HomeMy WebLinkAbout35-07 Winchester Aquarium - Warehouse, Storage - Shawnee - Backfile (2)NOTE.- THERE ARE NO STEEP SLOPES,
WOODLANDS, FLOODPLAINS, WETLANDS,
SINKHOLES, STREAMS, DRAINAGE WAYS
OR OTHER SIGNIFICANT ENVIRONMENTAL
FEATURES ON THIS SITE.
6.70'
PHASE 2
PHASE 1
I
N/F TRUSTEES OF THE NORA
GARBER TRUST
N/F WINCHESTER MEDICAL
CENTER, INC.
ZONE. B2
D.B. 807, PG. 231
TM 64 ((A)) LOT 4J
SITE PLAN NOTES:
1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4, 5 & 7
GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARCH 15, 2000.
2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND.
J. EXTERIOR DOWNCAST LIGHTING (WALLPACKS) SHALL BE HUBBELL LIGHTING NRG-31 X SERIES OR APPROVED
EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON ADJOINING PROPERTIES AND
RIGHT-OF-WAYS.
4. THERE ARE NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS PLAN.
5. THE PROPOSED ENTRANCE SIGN SHALL BE LOCATED A MINIMUM OF 10' BEHIND THE RIGHT-OF-WAY LINE AND
SHALL MEASURE 8' BY 4' (32 SQ. FT). ALL OTHER SIGNS FOR INDIVIDUAL STORES SHALL BE MOUNTED TO THE
BUILDING AND MEET ALL ZONING ORDINANCE REQUIREMENTS.
6. THIS PLAN IS FOR PHASE H IMPROVEMENTS ONLY. SEE APPROVED SITE PLAN BY GREENWAY ENGINEERING,
DATED MAY 15, 2002 FOR ADDITIONAL PHASE I INFORMATION.
N 52'33'58" W 175.00'
PHASE 2 DUMPSTER
12 x45' CONC. PAD & ENCLOSURE
LOADING SPACE LOCATION
� W/ STRIPING
10' OVERHEAD {
DOOR -is
o PROP. EP • . CJ
0
,1 ,
7.
�. HASE 1 DUMPSTER
PAD & ENCLOSURE
TO BE REMOVED
f
,'
�e
,
888g��
12'X20' M DU
I2
ENCLOSURE (TYR). COUNTY IS
NOT RESPONSIBLE FOR
MAINTENANCE OR REPAIRS.
TRANS
FIRE HE'D.
3
N/F CROSSROADS MALL
ZONE. B2
USE. RETAIL
TM 64 ((8)) LOT 5A
KEY SYMBOL BOTANICAL NAME
ZONE. e2 PROP. ONE STORY
USE. VACANT w
TM 64 ((8)) LOT SA BUILDING o TR THUJA rheingold
0 0 d "�
PHASE I GFA= 8, 000 S.F.
HEIGHT - APPROX 24'
PROJECT INFORMATION
PARCEL IDENTIFICATION NO. TAX MAP 64 ((8)) 78 F.A.R. CALCULATIONS.
STREET ADDRESS.
PERMITTED:
INSPECTION DEPARTMENT NOTES
1.0 TOTAL
TOTAL AREA:
ACRES
1. BUILDING SHALL COMPLY WITH THE VIRG/N/A UNIFORM STATEWIDE BUILDING CODE AND THE BOCA
PROJECT AREA:
.1.000
ACRES
PROV/DED. PHASE /.
NATIONAL BUILDING CODE/1996. PLEASE NOTE THE REQUIREMENTS IN TABLE 705.2 OF BOCA FOR THE
DISTURBED AREA:
.0.248
.0.248 ACRES
0.18 AC. BLDG/1.0 AC. = 0.18
FIRE R,4TlNG OF THE EXTERIOR WALL (TWO HOUR) LOCATED 5.50 FROM THE PROPERTY LINE.CURRENT
ZONING:
B2
GROSS FLOOR AREA. PHASE l.•
2. H. C. PARKING AND ACCESS APPEARS TO BE /N COMPLIANCE WITH CABO A 117.1-92 AND CHAPTER
CURRENT USE.
RETAIL
RETAIL = 8,000 SF
11 OF BOCA.
PROPOSED ZONING:
B2
J. NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR ANY SPECIAL INSPECTION THAT MAY BE
PROPOSED USE.
.RETAIL/STORAGE
PROVIDED, PHASE /I.•
REQUIRED FOR THIS TYPE OF STRUCTURE.
(SEE GROSS FLOOR AREA FOR
0.09 AC. BLDG/1.0 AC. = 0.09
BREAKDOWN OF SQUARE FOOTAGE)
GROSS FLOOR AREA. PHASE ll:
RETAIL/STORAGE = 4,000 SF
BUILDING SETBACKS:
REQUIRED
PROVIDED
PROV/DED. BOTH PHASES
FRONT-
35'
77.92'
0.27 AC. BLDG./1.0 AC. = 0.27
SIDE. •
N/A
.88.26'
REAR:
N/A
. 44.38'
GROSS FLOOR AREA: 12, 000 S.F.
PARKING SETBACKS:
PHASE I.• 8,000 S.F. (RETAIL)
PHASE A 4,000 S.F. (2,000 S.F RETAIL,
FRONT
SIDE.
5'
5"
5.5'
5'
2,000 S.F. STORAGE)
REAR.
.5'
N/A
OUTDOOR LIGHTNING. AS SHOWN. LIGHTS SHALL BE
LANDSCAPE CALCULATIONS
INTERIOR REQUIRED:
1 SHADE TREE PER 10 SPACES
50 SPACES/10 SPACES = 5 TREES
GREEN AREA = 59 OF PARKING LOT
PARKING AREA = 18,519 SF.
57 OF PARKING LOT = 92;6 S.F
INTERIOR PROVIDED:
5 SHADE TREES
GREEN AREA = 1,100 S.F., 5.99
PERIMETER REQUIRED.
1 SHADE TREE PER 2,000 S.F. OF IMP. SURFACE
18, 519/2, 000 = 9.3
PERIMETER REQUIRED = 10 TREES
PERIMETER PROVIDED:
10 SHADE TREES
3' EVERGREEN HEDGE
LANDSCAPE LEGEND
CP CRATAEGUS phoenopyrum
N
i\
I CC CEROS canadensis
20.00' -- 24. DO' 20.00'
�
5
I
CB ® CARP'NUS betulus
v
MOUNT HANDICAP ENTRANCES
30
PROP, 20' STM. O
PARKING SIGN TO (TYP.)
o DRN. ESMT
BLDBLDG.
1
PROP. 20' WATER
FIK
' FIRI.. t3. L
' 1
LINE ESMT
70.0' INV.=708.30
,1 ; �.; a
PROP, DELIVERY
SIGNS, SEE NOTE
DELIVERY SIGN TO STATE-
7 .
1_„
L1
I
° NO TRACTOR TRAILERS ALLOWED
P BEYOND THIS POINT SMALL
I
I
I I DELIVERY TRUCKS ONLY.
THE PRICE COMPANY
ZONE. B2 20 10 0 20 40
USE. RETAIL SALES
iiiiia
TM 64 ((8)) LOT 1
SCALE.- 1 " = 20'
APPROVED BY. -
COMMON NAME
SIZE (HEIGHT)
Rheingold
36"
Arborvitae
Washington
2-1/2" cal.
Hawthorn
Eastern
2-1/2" cal.
Redbud
Pyramidal
European
2-1/2" cal.
Hornbeam
10 WEEMS LANE
WINCHESTER, VA 22604
(540) 667-8198
FREDERICK COUNTY ZONING ADMINISTRATOR
ZONING ADMINISTRATOR SIGNATURE IS VALID FOR FIVE YEARS
FROM THE DATE OF APPROVAL OF THIS PLAN.
DOWNCAST AND SHIELDED TO
PREVENT GLARE ON ADJOINING
PROPERTIES OR PUBLIC R.D.W. S
OUTDOOR STORAGE.- NONE PROPOSED
BUILDING HEIGHT
MAXIMUM = 35'
PROP. HEIGHT, PHASE 11 = 35'
PARKING CALCULATIONS
REQUIRED:
RETAIL: 1 SPACE/200 SF
PHASE h 8,000 SF/200=40 SPACES
PHASE ll.• 2,000 SF/200=10 SPACES
TOTAL REQUIRED = 50 SPACES
SPACES PROVIDED:
PHASE l = 40 SPACES
PHASE ll = 10 SPACES
TOTAL PROVIDED = 50 SPACES
HANDICAP SPACES REQUIRED:
PER ADA = 2 SPACES
(1 VAN ACCESSIBLE)
HANDICAP SPACES PROVIDED:
2 SPACES
(1 VAN ACCESSIBLE)
LOADING SPACES REQUIRED:
1 SP/10,000 SF PLUS
1 SP/ EACH 30, 000 SF ADDITIONAL
QUANTITY REMARKS 12,000/10,000=1.2 SP, USE 1 SP.
42 AS SHOWN LOADING SPACES PROVIDED
1 SPACE
4
AS SHOWN
5
SCREEN
6
SCREEN
DATE
CG-6R DEPRESSED GUTTER
STRIPED AREA
HANDICAPPED
SYMBOLS 8'
L 8" VAN ACCESSIBLE SPACE
5' FOR REGU M SPACE
HANDICAPPED PARKING DETAIL
N.T S
8"
6"
T�--F
T
WIRE MESH REINFORCING V. D.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
CLASS A-3 CONCRETE
6" BASE 21-A
wIVIVMU i Lu avuvnnUL-
(COMPACTED TO 957. DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT VIM-1 METHOD)
TRASH DUMPSTER PAD
(NOT TO SCALE)
Dt--dumppad
ONSI TE TYPICAL PAVEMENT SECTION
NOT TO SCALE
TRAVEL AISLES
1.5" SM-2A SURFACE COURSE
3" BM-2 BASE COURSE
8" SUBBASE VDOT STD. GR-21A
FLI� I I I I� I I I I� I I I I� I I I I� I I I I� I I I I- COMPACTED SUBGRADE
(COMPACTED TO 959 DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT V7M-1 METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
ONSI TE TYPICAL PAVEMENT SECTION
NOT TO SCALE
PARKING STALLS
2" SM-2A SURFACE COURSE
6" SUBBASE VDOT STD. GR-21A
�I 1 I� � I I I� � I I� COMPACTED SUBGRADE
(COMPACTED TO 951 DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VIM-1 METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST
OF' THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
�-- PAVEMENT
2' CURB CUT
2'
•A R�2;' p.
:4 e �-
d
o VDOr SPEC'.
414.03, CL. I,
TYPE A
TYPE I SCUPPER DETAIL
NOT TO SCALE
1 X4 "X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
2'X4 X4' BEAMS TOE NAIL TO POST
1.25' 4' -0"
NOTE PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG.
concsw
4 "X4'X8' POSTS
CONCRETE FOOTING
4" REINFORCED CONCRETE
3000 PS/
4" SUBBASE (21-A STONE)
i . WIDTH VARIES
SEE SITE PLAN '
1/4" = 1'
4- - aa
:
d .d�
4" °
I II-IIII -III-III-III
COMPACTED SUBGRADE
(957. DENSITY)
CONCRETE SIDEWALK DETAIL
(NOT TO SCALE)
WOOD FENCE DETAIL
NOT TO SCALE
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w Qo 0 0 0
Q N h N
SURVEY
BY OTHERS
DESIGN
MSS
DRAWN
MSS
CHECKED
MSS
DATE
APR. 2007
SCALE HORZ: 1 " = ZO'
VERT: NIA
SEAL
Ep,LT11 6
.......
�IICH L S. STICKLEY y
led Lic. Q31162
SjONAL
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PROJECT
NO.
0474-07
CADD
FILE
0474sp 1
SHEEP
1 OF 1
Octuk. C c�S l
33� � 3�-9 S-
EX. TRANS
FIRE HYD.
SE
NOTE- THERE ARE NO STEEP SLOPES,
WOODLANDS, FLOODPLAINS, WETLANDS,
SINKHOLES, STREAMS, DRAINAGE WAYS
OR OTHER SIGNIFICANT ENVIRONMENTAL
FEATURES ON THIS SITE.
6.70'
PHASE 2
PHASE 1 1
N/F TRUSTEES OF THE NORA
GARBER TRUST
ZONE- B2
USE- VACANT
TM 64 ((8)) LOT SA
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION NO.:
DA TE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CARRYING OUT
THE LAND DISTURBING ACTIVITY AS SET
FORTH IN THE PLANS.
N/F WINCHESTER MEDICAL
CENTER, INC.
ZONE. 82
D.B. 807, PG. 231
TM 64 ((A)) LOT 4J
SITE PLAN NOTES:
1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4, 5 & 7
GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARCH 15, 2000.
2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND.
J. EXTERIOR DOWNCAST LIGHTING (WALLPACKS) SHALL BE HUBBELL LIGHTING NRG-JlX SERIES OR APPROVED
EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON ADJOINING PROPERTIES AND
RIGHT-OF-WAYS.
4. THERE ARE NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS PLAN.
5. THE PROPOSED ENTRANCE SIGN SHALL BE LOCATED A MINIMUM OF 10' BEHIND THE RIGHT-OF-WAY LINE AND
SHALL MEASURE 8' BY 4' (J2 SQ. FT.). ALL OTHER SIGNS FOR INDIVIDUAL STORES SHALL BE MOUNTED TO THE
BUILDING AND MEET ALL ZONING ORDINANCE REQUIREMENTS.
6. THIS PLAN IS FOR PHASE II IMPROVEMENTS ONLY. SEE APPROVED SITE PLAN BY GREENWAY ENGINEERING,
DATED MAY 15, 2002 FOR ADDITIONAL PHASE I INFORMATION.
N 52'.3358'" W 175.00'
PHASE 2 DUMPSTER
12 x45' CONC. PAD & ENCLOSURE
LOADING SPACE LOCATION
W/ STRIPING
10' OVERHEAD o {�1 ' ...
DOOR ao o PROP. EP C_]
AL
PROP. TWO STORY
o
BUILDING
N
PHASE H GFA= 4, 000 S. F.
HEIGHT = APPROX. 35'
80.0'
WALLPACK
LIGHTING, TYP.
(SEE NOTE 3)
Pz
PROP. ONE STORY
o
BUILDING
PHASE I GFA=8, 000 S. F.
C
HEIGHT = APPROX. 24'
\' ....'
20.00' -
PHASE I DUMPSTER
PAD & ENCLOSURE
TO BE REMOVED
el
00 12 XCO 20' NC6 Di PAD W�l
ENCLOSURE (TYP.). COUNTY IS
NOT RESPONSIBLE FOR
MAINTENANCE OR REPAIRS. _
24.00'
MOUNT HANDICAP ENTRANCE PROP. 20' STM.
PARKING SIGN TO (TYP.) o DRN. ESMT�
BLDG. � � ' o
PROP. 20' WATER
LINE ESMT -
70.0 INV.=708.JO PROP. DELIVERY
�.; . SIGNS, SEE NOTE
CG 6R
TEMP. WHEELSTOPS TO BE I /8\ o�IVC
PRO
P. F.H.
o PAR P. 6p ron il % & G. V.
N/F CROSSROADS MALL
ZONE- B2
USE. RETAIL
TM 64 ((8)) LOT 5A
PROJECT INFORMATION
PARCEL IDENTIFICATION NO. TAX MAP 64 ((8)) 7B F.A.R. CALCULATIONS:
STREET ADDRESS:
PERMITTED:
INSPECT/ON DEPARTMENT NOTES
1.0 TOTAL
TOTAL AREA:
1.000 ACRES
1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND THE BOCA
PROJECT AREA:
ACRES
PROVIDED. PHASE I.•
NATIONAL BUILDING CODE/1996. PLEASE NOTE THE REQUIREMENTS IN TABLE 705.2 OF BOCA FOR THE
DISTURBED AREA:
.0.248
.0.248 ACRES
0.18 AC. BLDG./1.0 AC. = 0.18
FIRE RATING OF THE EXTERIOR WALL (TWO HOUR) LOCATED 5.50' FROM THE PROPERTY LINE.
CURRENT ZONING:
B2
GROSS FLOOR AREA, PHASE L
2. H. C. PARKING AND ACCESS APPEARS TO BE /N COMPLIANCE WITH CABO A 117.1-92 AND CHAPTER
CURRENT USE.
RETAIL
RETAIL = 8,000 SF
11 OF BOCA.
PROPOSED ZONING:
B2
J. NOTE THE REQUIREMENTS /N CHAPTER 17 OF BOCA FOR ANY SPECIAL INSPECTION THAT MAY BE
PROPOSED USE.
RETAIL/STORAGE
PROVIDED, PHASE I/:
REQUIRED FOR THIS TYPE OF STRUCTURE.
(SEE GROSS FLOOR AREA FOR
0.09 AC. BLDG./1.0 AC. = 0.09
BREAKDOWN OF SQUARE FOOTAGE)
GROSS FLOOR AREA. PHASE ll:
RETAIL/STORAGE = 4,000 SF
BUILDING SETBACKS.
REQUIRED
PROVIDED
PROVIDED, BOTH PHASES.
FRONT-
35'
77.92'
0.27 AC. BLDG./1.0 AC. = 0.27
SIDE.
N/A
.88.26'
REAR:
N/A
. 44.38'
GROSS FLOOR AREA: 12, 000 S.F.
PARKING SETBACKS.
PHASE L 8,000 S F. (RETAIL)
PHASE Il.• 4,000 S.F. (2,000 S F. RETAIL,
FRONT
SIDE.•
5'
.5'
5.5,
. 5'
2,000 SF STORAGE)
REAR:
.5'
. N/A
OUTDOOR LIGHTNING: AS SHOWN. LIGHTS SHALL BE
LANDSCAPE CALCULATIONS
INTERIOR REQU/RED:
1 SHADE TREE PER 10 SPACES
50 SPACE5/'10 SPACES = 5 TREES
GREEN AREA = 51 OF PARKING LOT
PARKING AREA = 18,519 S.F.
59 OF PARKING LOT = 926 S F.
INTERIOR PROVIDED:
5 SHADE TREES
GREEN AREA = 1,100 S.F., 5.9Z
_PERIMETER REQUIRED:
1 SHADE TREE PER 2,000 S.F. OF IMP. SURFACE
18, 51'9/2, 000 = 9.3
PER/METER REQUIRED = 10 TREES
PERIIMETER PROVIDED.
10' SHADE TREES
3' EVERGREEN HEDGE
LANDSCAPE LEGEND
KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARK
TR THUJA rheingold 36 42 AS SHO
»
Arborvitae
CP CRATAEGUS phoenopyrum Washington 2-1/2" cal. 4 AS SHO
Hawthorn
CC CERCIS canodensis Eastern Redbud 2-1/2" col. 5 SCREEN
Pyramidal
CB ® CARPINUS betu/us European 2-1/2" col. 6 SCREEN
LEXHornbeam
TIRE H
DELIVERY SIGN TO STATE.
NO TRACTOR TRAILERS ALLOWED
I BEYOND THIS POINT SMALL
DELIVERY TRUCKS ONLY.
Rheingold
S
DOWNCAST AND SHIELDED TO
PREVENT GLARE ON ADJOINING
PROPERTIES OR PUBLIC R.O.W. S
OUTDOOR STORAGE. NONE PROPOSED
BUILDING HEIGHT
MAX/MUM = 35'
PROP. HEIGHT, PHASE If = 35'
PARKING CALCULATIONS
REQU/RED:
RETAIL: 1 SPACE/200 SF
PHASE l: 8,000 SF/200=40 SPACES
PHASE ll: 2,000 SF/200=10 SPACES
TOTAL REQUIRED = 50 SPACES
SPACES PROVIDED:
PHASE I = 40 SPACES
PHASE ll = 10 SPACES
TOTAL PROVIDED = 50 SPACES
HANDICAP SPACES REQUIRED:
PER ADA = 2 SPACES
(1 VAN ACCESSIBLE)
HANDICAP SPACES PROVIDED:
2 SPACES
(1 VAN ACCESSIBLE)
LOADING SPACES REQUIRED:
1 SP/10,000 SF PLUS
1 SP/ EACH 30, 000 SF ADDITIONAL
12, 000/10, 000=1.2 SP, USE 1 SP.
WN LOADING SPACES PROVIDED:
1 SPACE
WN CG-6R DEPRESSED GUTTER
L 8' VAN ACCESSIBLE SPACE
5' FOR REGULAR SPACE
HANDICAPPED PARKING DETAIL
N.T.S.
34
8»
T
WIRE MESH REINFORCING V. D.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
:f.. -.
CLASS A-3 CONCRETE
6" BASE 21-A
VV/Y// !lV / 1_V JVUVI \IIVL
(COMPACTED TO 951-. DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT VTM-1 METHOD)
LOrn
00
't r-
C� �-6
N �
00
zz�
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TRASH DUMPSTER PAD
m
(NOT TO SCALE)CC-
o
Dt-dumppad
Z
'O'^^
vl
O
ONSI TE TYPICAL PAVEMENT SECTION
Q
NOT TO SCALE
TRAVEL AISLES
W
W1.5"SM-2A
A
SURFACE COURSEo
0
:•.4��::.'-::� ��.:�'� :� :��:�.,:..:=: �r•:':`:.. �...:..:.,: 3 BM-2 BASE COURSE
o
v
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z
c�
z
c�
z
8" SUBBASE VDOT STD. GR-21A
Z
z
z
_111=I I I=1 I M1 11=111=111=111=111-111= COMPACTED SUBGRADE
(COMPACTED TO 95Z DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
SURVEY
BY OTHERS
Dt-pvmt3
ONSI TE TYPICAL PAVEMENT SECTION
DESIGN
MSS
NOT TO SCALE
DRA`v'JN
PARKING STALLS
MSS
CHECKED
2" SM-2A SURFACE COURSE
MSS
6" SUBBASE VDOT STD. GR-21A
DATE
APR. 2007
iiiiiil�l-CCVPACTEO SUBGRADE
(COMPACTED TO 959 DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT V7M-1 METHOD)
SCALE HORZ: 1 " =
20'
VERT:
NIA
SEAL
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST LTH
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. _ L
Dt-pvmt2
O �.
4" REINFORCED CONCRETE a ICH L S. STICKLEY y
3000 PSI „d Lie. 031162
4" SUBBASE (21-A STONE) �p� �`t f 1`d„ \,
WIDTH VARIES �SS:�\jONAL�
�- PAVEMENT
2' CURB CUT
:d e
• G
VDOT SPEC.
414.OJ, CL. I,
TYPE A
TYPE I SCUPPER DETAIL
NOT TO SCALE
concsw
1 'X4'X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
2"X4'X4' BEAMS, TOE NAIL TO POST
SEE SITE PLAN
1/4" = 1'
4"-
< .d
Qa
.d
V A
d
0 d
4$'
o
z = OWNER/DEVELOPER:
COSTELLO DRIVEmzm
z
€ 80' RIGHT-OF-WAY JEFF AND STACEY NETHERS 4'X4'X8' POSTS
10 WEEMS LANE
WINCHESTER, VA 22604 .5 .5
(540) 667-8198 125' 4'-0"
NOTE. PRESERVATIVE STAIN ON ALL WOOD.- -
APPROVED BY-
COLOR TO MATCH THAT OF BLDG.
0
*. N/F THE PRICE COMPANY I �'
CONCRETE FOOTING `
u� ZONE. B2 20 10 0 20 40
USE. RETAIL SALES ✓ _::,:..:::+
TM 64 ((8)) LOT 1
SCALE. • 1 " = 20' FREDERICK COUNTY ZONING ADMINISTRATOR DATE
=y ZONING ADMINISTRATOR SIGNATURE IS VALID FOR FIVE YEARS WOOD FENCE DETAIL
FROM THE DATE OF APPROVAL OF THIS PLAN. NOT TO SCALE
COMPACTED SUBGRADE
(95% DENSITY)
(NOT TO SCALE)
I�
�I
I�
a
W
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Z
Q
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PROJECT
NO. 0474-07
CADD
FILE 0474sp 1
SHEET 1 OF 1