 ......... COVERSHEET
C-101 _....... EXISTING CONDITIONS & DEMOLITION PLAN
C-201 ........ SITE PLAN
C-202 ........ SITE DETAILS
C-301 ........ LANDSCAPE PLAN
LEGEND
LP LIGHT POLE
TBR TO BE RELOCATED
�---Q — BUILDING SETBACK
�—� — PARKING SETBACK
SIGNATURE PANEL
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
DEPARTMENT OF FIRE RESCUE
VIRGIN6'A DEPARTMENT OF TRANSPORTATION
ALBEMARLE COUNTY SERVICE AUTHORITY
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SHEET 1 of 5
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES
1. PRIOR TO 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 THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT 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, CRADING
OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
THE COUNTY, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
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).
Saw -cut Exist -
Pavement 1' from
existing curb
Exist Pavement
Existing
Subgrade
I," 1mnT CLI-O FA r--New CG-7
2 NEW PAVEMENT DETAIL
-20 SCALE: NTS
Fixture Count
Sink
2
Toilet
1
Shower
1
5 FIXTURE COUNT
-20 SCALE: NTS
12"
TYP r 8" DIA.
FRESERVED
PARWNG
1'-4"
10"
" vM CORNER RADIUS 8"
61-ACCEMU IS 1.5" (TYP) -� - - -
PENALTY -�
12" ear 14"R
t I 4" WIDE WHITE
4" WIDE WHITE PAINTED LINES PAINTED LINES
SPACED 2' ON CENTER TIRE STOP (TYP)
4" WIDE WHITE
PAINTED LINES
FAA
9, 1 8' 1 SEE 8'
Min I NOTE 1 Min
NOTES:
1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN
ACCESSIBLE SPACES.
2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS
SHOWN HERE ARE MINIMUMS.
3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE.
4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD
"RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE
INSTALLED.
5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN AS VAN ACCESSIBLE, PROVIDE
"VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LETTERING MOUNTED UNDERNEATH
RESERVED PARKING SIGN.
6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO
MORE THAN 7' ABOVE THE FINISHED GRADE.
7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP
DRAWINGS FOR SIGNS.
8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL
ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND
THE CODE OF VIRGINIA SECTION 36-99.11.
CG-7
T14S AREA MAY BE CONCRETE AT
THE OPTION OF THE CONTRACTOR
ROAD AND BRIDGE STANDARDS
SHEET I OF 1 1 REVISION DATE
201.04
NOTES.,
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE
CURB AND GUTTER SHALL BE CONSTRUCTED
PARALLEL TO THE SLOPE OF SUBBASE
COURSES AND TO THE DEPTH OF THE
PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED
ON ROADWAY CLASSIFICATION AND DESIGN SPEED
AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
MANUAL IN THE SECTION ON URBAN GS STANDARDS.
6, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING
BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN
10'OR TR CHANGGE IN STANDARDS CAN BE MADE AT
REGU7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS
USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD
CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE
THE MOUNTABLE CURB CONFIGURATION INCORPORATED.
2"
P
P y P P P P
P a P P P
711:7
THE BOTTOM OF THE CURB AND
CUTTER MAY BE CONSTRUCTED
77:_1_O.._
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MIN. DEPTH OF 7" IS MAINTAINED
COMBINATION 4" CURB AND GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
ATHE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN 2' TO t d
(270')
7 CU. FT. 18"-22" ALVE BOX
#68 STONE
+• ,• 6" GATE
42"MIN > .. . VALVE
8" X 6"
,•. ►'' TEE
2500 P.S.I. CONCRETE
t �''• ' r A
BASE AND THRUST�� ;��� �•
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
SPECIFICATION
REFERENCE
105
502
I' COMPRESSION x 3/4 MALE PIPE COUPLING
OR APPROVED EQUAL
1' TYPE "K'
SOFT COPPER
1"A"A' TEE
NOTE:
NO SWEATED FlTTING6
DUAL SERVICE:
1" TYPE 'K'
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
35' Mtti.
1/8 BEND COUPUNG-\
o�
FOR USE ON ATTACHED SINGLE FAMILY
RESDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRICATION SERVICES.
2'
R
1' COMPRESSION x 31/4' MALE PIPE COUPLING
OR APPROVED EQUAIL
jjj)TFOR USE ON DETACHED SINGLE FAMILY
3IRESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
CAST IRON UD
FINIS(EA GRADE:
12"-Is
I -I - METER
1 f BOX
-� -CORPORATION STOPai3GJr
,v,,.;1 t,4-.
.. t,:xy,.�;„ NECES5ARY
SAND OR DUST UNDER
DOX AND
x
++
'^' :
it k
'+('�'' 4' DIAMETER DRNN PIPE, 12'
}`'�.'»:. LONG STONE POCKET. VDOT
SICKER (2-INCH
MINIMUM THICKNESS)
?Nr.,: ,{?:
`c?;�:y`.`��j�eb'.!i'^:5: •_*:w Yt«�..Y.SPEC. 203, NO. 57 AOORECATE
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1" METERS)
NTS
FIG. W-6A
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' I EXIST. 1/6'x20' ACSA- '
WATER EASEMENT
��. DB r 135-730 �� w
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3 EXISTING CONDITIONS AND DEMOLITION PLAN
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4 SITE PLAN
-20 SCALE: NTS
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WATER EASEMENT
' DB 15135-730 1 w
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Notes:
1.Contractor shall contact ACSA three (3) business days prior to water utility work
to have an inspector on site while utility work is being done.
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C-202
HANDICAP ACCESSIBLE PARKING DETAIL
FIRE HYDRANT ASSEMBLY DETAIL
SCALE: NTS
7 WATER METER DETAIL
-20SCALE: NTS
WOWNIENOW
LANDSCAPE NOTES:
1. All site plantings of trees and shrubs shall be allowed to
reach, and be maintained at, mature height: the toppings of
trees is prohibited. Shrubs and trees shall be pruned
minimally and only to support the overall health of the plant.
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Stone Pavers
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Type/Placement
Qnty
Botanical Name
Common Name
Hght
Planted fight
Spacing
Bloorntime
Bloom color
Light Requirements
Soil Moisture
Evergreen
Native Habitat
Eco contribution1-4
Perennial
Notesi i I U-1 <
Tolerate: Drought, Erosion, Clay Soil, Dry Soil, Shallow -Rocky Soil 0
Purple poppy -mallow's stems sprawl along the ground up to 3 feet, forming a thick mat up to I foot tall Ld
White
sun
low/dry
tolerant
x
Dry prairies; roadsides
open woods and on rocky hills
attacts butterflies
bees, butterflies
x
x
GROUNDCOVER
Groundcover/under ginkos
60
qtrichum ericoldes
§ym jLh t
White Heath Aster
14
1611
1-1.5'
August to October
Groundcoverfseatinq area
10
Callirhoe involucrata
Poppy Mallow
6-1211
16"
5"-T
Mar, Apr, May, Jun
White
Sun, part shade
dry, drought
x
0
Tolerate: Heavy Shade, Wet Soil SHEET NO.
Tolerate: Deer, Drought, Erosion, Dry Soil, Black Walnut, Air Pollution
Green/insignificant flower
Part shade to full shade
Full
Dry -medium.
Nbist, Drought tolerant
golden in the winter
low meadows and prairies
attracts birds —
Birds, Butterflies
x
x
GRASSES
Grass/groundcover/under ginkos
100
pensylvan ica
Pennsylvania sedge
6-12"
1'
6-12 in
May, Jun , Jul
Grass/groundcover/agnst bide
Grass/groundcover/under ginkos
26
63
Andr21299on gerardii
Schizachyrium scoparium
Big Bluestein4-6'
Little Bluestein
_-3Y
1'
11
2-3'
1.5-2'
Sept -Feb
Aug -Feb
Purplish-red/insignificant flower
Brown turning silvery/insignificant flower
sun
Full sun
dry to medium
Birds Butterflies
x
x
Tolerate: Deer, Drought, Erosion, Dry Soil, Shallow -Rocky Soil, Black Walnut, Air Pollution
Tolerate: Drought, Erosion, Dry Soil, Wet Soil, Black Walnut, Air Pollution
�_aTi(�u�,virgaturn
Switchgrass
3-6'
1'
24
Aug, Sep, Oct, Nov
Green/insignificant flower
Sun , Part Shade
medium
golden in the winter
tailgrass prairie
,
Grass/groundcover/agnst bldng
11
TREES
Tree/Road Screening
—
6
— ----
Ginkgo bilobaFastigiata
Maidenhair Tree
130-50'110'
10-15'
april
n/a
full sun
medium
I
Tolerate: Clay Soil, Black Walnut, Air Pollution
I T (-lay Soil, Black Walnut, Air Pollution FSHEET 5 of 5
Tolerate:
Tree/Utilities Cover
3
Thuia occidentalis Patriot
American arborvitae
120-30'110'
15-6'
n/a
n/a
Full sun to part shade
Medium
-