HomeMy WebLinkAbout57-01 Meadows Farm Nursery - Revised - Stonewall - Backfile (2)U
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CURVE DEL TA ANGLE RADIUS A C LENGTH TANGENT CHORD LENGTH CHORD BEARING
CI 1836'53 " 260. 00' 8 .53 42,6 1 ' 84.10' N 52'17 36 " E W TM: 54-A -104
TM 54-A-104A a JARES W/LK/NS
MAINTAIN EX. INTER PARCEL H. N. FUNKHOUSER REMOVE PA VEMENT AS NECESSARY I � ZONED: 82
CONNECTOR TO ADJOINING ZONED. 82 TO PROVIDE 100 SO. FT. OF MULCHED
AREA FOR EACH PROPOSED TREE. z USE CHILD CARE
PROPERTY. USE.. CONVENIENCE STORE W N 04 44'30" W 397.98
TM• 55-A -32 I BENCHMARK - 7
AMERICAN LEGION 2 NAIL S IN WPP EX. EOP
ZONED: 82 EL EV. = 666.76 - , -
USE. PR/VA TE CLUB IRF -- • =- PROVIDE 6 " NCHORED
(L OCA TED ON SOUTH '� CONCRETE W EEL STOP
SIDE
OF RTE 7)
\_ENSURE POSITIVE o '
• ORA/>y.4GE FROM CO�ER I,
!! 9 SPACES GYP PROPOSED EDP, ;NA CH
EX. GRA V _FL / N.
� EL
Z ANCHORED CONCRETE
EX. SECURITY WHEEL STOPS REOU/RED E x. c R a v E L
Z v L FENCE TO REMAIN'- A T EACH PARKING SPACE` p �
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QW ASPHALT
a a PARKING Lot EX/STING GRA VEL
AHtA TO-REMAl1T -- - —
I EXISTING PAVED STRIPE FOR — 32' A
o AREA TO REMAIN 'No PARKING" AREA - 8' - 9' 69.7
14- END CG- 6 MA TCH- RFCD PIN 55- A - 31 B
EX. GRADE ` 20 WA TER ESA,YT. REO D.
4.0853 ACRES
r rs�ssl ;, �r• .,
10 SPACES'' REMOVE EX. GRAVEL CHAIN LINK FENCE (TYPICAL)
PROPOSED F/RE HYDRANT
ASSEMBL Y. TAP BY FCSA. Ex, 7 ACES `.� ' PROVIDE TOP SOIL AND SEED
Iun
•,'i(TYPICAL BOTH SIDES OF DR/VEWA Y)
EX. 5'X4' PEDESTAL SIGN ' ? POLE MOUNTED HANDICAP PARK1
SIGNS INSTALLED PER VIRGINIA
(8' HIGH) TO REMAIN 0. STA TE CODE SECTION 36-99.11.
Qk-
PLASTIC COVERED s.
GREENHOUSE b ~
m ^ 317
rn W d z E X. GRAVEL S U R F A C E
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rn o x EX. ASPHALT TO REMAIN O
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Q m ? I T D `" TO REMAIN (PORTIONS TO BE REAIOWD DURING
(n I W A I / OFFICE/SALES BUlLD/NG CONSTRUCTION)
Q
EXISTING OUTDOOR DISPL A Y
AREA TO REMAIN
PROPOSED ASPHAL T WALKWA Y
T MA TCH EXISTING
TM.' 55-A -33 II I / UNDERGROUND £LECTR/CAL PA VEMENT ELEVA T/ON
f TELEPHONE SERVICE
CARL YLE & ANDERSON is' —T
ZONED: M2 1285'- I ,' 4'
4 " 3/WATER EXTEND I END
USE.• COMMERCIAL E�' FROM EX. SERVICE
(L OCA TED ON SOUTH, fS-_.-------ELT i
Z Oo E /T----- E /T
SIDE OF RTE 7)
I o j0 - ONE S TOR Y- 2560 S. F.
' v OFFICE/SALES BUILD/NG
3 4 1/2 STORY BUILDING HEIGHT= 18'
Co 1 } FRAME BUILDING - i FINISHED FLOOR= 670.75
w j 1 ,�1725 - -
( FF 671.72 k
e
I PORCH ---- WALK
1
I EX SEWERS '
I� LATERAL
l EXTEND EWER LA TERAL
'? I FROM E). `�$£R VICE
EX. 8'X8�' PEDESTAL SIGN
(12' HIGH) TO BE REPLA ED
WITH SAAk- SIZE SIGN Y ,t
} I
EX SALES BUILDING AND
Z A TTACHED STRUCTURES
4
- R TO BE REMOVED.
I z z m A PROPOSED EOP, MA TCH
I o D EX. PA VEMENT ELEVA T/C
D �
IV ��
n -- 128.3'
Gi9APH/CSCALE I
10 10 0 20 40 I'
/N FEET )
1 inch = 20 ft.
LEGEND:
I
1
ABBREVIATION
DEFINITION
IRF
IRON ROD FOUND IRF
W
`
CL.
CLUSTER
CO
SANITARY CLEAN OUT
Cn"
F.F.E.
FINISHED FLOOR ELEVATION
GLM
GAS LINE MARKER I
I
x
W
SANITARY MH
SANITARY MANHOLE
WM
WATER METER
WPP
WOOD POWER POLE
Q
BIRCH
0
CHERRY
EX. CURB & GUTTER
EX- SPRINKLER MANIFOLD
TOP OF PIPING=666.97
EX -MANIFOLD VAULT
E X. A S P H A T
670
EX -GRAVEL AREA TO REMAIN
EXISTING PA SEED
AREA TO REMAIN
ELEVA TION OVER
EXISTING PLANTING BEDS
IN THIS AREA TO REMAI
00
9
EXIS TING OUTDOOR DISPL A Y
AREA TO REMAIN
TM.• 55-A-31
KIM HENRY
ZONED: 82
USE.- VACANT
5 EX. PLANTING BEDS
TO BE REMOVED.
r
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_ D N
8 5'
+ EDGE Of PAVEMENT
EXISTING OUTDOOR STORAGE
AREA TO BE REMOVED (0.09 ACC /
EDGE OF PAVEMENT
EX. 20' WIDE ALL WEATHER
EMERGENCY ACCESS.
EX/S TING OU TDOOR S TORA GE
AREA TO REMAIN (0 68A C)
EX. ASPHALT
O
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TM• 55-A-IA
RONAL D & L INDA SNAPP
ZONED: 82
USE.' VACANT
VA. STATE PLANE
NORTH ZONE
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
Cl
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OUTDOOR STORAGE
ONLY NURSERY STOCK AND RELATED PRODUCTS
THAT ARE NORMALLY DISPLAYED OUTDOORS
SHALL BE STORED IN PROPOSED OUTDOOR
STORAGE AREAS.
TRASH DISPOSAL :
THIS SITE GENERATES LIMITED WASTE MATERIAL.
TRASH IS REMOVED FROM THE SITE BY
CONTRACT HAULER. NO DUMPSTER IS REQUIRED
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AREA TO REMAIN (0. 48 A C)/
S 00.5253 " E 550 32'
ZONING ADMINISTRATOR APPROVAL
I/N/
APPROVAL VALID FOR FIVE YEARS. DATE
VDOT CG-6
VD01 CG-6 REVERSE GUTTER
PROPOSED PAVEMENT
SEWER LATERAL WITH CLEANOUT
PROPOSED BUILDING
PAVEMENT OVERLAY (SM-2A)
DRAINAGE FLOW ARROWS
PROPOSED TOP OF CURB ELEVATIONS
PROPOSED TREES
(SEE SHT 2 FOR SCHEDULE)
LEGEND
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OWNER DEVELOPER SCALE:
MEADOW FARMS , INC. DRAWN BY: GAD
43054 JOHN MOSBY HWY. PROJECT No. N/A
CHANTILLY VA. 20152 DATE 11128101
703-471-6606
SHEET 1 of ,2
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CUR VE DEL TA ANGL E RADIUS AC LENGTH TANGENT CHORD LENGTH CHORD BEARING
Cl 18 36'53 " 260. 00 " 8 .53 42 61 ' 84. 10' N 52 *17 ,36 " E
TM.• 54-A-104A 1
MAINTAIN EX. INTER PARCEL H. N. FUNKHOUSER REMOVE PA VEMENT AS NECESSARY
CONNECTOR TO ADJOINING ZONED: 82 TD PROVIDE 100 S0. FT. OF MULCHED i
PROPERTY. USE CONVENIENCE STORE AREA FOR EACH PROPOSED TREE.
l
7M.' 55-A -32 1 BENCHMARK 7
AMER/CAN LEGION 2 NAIL S /N WPP EX. EOP
ZONED: 82 ELEV=666.76
USE.' PR/ VA TE CLUB IRF - — ° ----' PI
(L OCA TED ON SOUTH c `-
SIDE OF RTE 7)
ENSURf' POSITIVE
ORAIIyA•GE FROM CO�ER 9 ,SPACES
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2 W
W 597. 98'
� N 04 44'30'� _... -
6" NCHORED
TE EEL STOP
j(TYp PROPOSED EOP, MA
ANCHORED CONCRETE X \
WHEEL STOPS REOU/RED ~
EX. SECURITY A T EACH PARKING SPACt
Z L v 4c FENCE TO REMAIN ! o
F' W O ASPHALT W
L
p I PARKING LOT
d
EXISTING PA VED STR/PE FOR "
AREA TO REMAIN 'NO PARKING AREA
`` END CG- 6 MA TCH FCD
EX. GRADE /-20 WATER ESM T. REO D. !,
kc) 14 /ram\ (66j55 ` �! j'/ j �'"• �
10 SPACES
PROPOSED f7RE HYDRANT -
ASSE"MBL Y. FAP BY FCSA. EX 7 ACES
EX J. 5'X4' PEDESTAL SIGN --
(8' HIGH) TO REMAIN
Q=.
a Z3 Q
m
D 4,1Q a m� >� �r
v' a a i W n^ COVERED `�'
z w a ARBOR AREA ' r
TO REMAIN
T
N EXISTING OUTDOOR DISPL A Y
a AREA TO REMAIN
MATCH f 1.5 TING
E p UNDERGROUND ELECTRIC IZ PA EMENT ELEVA TIONTM. 55-A -33 TELEPHONE S,r�?YICE
CARL YLE & ANDERSON t z8 5'-- _r--------
USE.ECOMMERCIAL �I EXTEND 3/4 " WA TER
a
(L OCA TED ON SOUTH E / T FROM EX. SERVICE
SIDE OF R TE 7) _--
cy-
3 1 112 STORY _
'oo c FRAME BUILDING S r'
X � #1725
FF=671.72 _
PORCH WALK
EX/STING GRA VEL
ARZ-A 7U_RZ_UAIIV_
8• ' A
E X. G R A V E L y5 U-t�
TM.• 54-A-104
✓AMES ML K/NS
ZONED: 82
USE: CHILD CARE
P/N 55-A-31B
. r - 4.0853 ACRES
-- REMO VE EX. GRAVEL
� PROVIDE TOP SOIL AND SEED CHAIN LINK FENCE (TYPICAL)
(TYPICAL BO TH SIDES OF DR/ VEWA Y)
POLE MOUNTED HANDICAP PARKI
SIGNS INSTALLED PER VIRGINIA
STA TE CODE SECTION 36- 99.11,
0.
PLASTIC COVERED
\ GREENHOUSE
EX.GRAVEL SURFACE
(GRAVEL SURFACE) O
EX ASPHAL T TO REMAIN
Q
EXISTING GREENHOUSE TO REMAIN p O
(PORTIONS TO BE REMOVED DURING
OFfICE/SALES BUILDING C0NS,7P11CT/01V)
PROPOSED ASPHALT WALKWAY 5 EX. PLANTING BEDS
% I /- : 0 BE REMOVED.
I
36:_ ONE S TOR Y- 2560 S. F. +
V I OFFICE/SALES BUILDING !
BUILDING HEIGHT= 18' S
FINISHED FLOOR= 670.75 o
>�
.
} --• 670 ---- ' /
EX. SEWER
LATERAL
EX -GRAVEL AREA TO REMAIN
j/ TOP OF PIPING=666.9EX- SPRINKLER 7D EXISTING PA VED
I ` EXTEND EWER LA TERAL
/ FROM EX. 5'ERVICE -'`y, EX -MANIFOLD VAULT AREA TO REMAIN
EX. 8'18`' PEDESTAL SIGN -J I E X. A S P H A T
(12' HIGH` TO BE RE•PL A CED -- -
WITH SAE SIZE SIGN
EX SALES BUILDING AND
z
A TTACHED STRUCTURES
10
A
m
R
TO BE REMOVED.
Z z
PROPOSED EOP, MA TCH
I o
'' N
EX. PA VEMENT EL EVA TION
>
D "'
- 128.3'
EXISTING PLANTING BEDS
IN THIS AREA TO REMA/6
EL EVA TION OVER
r"
I o
I I
ai74PH/CSeWJF i
20 70 0 20 40 I
( /N FEt? )
7 inch = 20 ft.
LEGEND:
I
ABBREVIATION
DEFINITION
IRF
Ir ON ROD FOUND IRF
CL.
CLUSTER
CO
SANITARY CLEAN OUT
F.F.E.
FINISHED FLOOR ELEVATION IW
GLM
GAS LINE MARKER 1
W
SANITARY MH
SANITARY MANHOLE
WM
WAFER METER
WPP
WOOD POWER POLE
0BIRCH
1
4
0
CHERRY
EX. CURB & GUTTER
EXISTING OUTDOOR DISPLAY
AREA TO REMAIN
TM.• 55-A-31
KIM HENR Y
ZONED: B2
USE: VACANT
EX. 20' WIDE ALL WEA THER
EMERGENCY ACCESS.
EXISTING OUTDOOR STORAGE
AREA TO REMAIN (0.68A C)
8.5'
� EDGE OF PAVEMENT
EXISTING OUTDOOR STORAGE
AREA TO 8E REMOVED (0.09 AC)
� I
D
L
N
EX. ASPHALT
EDGE OF PAVEMENT
Q �
EXISTING OUTDOOR STORAGE
o AREA TO REMAIN (0.48 AC)
TM.' 55-A- lA
RONAL D & L INDA SNAPP
ZONED: 82
USE: VACANT
�S 0052'53" E 55OJ2'
VA. STA �TFPLNE
NOR TH ZONE
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
l .
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N
\ co.
—EX. DUMPSTER TO REMAIN. �fl -P
(NOT VISIBLE FROM PUBLIC RIGHT- OF- WA Y). `� Z
� n
O '
Q
OUTDOOR STORAGE : \\ f-�
-A f. .
ONLY NURSERY STOCK AND RELATED PRODUCTS
THAT ARE NORMALLY DISPLAYED OUTDOORS
SHALL BE STORED IN PROPOSED OUTDOOR
STORAGE AREAS.
uv:66tT� '
TRASH DISPOSAL
THIS SITE GENERATES LIMITED WASTE MATERIAL.
TRASH IS REMOVED FROM THE SITE BY
CONTRACT HAULER. NO DUMPSrIER IS REQUIRED
i
r /
i
OQ
ZONING ADMINISTRATOR APPROVAL
aa 4) m/0 ,-,
APPROVAL VALID FOR FIVE YEARS. DATE
VDOT CG-6
VDOT CG-6 REVERSE GUTTER
PROPOSED PAVEMENT
SEWER LATERAL WITH CLEANOUT
PROPOSED RALDING
PAVEMENT OVERLAY (SM-2A)
DRAINAGE FLOW ARROWS
PROPOSED, TOP OF CURB ELEVATIONS
PROPOSED TREES
(SEE SHT 2 FOR SCHEDULE)
LEGEND
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OWNER DEVELOPER SCALE: 1 20'
MEADOW FARMS , INC. DRAWN BY: GAD
43054 JOHN MOSBY HWY. PROJECT NO. NIA
CHANTILLY VA. 20152 DATE: 17128107
703-471-6606
SHEET 1 of 2
CURVE__ DEL TA ANGLE
C1 1 1836 53"
TV: 55-A - 32
AMER/CAN LEGION
ZONED: B2
USE.- PR/ VA TE CLUB
(L OCA TED ON SOUTH
SIDE OF RTC 7)
RADIUS A C LENGTH TANGENT I CHORD LENGTH CHORD BEARING
260. 00' 8 5j,� 42 61 ' 84 10' 1 N 52,
TM.• 54-A-104A
H. N. FUNKHOUSER
ZONED: 82
USE, CONVENIENCE STORE
— -- PROPOSED CG- 6 (REV. GU TT£R)
BENCHMARK
2 NAIL S IN WPP EX. EOP - I ---I._
ELE(�.
IRF
END CG- 6 MATCH-
EX. GRADE
�- ENSUR(
DRAINAGE
(TYP )
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POSITIVE EX 10 SPACE
FROM CO�ER G
BEGIN CC- 6 J
FLOW LINE TO
MA TCH EX. EOP
7
4; TY: 54-A -104
DAMES WILK/NS
ZONED: 82
I= w USE.- CHILDCARE
W _ _ N 04 44 ' 30'. W 397.98
]'TTLC 67Q 751
— 1 -
-END CG- 6
PROVIDE 6'" NCHORED
!� CONCRETE WII'EEL STOP
I (� PROPOSED EOP, A-fA
EX. GRA VEL ELEVA
w ASPHALT w
p PARKING LOT v EX/STING GRA VEL
o IA Rk A rU-REtii 1A/4
I EXIS TING PA VED STRIPE FOR 32 A
' A REA TO REMA IN NO PARKING " AREA C 69.
X r-RAv�L
o END CG- 6 MATCH FCD PIN 55 - A - ,31 B
EX. GRADE 20 WATER ESM T RE-0 D.
4.0853 ACRES
IT)W Iss,
PROPOSED FIRE HYDRANT — -} REMOVE EX. GRAVEL CHAIN LINK FENCE (TYPICAL)
ASSEMBL Y. TAP BY FCSA. �` I E X 7CE5 ��PROVIDE TOP SOIL AND SEED
(TYPICAL BOTH SIDES OF DRI VEWA Y)
CONTRACTOR TO MA TCH EX. PA VEM£
EX. 55'X4' PEDESTAL SIGN --=
POLE MOUNTED HANDICAP PA
(8' HIGH) TO REMAIN
GRADE PICA BO H SIDES) SIGNS CURB.
SIGNS INSTALLED PER VIRG/NIA 1
STA TE CODE SECTION 36- 99 11
ENSURE
POSI TIVE DRAINAGE
FROM CORNER
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TO REMAIN
E,T
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EXISTING OUTDOOR DISPL A Y
AREA
TO REMAIN
E /T MA TCH EXISTING
TM 55- A - 3 - UNDERGROUND EL ECTR/CAL PA VEMENT EL EVA T/ONE,
CARL YLE & ANDERSON �� TELEPHONE SERVICE
ZONUSE.EC COMMERCIAL
�I_r--EXTEND 3/4 " WA TER
(L OCA TED ON SOUTH FROM EX. SER VICE
00 —
S/DE OF RTE 7) CY
_ —
o
3 � v
1 112 STORY
00 FRAME BUILDING
X #1725
FF=67.172
PORCH
Ex SEWER���
LATERAL -
EXTEND SEWER LA TERAL O
FROM EX. SERVICE
EX, 8 X8' PEDESTAL SIGN I
(12' HIGH) TO BE REPLACED WITH SAME S/ZF SIGN
D E( SALES BUILDING AND
Zz ATTACHED STRUCTURES
TO BE REMOVED.
z A PROPOSED £OP, MA TCH
I a ; p EX. PA VEMENT ELEVA TION
1 mX
n —
r
c�
J
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Gf�APH/CSCALE
20 C 20 40
/ � I
( IN FEET )
1 inch = 20 ft.
LEGEND:
ABBREVIATION
DEFINITION
IRF
IRON ROD FOUND
CL.
CLUSTER
CO
SANITARY CLEAN OUT
F.F.E
FINISHED FLOOR ELEVATION
GLM
GAS LINE MARKER
SANITARY MH
SANITARY MANHOLE
WM
WATER METER
WPP
WOOD POWER POLE
O
BIRCH
0
CHERRY
EX. CURB & GUTTER
IRF
WALK
� B
PROPO ED
CG-6 (REV. GUTTER)
I
PLASTIC COVERED
�
O
J
GREENHOUSE
0
()
EX GRAVEL SURFACE
(GRAVEL SURFACE)
O
EX. ASPHAL T TO REMAIN
O
O
O
O
EXISTING GREENHOUSE TO REMAIN
O
(PORTIONS TO Bf REMO ICED DURING
OFFICE/SALES BUILDING CONSTRUCTION)
5 EX. PLANTING BEDS
PROPOSED ASPHAL T WALKWAY
L
TO BE REMOVED.
1
EX. 20' WIDE ALL WEATHER
EMERGENCY ACCESS
_ EXIS TING OUTDOOR STORAGE
AREA TO REMAIN (0.68A C)
B
D' ONE S TOR Y- 2560 S. F.
OFFICE/SALES BUILDING
BUILDING HEIGHT= 18'
-- FINISHED FLOOR= 700. 75
j D�
a
----- 670 8 5'
- - i
} j EDGE OF PAVEMENT
EX- SPRINKLER MANIFOLD,-
TOP OF PIPING=666.97
EX -MANIFOLD VAULT
E X A S P H A T
EX -GRAVEL AREA TO REMAIN
EXISTING OUTDOOR STORAGE
EXISTING PA VED AREA TO BE REMO VED (0.09 ACC
AREA TO REMA IN
_- - - EDGE OF PAVEMENT - —l-
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TM- 55-A-31 TM- 55-A-1A
KIM HENRY RONA L D & L INDA SNA PP
= a ZONED.- 82 ZONED: B2
USE.- VACANT USE.- VACANT
X
W
EXISTING PLANTING BEDS
IN THIS AREA TO REMAIA
EXIS TING OU TDOOR DISPL A Y
AREA TO REMAIN
ELEVA TION OVER
Cu
CD
EXISTING OUTDOOR STORAGE
AREA TO REMAIN (0.48 AC)
S 00 52 53" E 550.32'
L.I. n�PNALT
VA. STATE PLANE
NORTH ZONE
RESPONSIBLE LAND DISTURBER:
NAME: _
CERTIFICATION: _
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
\ ACTIVITY AS SET FORTH IN THE PLANS.
\-z C`"
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/_EX. DUMPSTER TO REMAIN. G
(NO T VISIBL E FROM PURL IC RIGH T- OF- WA Y).Z��0�` z
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OUTDOOR STORAGE : \\ Z
ONLY NURSERY STOCK AND RELATED PRODUCTS
THAT ARE NORMALLY DISPLAYED OUTDOORS
SHALL BE STORED IN PROPOSED OUTDOOR
STORAGE AREAS.
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PARKING LOT CURB AND GUTTER: _ " �' W
r Nn: C�u-,Z
CLLj
o ORDINANCE PARA. 165.27.E.3 REQUIRES CURBING �'. ��`�
c� ���� f / AND GUTTERS BE INSTALLED AROUND THE PERIMETER06
_ Po0 OF ALL PARKING LOTS. AT TIME OF SITE PLAN
APPROVAL, THE COUNTY IS PURSUING AN ORDINANCE
oQ / TEXT AMENDMENT WHICH WOULD ELIMINATE THAT z
��P�' REQUIREMENT FOR A DEVELOPMENT REQUIRING
A SMALL PARKING LOT EXPANSION TO AN EXISTING I,
p LOT ON WHICH CURB AND GUTTER IS NOT REQUIRED, �-+
SUCH AS PROPOSED, ISSUANCE OF AN OCCUPANCY94
/ PERMIT FOR THE PROPOSED FACILITY WILL REQUIRE W q
COMPLIANCE WITH THE CURB AND GUTTER REQUIRMENT
' IN AFFECT AT THAT TIME. IF THE COUNTY SPONSORED
TEXT AMENDMENT REGARDING CURB AND GUTTER
ZONING ADMINISTRATOR APPROVAL
APPROVAL VALID FOR FIVE YEARS. DATE
O)T CG-6
IDOT CG-6 REVERSE GUTTER
'ROPOSED PAVEMENT
iWER LATERAL WITH CLEANOUT
'ROPOSED BUILDING
:AVEMENT OVERLAY (SM-2A)
DRAINAGE FLOW ARROWS
PROPOSED TOP OE CURB ELEVATIONS
PROPOSED TREES
(SEE SHT 2 FOR SCHEDULE)
IS APPROVED, NO CURBING WILL BE REQUIRED.
SHOULD THE PROPOSAL FAIL, CURB SHALL BE
INSTALLED AS SHOWN, Ln
W�
RECEIVED
-- LEGEND -- ll
MAR 05 2002
w o
- ---- -- - --------
�cPT. OF PLANNING/DEVELOPMENT
T/C 668.45
OWNER DEVELOPER SCALE / 20�__
MEADOW FARMS , INC. DRAWN BY: GAO
43054 JOHN MOSBY HWY. PROJECT NO. NIA
CHANTILLY VA. 20152 DATE 11128101
703-471-6606
SHEET 1 of 2
I Ito 1 fM MAY HE PRECAST OR CAST :N PLACI.
Z. CONCRETE TO BE CLASS A.1 tF CAST IN, PLACE,
4000 a511F PRECAST.
3 COMBINATION CURB 6 GUTTER �IAVING A RADIUS
Of 300 FEET OR LESS fAl OW, FACE OF CURBI Sr -A
8E PAID FOR AS RADIAL COMBINATION CURB 4
cU'r TER.
4• FOR uSF WITH STA131LIZFO OPEN•GRADFD
DRAINAGE LAYER, THE BOTTOM OF THE CLIREI
AND GUTTER 5 BE CONSTRUCTED PARALLEL
iC THE SL SUBBASE COURSES
AND TO "HE DEPTH OF THE PAVEME.:N?.
THIS CURB MAY BF USED WHFN
DESIGN SPELD IS 4C WFIH OR LESS
ON RURAL HGHWAYS AND 45 MPH OH
:- 4'•- - ? a LESS MN DEVFLDPFD URBAN iII SUBURBAN
AREAS. If STAIN DESIGN SPEEDS ARE
f EXCEEL`ED STAIVUARD CC 7 IS REQUIRED
I I
B'
♦ M1
I
A i' n
O
• h Y A • O • ♦ • w ♦ M1 l
- - - - . _ - _ iFIE 90 i? OM OF THE CURB AND
GUTTER MAY RE CONSTRUCTED
PARALLE r0 THE SLOPE OF
i+- _-_-------} -------------.__-- __'1 SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
l IS MAINTAINED.
TES AREA MAY BE CCNCPETE
AT HE OP?ION CF iHF CONIRAC'OR
STONE CONSTRUCTION ENTRANCE
7a MIN. EXISTING
A PAVEMENT
5 1 I
FILTER CLOTH h" MINA' MOUNTABLE BERM
. (OPTIONAL,
Erl'=TINGGRQUND SIDE ELEVATION
70' MIN. T
B VASHRACK 10 MIN
III( (REQUIRED)
1 10 MIN �\\`
EXISTING
PAVEMENT
L DDT •1 I ~� POSITIVE DRAINAGE 10 MIN
COURSE AGGREGATE B + TO SEDIMENT I TRAPPING DEVICE
I
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN LAN VIEW
12' MIN.
3" MIN.
rsiiir,-Lll 3" MIN.
FILTER CLOTH --
SECTION A -A
---- 6'-7" ---
tom_ ++' t#. ++ I+ + I+ +�. • 1>'ki ,�}
r
in AT PLK_JLK__XLK Im
PEINFOPCED CONCRETE DRAIN SPACE
SECTION_B-B
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-i
SDR 3b spigot SDR 35 spigot w
by gasketed by SDR 21
bel. 45 bend gasketed bell
(see note) adapter
Of
3' minimum
SDR 21
SDR 35 8'x4" gasketed pipe
gasketed bell and fittings SCH 40
wye (see note) solvent
weld cap
pr upeny
line
PROPCaSED BUILDING
PROVIDE - 1,%4" l' ! _ FF = 700.75
SAWCUT EDGE
],� r lie ••;•g=8•Y•t•o�o�Y• l , I _�i''� I � _a?•!e9e�e9a�e4e4e4e o_-_�...f.�Tt�'.a I
EXISTING
PAVEMENT
E
�-2" SM-2A
`-6 21B
SEC77ON B
NOT TO SCALE
-� I- 1" max.
a° pipe at 2 001.
minimum grade
concrete cradle it top
of main is greater
than 15' deep
treated 2"x 4" with
top 6" pamtea
green
Note: If top of main is
greater than /5 ft deep
use heavy wall SDR 35
GRAVITY SEWER SERVICE LATERAL
Figure 15
Prune codominbnt leader:;
Prune rubbing or
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all logs and labels
Cut away all balling ropes
Remove lop of wire basket --�
Widen and score hate wall
50,
EX. GRAVEL SURFACE-�
PROPOSED GRADES
Minimum 6" x 6" timber or concrete wheelstop, x w
anchored into pavement with #4 rebar. Length = 24". - •�' w -I
32' - -
CURBING DETAIL - _
8" VDOT 21B
�___.._._ - DO NOT prune terminal
- / leader or branch tips
Prune narrow crotch angles
and water spouts
!� Prune broken branches
�--Prune suckers
2"-3" mulch kepi away from trunk
Sail well to contain water
Remove container and cut circling Leave solid soil pedestal - do
roots if container -grown, or cis much not dig deeper than ball depth
burlap as possible if field growl)
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
no S(,* -
UNAMENDED backfill soil
Partially backfill, water to
settle soil, finish backtifling
Area for water drainage
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
55-A-31B
TOTAL PARCEL AREA
4.0853 ACRES
ZONING -
B2
ADDRESS
1725 BERRYVILLE PIKE
CURRENT USE
NUSERY (LANDSCAPING)
PROPOSED USE
NURSERY (LANDSCAPING
EXISTING RETAIL AREA
1800 S.F. (PER SITE PLAN SP-89-55)
PROPOSED ENCLOSED AREA
2560 S.F.
EXISTING PLANTING/STORAGE AREA
2.06 AC. (89,734 S.F.)
PROPOSED OUTDOOR DISPLAY AREA
37,604 S.F.
PROPOSED PLANTING/STORAGE AREA
50,514 S.F.
SETBACKS REQUIRE PROVIDED
FRONT 35'
107.5
SIDE 25'
101.5
REAR 25'
160.0
BUILDING HEIGHT 35' (MAX,)
18'
DEVELOPED LOT AREA
.35 ACRES
LOT AREA DISTURBED
7.15 ACRES
FAR ALLOWED
1.0
FAR PROVIDED
0.014
MINIMUM LANDSCAPED AREA
15% 26,693 S.F.
LANDSCAPED AREA PROVIDED
92,878 SO. F1,
PARK1% REQUIRED
EXISTING PROPOSED
ENCLOSED DISPLAY
(1 SPACE/400 SO, FT.) 6.4
17 7
OUTDOOR DISPLAY
(1 SPACE/3000 SO.FT.) 12.5
0 13
TOTAL 19
17 20
HANDICAP SPACES 1
0 2
LOADING SPACES 0
0 0
TOTAL ADDITIONAL SPACES REQUIRED
19
TOTAL SPACES PROVIDED
20
EXISTING PAVED AREA
13,652 S.F.
EXISTING GRAVEL AREA
21,064 S.F.
PAVED AREA TO BE REMOVED -
- 2,364 S.F.
PROPOSED PAVED AREA
2,990 S.F.
ADJUSTED TOTAL PAVED AREA
14,278 S.F.
PARKING LOT LANDSCAPING REQ'D.
1,558 SO. FT. @ 5%
PARKING LOT LANDSCAPING PROVIDED
3,516 SO. FT.
PARKING LANDSCAPING
PARKING LOT PERIMETER ... .-.... -
170 FT.
PERIMETER TREES REQUIRED
4.3 (@1/40 FT.)
PERIMETER TREES PROVIDED
5
INTERIOR TREES REQUIRED
-1 (01/10 SP.)
INTERIOR TREES PROVIDED
1
TOTAL TREES REQUIRED
-5.3
TOTAL TREES PROVIDED
6
I,TING PA_-- EME
- -"" PROVIDE SAWCUT
ON-61 PAVEMEp1EDGE
X
f-
W
EX. GRAVEL
REMOVE EX. GRAVEL AS LAYER `X
NECESSARY TO PROVIDE
2"' SM-2A OVERLAY w
SEC770N A
NOT TO SCALE
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It
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CONSTRUCTION NOTES ru
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the 0_1
completed installation of the utility systems and all other Improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Vir info Deportment of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority an the contract documents. u
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that ore not shown. U ,
The contractor shall exercise core in this work so as to ovoid damage to any utilities. Any damage shall be the n
contractors responsibility. The contractor shelf notify all utility companies 72 hours prior to construction. Call "Miss
Utility" �
1-800-257-77T7. - 0 + _ r0
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall I
be verified in the field by each contractor prior to beginning the work. The Engineer will approve oil cut sheets. U1 `>
4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to
the attention of the Engineer and/or the Owner. C
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit +x X
conditions imposed. d Q LLL
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. - tL >
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. U tit
All cutsheels should show existing ground elevations at centerline of utility, structure or rood, and offset hub elevation. Q
EROSION CONTROL W 3
1, A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
-- Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 06
PROPOSED SITE TRIP GENERATION 3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. keos shown to be surfaced are 10 have stone base installed GoITE, 6-rH EDITION ESTIMATES at the earliest possible dote after establishing grade. No area is to remain denuded for more than 7 calendar days
THIS SITE AT FULL DEVELOPMENT when construction not progress. C
4 Contractor to clean
ean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area.
WOULD GENERATE 92 T.P.D. 5. All unpaved areas of the site which ore disturbed by this construction shall be provided with 6" topsoil, C
USE CODE 817 - _ fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve town conditions.
FIRE do RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at oil times during construction. Temporary street signs and
NOTES. addresses must be posted as construction begins. Parked vehicles and sloging of construction materials are prohibited S` J
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. O
�
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. FREDERICK COUNTY SANITATION AUTHORITY (4-
1. � I$
Water and sewer lines are 10 be constructed in accordance with these plans. The lines shall
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. additionally meet oil requirements of the Frederick County Sanitation Authority U
The contractor shall coordinate with, and arrange for inspection by, the Authority. via
3. Exact locations; of water and sewer services on new tines ore to be coordinated with the
3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA ` 1
� U Authority's inspectolr. 3 � rj
AND A117.1-92. 4. The Sanitation Authority's maintenance department is responsible for the installation of a
water meters through 2 in size. Before a permanent meter Is set, they require; 1) the frame and y I
4.N0 STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL cover to be property aligned with its meter box and yoke bar; 2) the frame and cover to be set
to the final grade of the lol; 3) the distance between the top of the cover and the yoke bar be
FEATURES EXIST. between ill and 21 inches: and 4) all components of the meter box assembly to be in proper i ..
working orderH is developer's/contractors responsibility to have the meter box QJ I I.i
5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE assembly installed correctly.
5. For water and sewer services that connect to existing lines: -
MARSHALL REQUIREMENTS. a. The location of the service lateral is to be coordinated with the Authority s engineering -
assistant. An application for service must be mode and fees paid before work will begin. i<
6. ALL UTILITIES TO BE PLACED UNDERGROUND b. The Authority shall furnish and install oil 5/8", 3/4", and 1" water services. to > LL
7 HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES c. Forhe propper�y line.d 2"
wThe rcontractorhis to furnsh ahnd stall ll make ththe ameterr wiul� assthe embly. The
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1.20. Authority will install the meter.
d. The Authority will install all sewer laterals.
8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 6 When on existing water main is taped for the installation of a new line: 1 N 1 A
a The Authority hall furnish a I labor and materials to make the top.,
9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM b. The developer contractor must (1) make opplication for the top, (2) pay deposit (before
work begins ; (3) mark the location of the tap; (4) make final payment when the work is completed. N O J
PROP. LINES. MAX. SIGN HEIGHT= 35' . MAX. SIGN AREA= 100 S.F. 7 The contractor shall tie-in a new lie to on existing manhole by core drilling the manhole. <c it z ao a
8 Any water service line most hove a double check valve or RPI backflow prevention p o w v a zp w
PLANTING SCHEDULE assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. ,\ v f r,-" w � w
A remote readout is required. g v (A z
9. All fire lines shall have a detector double check valve backflow prevention assembly or a �' c� W Z
COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY RPZ back -flow prevention assembly as required. The assembly shall meet ASSE standard No. t' _.s Q t=
1048 or 1047. A remote readout is required
PIN OAK 2" CAL. ®6" HIGH AS SHOWN 3 ` `''. o UJ G_
VIRGINIA DEPARTMENT OF TRANSPORTATION
RED MAPLE 2" CAL. @ 6" HIGH AS SHOWN j 1. All work on this project shall conform to the latest editions of the Virginia Deportment of Transportation (VDOT) p
R - f Th R � 00
1
iI
i° dia. scnedule 40 steel I'
pipe filled with concrete ;
and painted yellow
I
I
1
l
1
18.'dia.
concrete -
encaseme I
bad and Bridge Specl cations,Iand Standards, a Virglmo Erosion and Sediment Control egulallons and any other
slate, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent sha11 govern.
2. All construction shall comply with the latest U S. Department of Labor Occupational Safety & Health Administration
and VOSH Rules do Regulations. Q
3. When working on VDOT ngg�hit-of-woy, all traffic control, whether permanent or temporary, shall be in accordance
with the When,
edition of V[10T's work area protection manual. Furthermore, all traffic control (loggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Rood & Bridge Specifications, Section 104.04-C.
4. The developer shall be responsible for relocating, at his expense, any and oil utilities, including traffic signet
poles, junction boxes, controllers, etc. owned by V.D.O.T.or private uldity company. lt is the sole responsibility of
the developer to locale and identify utility facilities or items which may be in conflict with the proposed construction
activity. V.D O T approval of these plans does not relieve the developer of this responsibility.
5. Design features relating to construction or to regulation, control and sotety of traffic may be subject to change
as deemed necessary by VDOT. Any additional expense incurred as a result of onyffeld revision will be
responsibility of the developer,
6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for r,1
any work on VDOT right-of-way
7 N required by the local VDOT Residency Office, a preconstruclion conference must be arranged and held by the
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VOOT
prior to initiation of work.
Contractor shall notifythe local VDOT Residency Office when work is to begin or cease for any undetermined
"j length of time. VDOT will also require 48 hours notice for any inspection.
g -•� 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public rood -
way through construction and maintenance of a construction entrance in accordance with the i in r n
�edfinent Conjrgl Hand k, Sec 3.02. Furthermore, access to other properties affected by flirts projectshe e
maintained through construction. The Developer shall have, within the limits of the project, an employee
certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall v
block BOLLARD DETAIL
inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately
after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs
pot k� 1
10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
11. All water and sewer lines within existing or proposed VDOT rght-of-woy ore to have minimum 36" cover and,
�
when possible, to be installed under roadway drainage facilities of conflict points.
12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
naection of setting to be approved to installation
the attention of the engineer and VDOT. Work sholl cease in that vicinity until an adequate design can be determined
prior
by the engineer and approved by V.D 01
13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement
of fill. Where CBR testing is required, a V DOT representative shall be present to ensure the sample obtained
is representative of the location. When soil samples are submitted to private labratories for testing, the samples
shall be clearly identified and labeled as belonging to a prTpct which will be accepted by V.D.O.T. and that testing
O
as required concrete pad i' 6" sq. x 6` deep
shall be conducted according to applicable V D.O.T. standords
+ ..
14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6"
lifts to 95% theoretical density determined by AASHTO T-99 Method A, 2%
of moximum as within plus or minus of
for the full dedicated right-of-way. At the direction VDOT Inspector
2" min. 6" max.
Y
optimum moisture width of any street of
density tests performed by a qualified independent agency shaft be conducted as I" . ed in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to finol V00T approval.
j
i
15 VDOT Standard CD and UD undeidrains shall be installed where indicated on these plops and further where
determined necessary by VDOT Inspector.
Q
4'stone
16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT
(J
screw type
minimum design standards and is the developer s responsibility.
adjustable
17 Prior to acceptance by VDOT of any streets, any required street signooggee and/or pavement markings must be installed
valve boy
by the developer a(, at VDOT's discretion, by VDOT on an account recefvoble basis. Stop signs shall be thirty (30) inches tall
stone stone to be minknum I
with high intensity sheeting. The bottom of the sign shell be six (6) feet above the edge of pavement and installed a minimum
I of 6" above top of locator marker
of four (4) feel from the edge of pavement. Sign posts shall be of a type found on V.D.O,T.'s approved list. A copy of this
W
stone / ;�:�
list may be obtained from the District Material Section. Contact the local V.D-O.T. residency office with any questions regarding
siggn material and placement.
The to invoicesct
�V
iegalugs
1$. developer must provide to the locol V.D.O.T. office a list of all material sources prior construction. Copies of oil
r
for materials within any dedicated street right of way must be provided to the local V.D.O.T residency office prior to acceptance of
the work. Unite and total prices may be obscured.
-- - - - -T - ----
19. Aggregate bases and sub -bases shall be placed on the sub-grode by means of a mechanical spreader. Density will be determined
I t
using the density control strip as specified in V.D.O.T.'s Road and Bridge Smifiicotioos (Section 304) and VTM-10. A certified
SCALE -
compaction technician shall perform these tests. A certified copy of the test results shag be provided to the Residency Office. In
addition to checking slorn depths, a V.D.O.T. representative shag be notified and given the opportunity to be present during the
mecnanlcal
construction and testing of the density control strip.
DRAWN BY(3AD
Joint swivel tee
10. Asphalt concrete pavement shall be placed in occordance with the latest edition of V.D.O.T's Rood and Bridge SDceiticolions
with IT' branch
(Section 315). Density will be determined using density control strip as specified in Section 315 and VfM-76. A certified compaction
PROJECT NO.
technicion shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In
addition to checking scorn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the
DAT1E; 1 1�8�01
construction and testing of the density control ip.
21. Approval of these plans shall expire three M years from the dote of the approval letter.
Curb with mobilitybe constructed of locations as shown on the
FIRE HYDRANT ASSEMBLY
Engineerr/Inspectashould
asRdirectedP byons
pion�shee s the V.D.O.T
SHEET 2-CIF:
2
Figure 9