HomeMy WebLinkAbout25-07 Gas Mart Route 7 - Sote & Gas Station - Red Bud - Backfile (2)ffi 9 Itu
_-------- — _. ROUTE 7
�,;;-.....:.��:.+�%.."�""�` VARIABLE WIDTH
IAY-pL7►�` - - _
TF
BOOK 10, PM 376) !!,�
7,�!
` —.— _._. — — Y— �'. �\ � ft �f./` � " ---`-- l/�..---i.� ,. •w """ ` \ \ i\ \ , \a, , ` ' '' i, —'�. , '44�.-• 6 4—' � \ \ / rgt
.a•='.F:r `�-f ,.i -`' _ - _,.,.�_ _ryry..,=,F- , , / .. : ,> J/\ .�' , , lT•� h.,- --__ --._ \ �1 to �\
_ E - _ _. E - ' - E IA , !+ `
t7 / yp w�
._-E-_--n ° ,52ff TkT 2(... �. ' \��\, � \� \\ �'� 7'I �W
t--- -- S 83 05 ,f
` b �
t fl = y �---- f vv �. v v / �/ �C 4-0 0 /
k A) Q.
T.M. 55B-2-1-A // "�l
/A /i/ �� /� / /'HIGH UP DAIRY MART, INC/
V Qj 1,�� �l � / /� / INST. ONE 7B203563
/ ` 4� / /�= `►� / USE: RETAIL
V¢ d T.M. 55-A-37 / ,/� �♦ / / �`�'�1 / s /
/ Q 4 an GASMART, INC. 1/�� �� �' �'' ~� l - / / i� tl � l�-
i' 144
Q`3• p INST. No. 0200529563
ZONE: B2
USE. RETAIL
/ DA=1.9 AC. DA=0.9 AC.
C=0.80 C=0.80 0 . l' l
r°j T.M. 55B-2-1-1 0
WILL.IAM J. KETRON, ET UX ; _/
t
`'� D.B. 859, PG. 23 ,
ZONE: RP
USE: RESIDENTIALco
,
T.M. 55B-2-1-3 & 5
,j / ROGER A. GRONDIN, ET UX '
INST. No. 030017204
IL / `� c; �� I / ZONE: RP
USE: RESIDENTIAL
cATEG O Y 1
� B»
EX. 6' HIGH���E'� BUFFER /
OPAQUE FENCE�I
N
°16 29 •• � '
T.M. 55-A-38
WAMPLER'S MOBILE HOMES 218 96'1
DB 927 PG 1086
SEE PLAT DB 833 PG 1772
ZONE: MH1 USE: MOBILE HOME PARK EX. 6' HIGH -
OPAQUE FENCE
LINE
BEARING
DISTANCE
L 1
S 71 '00'26 " E
56.99'
12
N 69 21 '00" E
J.19'
/ PROJECT INFORMATION
/ SITE LOCATION RT. 7 BETWEEN ECKARD CIRCLE AND BLOSSOM DRIVE
PARCEL IDENTIFICATION N0. 55B-2-1-A & T.M. 55-A-37
\--- --- t� CURRENT ZONING B-2
22 ?`' CURRENT USE CONVENIENE STORE & GAS STATION
sM?? ik-�\ APPROVAL
Q) co/ T.M. 55B-2-1-5A & 7
°) hlNDA KECKLEY TIMBROOK
*cam` / D.B. 760, PG. 1767 FREDERICK COUNTY ZONING ADMINISTRATOR DATE
lONE: 12P *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
USE: RESIDENTIAL FEARS FROM THE DATE OF PLANNING APPROVAL
OVERALL SITE
SCALE: 1" = 40'
•o 20 0 -/i
0
BERRYVILLE PIECE _ US RT 7
PAVEMENT ADDITION
(SEE WP-2 DETAIL - SHEET 2)
2' 4'
VARIABLE VARIABLE
EX. PAVEMENT PROP. PAVEMENT
SECTION (MATCH EX. SECTION)
MILL 12"xi"
TIE IN JOINT
APPLY TACK
COAT
BITUMINOUS
CONCRETE
(015
61
(06
1.5' x
CLAlC
66
(05
9+50
1/4" : I' CROSS
nt== acni �iaC,-, -4.0%
BASE
ESTIMATED PAVEMENT DE51GN
(OR MATCH EX. RT. 1 PAVEMENT)
SURFACE : 2" SM 12.5A
BASE : 3" 5M-25
SUBBASE : S" 215
10+00 10+50 II +00
CULVERT 1-2
DRAINAGE CALCULATION
DA=28 AC. 0(10)=123 CFS
C = 080 O(CAP)=12.4 CFS
1(10)=5.5 V(10)=8.0 FPS
D(10)=15.1 IN.
(015
(010
(0(05
(055
11+50
/, STD. CG-(o
1�7N FACE OF CURB
AT ENTRANCE
NOTE:
STONE TO PLACED AS
IF IT WERE TYPICAL C4G PLAN VIEW
EXTENDED GUTTER DETAIL
NTS
' B" CATEGORY BUFFER - 50' FULL SCREEN WITH FENCE
1 25' ACTIVE -DECIDUOUS
Im' - - - - - =EvERGREEN
50'- - - - - - - - - - - - ---
?k =EVER31REEN
25' INACTIVE 3m' EX. V FENCE
tt�--F'ROF'ERTY LINE
PLANT LIST
bb
Botanic Name
Common Name
Quantity
SIZE
EC
unlperus vlrginlana
Eastern Red Cedar
22
4' HEIGHT
EH
Tsu a Canadensls
Eastern Hemlock
22
4' HEIGHT
SM
Acer Sacharum
I Sugar Maple
22
2" Cal. 545
680 (080
I
F
I
I
(010
I
j GRADE
i
_
- 40' - 15" ADS
665 I
a
� 7 , N-12 g Ia3% _' 665
N9
r:
,
DRY 1RIPRAP,
--�,:.Lu
_.
73
(J
Z3,
61 O I
660 j Y
Z
0 Z- - �� (060
9+50
10+00
10+50 11+00
6TM SEW
3-4
DRAINAGE
CALCULATION
DA=03 AC.
0(10)=4.0 CFS
C=080
0(CAP)=92 CFS
1(10)=55
V(10)=i.l FPS
D(10)=6.9 IN.
J f
WARP GUTTER -------___ TO 0MILL EX. - - -
--- _ _ _- ----- �o MILL EX.PAVEMENT Ex. CG-�o
--- - — PAVEMENT 68 r 6lP
p CCx-6
I Id
(09 e .y . - FLEXIY#.1NE._ -► , 7 - — MATCH EX. GRADE DITCH FOR
All
All
1?E1\ \r�/ \.' POSITIVE DRAINAGE \\\
1'(� EX2B 2` CURB CU-EX. CMP TO BE REMOVED
y.
-_ REMOVE EX. C4G _ - --- - - , .
EX. GG- — ----- PROP b 1 \ �\ r ,�,
AND ASPHALT `- -- �- G. SOEWA�- - `�- ., ` _ 68 -J 18° RCP 6 �� r\ < 6
0
- - -` - -_` ` _- -- E%{• GON __ _ _ 20" DEEP CL Al s CI_ 11(i: cr CONTRO
DRY RIPIR4P 2 r
�. � � ``.15b�� 4• x ��'�\, ``` — _ PP �. \`�\\`
- _ - - - -_ _ 4/�,`r _ ___- _- . ✓-6�our 66g" �. 9 �; 30 ' CCs-Il I E
\r . _ E `- , vDH MOH. —
��\ '�15" CMP ��l°r' / ��/''�' r -- 1 p (l- ;-\ \/ ��-►` , -LF) \ \\\
r -45�-- .,.w �;; i a� '"®U PF, — _ — — - E _ 14— - -- P j/ / \\ `�. % ; `./` \ 51GN C
,✓ ✓ -- __ ' OH WIRES — —E— _ E \ r r \ '\, .--
_ — _ E ANI OEP PRO Rlr$ \, / \ >\ < j` \ I
E — — — — E — 7 \ E —\— — E — — — — E — — \''F/1 — --E `- = E n ABONDON STORM .. s �`',' ECsRESS E :'\ ;\ \ j
Pp SEW. IN PLACE 0 0' .
\� 34i/ " -- - _:,, �-PP TO BE
\ {{ ,�, 1 ✓� 40 - 15 ADS O I 'i0 6 -- RELOCATED
o� t
N-12 � Ll3io to r _---
� � ' �'e' • -p REMOVE PORTION ,%`,, PARKINS SPACES TO BE
y
✓ , / r I -I I y�r i �' li 612 OF�RET. WALL REMOVED FROM vDOT R/U1 \ \
/ = �- 4 U W 'RP G TTER ASPH PARKING LOW
l �
1160
/
Ex .CG TO. PE A: Cp 'fir
REMOVED ' ' lr�,
�L --- MATG I EX. i MkFp
TG EX�
• MILL EX. L1 T/W=193
,-- -- 1
PAVEMENT �� CON
EX. ONE STORY BLDG.
ASPH. PARKING LOT r FF=612.0AF
ENTRANCE RELOCATION PLAN
SCALE: 1" = 20'
CATEGORY "B" BUFFER
REQUIRED 3 TREE PER 10 L.F.
220/10=22 X 3=66 TREES
PROVIDED 66 TREES
44 EVERGREENS
22 DECIDUOUS
x
S 1
�� rf
✓ 4
EX. ONE STORY BLDG-
20 10 0 20 40
/,
a
z
cc
W
W
z
z
WCQ
o
LID
to
C
0
a.�
'~
00
L
U
Z~'
�c,
x
L0 C\j
a�
Lu
(u
U
0It
A.
�A
Q) o
o wco
w
w
W
0
o
0
Z
O
H
O
z
CD
z
a
W
�
z
�
a
a
a
0
w
P,
A
w
a
04
TH OF
LAkRK-/D�SMITH
NO.022837 W
SIONAL
i�
>
�
Q
�
ti
�D
U
W
O
O
�
U
w
Q
�D
W
'4
DATE: 1/12/07 1
SCALE: AS NOTED
DESIGNED BY: EJG
FILE NO. 4639
SHEET 1 OF 2
07-04
GEOTEXTILE
FABRIC —
SECTION A -A
MIN. 3S
5 MN, w x
IT
GEOTEXTILE
FABRIC —
S MN.
nFTAII 2
- t SECTION A -A
9
TYPE OF OUTLET PROTECTION MATERIAL
MAXIMUM OUTLET
VELOCITY
(FOR DESIGN STORM)
MINIMUM "T"
CLASS 1
EC-3 TYPE 8
6 fps
NA
CLASS 2
CLASS Al DRY RIPRAP
B fps
20"
CLASS 3
CLASS I DRY RIPRAP
14 fps
26"
CLASS 4
CLASS II DRY RIPRAP
19 fps
38"
m
c
N. 3S
11 VJLI\ , /'VILE JI ILL 1 r1VJ
JtC I IVIV H-H
EC-1
S
NOTES;
1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION
OUTSIDE THE CHANNEL WIDTH (W).
2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL
OR ENDSECTION IS SPECIFIED ON THE PLX4S, CONSTRUCTION IS TO BE IN ACCORDANCE
WITH DETAIL 2 SHOWN ABOVE.
3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3..AN7 4 MATERIALS IN
ACCORDANCE WITH THE SPECIFICATIONS.
4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT.
H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL DR ARCH
CULVERT.
5. PLAN AND SECTION DETAILS DEPICT CLASS 2, 3, AND 4 MATERIALS. FOR CLASS 1
INSTALLATION DETAILS SEE EC-3 TYPE 6 STANDARD DRAWING.
x USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH
OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND.
OUTLET PROTECTION MINUMUM LENGTH (L)
TYPE A INSTALATION
3H
TYPE B INSTALLATION
5H
$Atiti
RUMIACE
204 CULVERT OUTLET PROTECTION
245 VIRGINIA DEPARTMENT OF TRANSPORTATION REV, 9/06
303
414 114.01
I Y I xx STREET APPROACH SAME
411 A-1 SURFACING AS MAINLINE
(RADIUS TO BE AS I I ROADWAY
SHOWN ON PLAN61 N C C
I
— — — — — — CRADIUS TO BE AS
RACIAL )JBNATI SHOWN ON PLANS
CURB AND 6T)TTE
csT•D. c-B�
SIDEWALK
I x
°3I I MI FLOWILIII
E)PANSION JON7 to
_ I v
NDTE� WIDTH -B- W-p- OR AS W MAI ROADWAY
SHOWN ON TYPICAL SECTION. A-1
PLAN VIEW
,.
In I
CLASS AJ s i. i. i. ► i •'s. —
(H..5.1 s. • �. • ►. ►• —
CONCRETE '
EXPANSION JOINT
SECTION C-C
® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE.
WHEN THE ENTRANCE RADICANNOT ACCOMMODATE
THE TURNNG REQUIREMENTS OF NITK:PATEO HEAVY
10'PARABOLIC CURVE
TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK M CURB
RAMPSWITHINLIMITS OF THE RNASHOUD BE
B xYA%
EDGE OF SHOULDER OR a I
7E
D
OPTIONAL FLOW LINE
fI
MANLINE ROADWAYUDE
` —' — —
— — -- — --
WHEN ST'D. CO-11 IS USED FOR ENTRANCES BOLT
— -- — N GONJUNCTK)N WITH VOOT PROJECTS. PLEASE
OPSEYCRANGE
_ _
'- D NOTE THE FOLLOWING
' YN• FOR T TH ET
~�"�"
,`}",� MAINIMF PAVEMENT gHA�,L BE CONSTRUCTED
TO H! R/W LINE IE%CEPT ANY STRIUCTE
USCRADE
QQEN
STABILIZATION REQUIRED FOR MANURE
41RABL T FOR COMJERCI
PAVEMENT WHICH CAN BE OMITTED N
THE ENTR)N I
SECTION A - A
V-tl RADIAL CURB OR CM13NATION CURB
GUIDELINES FOR GRADE CHANGE D
AND
eEEiONpp THEE SHALL LNETE%CEP�T FOR
REPLACEMENT PURPOSES.
WHEN USED N CONJUNCTION WITH STANDARD
ENTRANCE VOLUME DESIRABLE
MAXIMUM
CG-S OR CG-T.THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED TO MATCH THE
MOUNTABLE CURB CONFIGURATION.
HIGH (YORE THAN 15OD VPD) 0 X
3 %
MEDIUM (500-1500 VPD) i 3 X
B :
SEE STANDARD CG-12 FOR CURB RAC DESIGN
TO BE USED WITH TH)S STANDARD.
LOW (LESS TAM) 500 VPD! se 2
as
jK AREINDICATEOF
QUREDW 0
,Pj`LANSLOW PROVIDE
DRAINAGE ACROSS THE ENTRANCE.
WARPING
CUTTTEERNTO
PPORTITIOON OF PPRECLUDEIRE ONDING OF WATER.
6REF�NCE" METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
502 AND COMMERCIAL ENTRANCES `A2.0MVII INIA DEPARTMENT OF TRANSPORTATIDN
x1,.rf
k:
_- -- -- zILLS IKYVPERRpSTED SPEEDWH--
P
a
WP-2
EXISTING PAVEMENT
PROPOSED PAVEMENT WIDENING
PROPOSED ASPHALT
MIN.
12
CONCRETE SURFACE
COURSE
MINIMUM 155 Ib/yd'
SAW CUT 3 INCHES
AND REMOVE EXISTING
ASPHALT TO FORM
3..
A BENCH JOINT
;EXISTING
PROPOSED
ASPHALT TACK COAT
AVEMENT
PAVEMENT LAYERS
REQUIRED
INSERTABLE SHEET A187
EXISTING PAVEMENT
PROPOSED PAVEMENT WIDENING
PROPOSED ASPHALT MIN_
CONCRETE SURFACE COURSE 12
MINIMUM 165 Ib/yd'
SAW CUT A MINIMUM
OF 2 INCHES AND REMOVE
MATERIAL TO TOP OF
AGGREGATE. EXISTING PROPOSED
PAVEMENT PAVEMENT LAYERS
ASPHALT TACK COAT
REQUIRED
EXISTING
PROPOSED
EXISTING
PROPOSED
AGGREGATE
AGGREGATE LATER
AGGREGATE
AGGREGATE LAYER
SUBGRADE
SUBGRADE
PAVEMENT CONSTRUCTION
JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL
(EXISTING PAVEMENT OVER
6'' IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH)
(DRAWING NOT TO SCALE)
(DRAWING NOT TO SCALE)
END OVERLAY
NOTES:
MIN. 100'
1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT,
SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER.
TAPERED EIJD MUST
BE APPROVED BY
2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS.
ENGINEER
3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW
PAVEMENT ABUTS EXISTING PAVEMENT.
4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED
PER VDOT SPECIFICATIONS.
SEE CONSTRUCTION
JOINT DETAIL
5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTIHJG PAVEMENT
PRIOR TO OVERLAY.
IPAVEMENTI
6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT
WIDENING
CROSS -SLOPE AND PAVEMENT DRAINAGE.
7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF
165 LBS/SQ YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER
SEE CONSTRUCTION
THE LIMITS OF WIDENING.
JOINT DETAIL
8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE
A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER.
i
9. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TOTHE REQUIREMENTS OF SECTION 315.05(c) OF
THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET
TAPERED END MUST
STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS.
BE APPROVED BY
THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS
ENGINEER
WITH THE PAVEMENT SURFACE SHALL NOT EXCEED 114".
MIIN.'00,
10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN
PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER.
BEGIN OVERLAY
PLAN VIEW
(DRAWING NOT TO SCALE)
303.02
PAVEMENT WIDENING
VIRGINIA DEPARTMENT OF TRANSPORTATION
ONE_- -
j
SPECIFICATION
REFERENCE
315
TE 7 _"_�_F` WIDE WHITE fI
__- -- VA. R/W ---_ THERMOPLASTIC
R1=MOPE PORTION VARIABLE WIDTH - STOP eAR
OF STRIPING _ _ _ .____ AY PLAT
PROPOSED STRIPING _ 1G�-IW
- ,
OOK 10 PG3?5) __ —! = —_-�
B �'
_-� 1 r _ 'N \
-SH HT DISTANCE EXCEEDS 645' STAR 5(C�i \ �.\� \\
SIGHT DISTANCE EXCEEDS 645 _ =71
__ - �! /�\///
ONLY
s �` �- - _- Rf NTH RN /� \�\
NOTE: STOP SIGNS TO BE MOUNTED AT 7' TO THE BOTTOM OF THE SIGN
3 II x @17 . 241'�WIDEElll iTF.,, >
.; 0 3 T1=1ERMCOPI.,4�T(Gi ` ,r �/ / ti/ /�`_ •
24" WIDE WHITE 570P 51CN / ; P� , \`�/\
APPROX. LOCATION OF THERMOPLASTIC (05' r' /� �� ,� � ,,� \! / \ ; 1
EXI5TING SIGN TO BE REMOVED STOP BAR PRO R Sa� . rr �, /, - �I co
•f
EGRESS E
r Tim
(1 r� � ♦ / ♦ / Rl-1 FF��
I/ V� '✓ l l I�.
STQ APPROX. LOCATION OF \ `� , .,r : / N
J
JEXISTING GAS MART SIGN
/ EXISTING STOP SIGN
EXISTING "DO NOT ENTER" SIGN
R N /
STRIPING & SIGNAGE DETAIL
SCALE: 1" = 20'
rl
to
o
co
4 l
ri 10 ri 20 • o
ri
a
z
CC
W
W
Z
z
Wo
,O
CD
00
Q.�
� 00
CD
U
Z
I
�
crj
x
LO C\
O
W
�
0 't
�L()
OD
U
Lt , •=
E
w
(U O
d
d
{�, N
(]D Lr
W co
0
CL
z
z
�
O
W
O0
U
C_
Z
O
z
rj
z
z
W
z
a,
a
�
a
�
w
a
A
W
�
y
5
a
W
W
Q
o
�
Z`
TH OF
R v v `Y,1
MARK D, SMITH
No, 022837
I em;pl
SjONAL
1
E-
.�
/
0
Q
I`_"
H�
�D
x
U
�
�Q
�w
W
Q
4
DATE: 1/12/07
i
SCALE: l: 20
DESIGNED BY: EJG
FILE NO. 4639
SHEET 2 OF 2
07-04
I-