HomeMy WebLinkAboutARB202100141 Plan - Approved 2022-02-09EXISTING RECEPI
PROPOSED ELECTRICAL
PROPOSED SIGN FOUNDA7
PROPOSED SIGN STRUCT
PROPOSED LIGH-
OUTER GAS LINE EASEMENT El
---------------------------
GAS
SITE PLAN
ALBEMARLE STONEWORKS
210330
10.29.2021
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10' BUILDING SETBACK (MIN)
10' PARKING SETBACK
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PROJECT TITLE:
MINOR SITE PLAN AMENDMENT
FOR
ALBEMARLE COUNTERTOP CO.
NO.
DESCRIPTION
DATE
MERIDIAN
PLANNING GROUP LLC
ENGINEERING*SURVEYING*PLANNING
440 PREMIER CIRCLE, SUITE 200
CHARLOTTESVILLE, VA
PHONE: 434-882-0121
WWW.MERIDIANWBE.COM
JOB NO.:
�F `/yc
wlO1HY RAY MILLER
Lic. No.30542
OP
o,�,FSs/ONAL
DATE:
05/23/2018�NLTH
SCALE:
AS SHOWN
DRAWN BY:
ACC
SHEET TITLE:
SITE PLAN
DESIGNED BY:
TRM
CHECKED BY:
SITE PLAN I SIGN PLACEMENT
ALBEMARLE STONEWORKS
210330
10.29.2021
TAKE ROOT, LLC +
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h l bs®gmail.com
703,332.8073
Thymus praecox x `Albinus',
white moss thyme
NATIVE GROUNDCOVERI
Callirhoe involucrata, white
poppy mallow
Sedum ternatum, wild ston4
Ginkgo biloba
Stone Groundcover
NATIVE WILDFLOWERS1
Amsonia hubrichtii, bluesta
Echinacea purpurea white
Monarda Fistulosa, wild ber
Pycnanthemum flexuosum,
Schizachyrium scoparium,
Schizachyrium scoparium,
little bluestem
SITE PLAN I SIGN PLANTINC
0 5 10
SITE PLAN I SIGN PLANTINGS
ALBEMARLE STONEWORKS
210330
10,29,2021
TAKE ROOT, LLC +
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703.33Z8073
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SIGNAGE MATERIALS FOR STAND-ALONE AND BUILDING SIGNS
ST1- ENGINEERED STONE
NEOLITH
• 1/4" THICK
• COLOR: ARCTIC WHITE
• FINISH: MATTE
ST2 - ENGINEERED STONE
CONSTANTINE DEKTON
• 3/4" THICK
• COLOR: BLAZE
• FINISH: POL ISHED/XGLOSS
ST3 - NATURAL STONE
GRANITE
• 1-1/4" THICK
• COLOR: ABSOLUTE BLACK
• FINISH: LEATHERED
STAND-ALONE SIGN
ALBEMARLE STONEWORKS
210330
10.29.2021
H
C I ELEVATION - SIDES
SCALE: 1/2" = V-0"
PLEASE
VERIFY ALL
DIMENSIONS
ON SITE
3'-0"
Div O
FABRICATOR:
ST1
PLEASE
REFERENCE
DWG FILE
FOR
FONT,LETTER
SPACING, AND
SIZE
-BEMARLE"
WORKS" IN
ST2 olco
0
'STONE"
IN ST3
DOTING:
EASE SEE
IUCTURAL
3AWINGS
i FOOTING
IZE AND I -
a .a ae
AILS, TYP AA
D I ELEVATION - FRONT/BACK
SCALE: 1/2" = 1'-0"
ST1
"ALBEMAR
+ "WORKS
ST2
A I SECTION "STONE
SCALE 1/2" = V-0" IN ST3
LE"
„ IN Ilol_l 5-1/2"
B I PLAN
SCALE: 1/2" = V-0"
TAKE ROOT, LLC +
jie huahuanBgmail.com
703,332.8073
CODE DATA
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BUILDINIG CODE DATA:
CDN51Fl r. h (i(tA)II k%l 11 a-b
PROJECT DATA
DEMONS LMUWED. M.
ePB mEEW
6:UJTENHA DWRF
(WM2. VA YL18
SB901R1R$A9B
DINER:
ALBEM AUUCF0.iD
MRFATOP
R19 Ml ESAC
CIMPtOT1E8Nl1E. VA lAJI
(03ip1Y16@
STRUCTURAL DESIGN DATA
DE t
MO !. WIND SPEED = 90 MPH
ULT n W D SEED = ILS MPH
W']OF LIVE A SNOW = 30 PSF
Al LIVE (BOTTOM DAM) = M PSF
WOOF DEAD (TOP CHORD)
= T PSF
A T FLOOR LIVE
= 40 PSF
MSEMEW LIVE
_ /0 PSF
SOIL BEARING VALUE (ASSUMBED) = IND PSF
WOUND SNOW LOAD
= 90 PSF
amsultE GATAGWY
• B
BMFORTANCE FACTOR
• CATAGORY n
SNOW Eld(ISURE FAt
v 1.0
SETSMTC USE BROW
= B
3.AT EARTH PRESSURE
= 30 P.C.F.
0 4' 8' 16'
SCALE: 1/4" = 1'-0"
.A x 500 B �NC'r FCLLINDA11O4
W17H PC , EMBEDDED AS SHOWN PCSTS TO
HAVE E CH #6 BAPS WELDED C17T0 THE PACE
1OF1R 1'MA-
A
I I
n _
SECTION A -A
1/4" = 1'-0"
H5S 4R40188 BOX MGM
c
Px48 x3 3.500 P.S.I.CONCRETE FOUNDATION
/ITH POSTS EMBEDDED AS SHOWN. POST TO
"AVE ' EA.H �'E EARS WELDED ONTO THE Fk
SECTION B-B
1/4" = 1' On
1^
m L�
G cj H C
LA A
J IL
FOUNDATION PLAN
1/4" = 1'-0"