HomeMy WebLinkAbout33-99 Frederick Motor Co. - Stonewall - BackfileCn
a
U
rn
m
0
0
Ln
d
0,
3
w
0
I
En
m
0J
CD
L
L
0
0
L
L
01)
C0
CD
GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
C3
EXISTING INTERMEDIATE CONTOUR
�� = 2000'
5GALE: 1"
`4
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
33 `�"-�-----~_�`�
� '� •
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
EXISTING INDEX CONTOUR
330.,
��
W
E
County construction standards and specifications and/or current VDOT standards and specifications.
and Sediment Control Regulations and any other state, federal, or local regulations
��
0
W
o
applicable. In the event of conflict between any of these standards, specifications or
PROPOSED CONTOUR
40
o
��G� �o> z
Z
N
o
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
plans, the most stringent shall govern.
EXISTING EDGE OF PAVEMENT
-.-.------- EX E_P _
�
<
rn
O
00
must be provided prior to issuance of the site development permit. The approval of these plans in no way
the developer his the contained in the Virginia Siltation and Erosion
PROP E/P
�
�
cD
_
.o
-
relieves or agent of responsibilities
P g p g
V2.
All construction shalt comply with the latest U.S. Department of Labor Occupational
PROPOSED EDGE OF PAVEMENT
��'
Z
N
I
Control Handbook.
Resident Engineer, Virginia Department Transportation
Safety & Health Administration and VOSH Rules & Regulations.
EXISTING CURB AND GUTTER
EX C&G
RT. 37 i''
W
Ld Q
OD N
CA
3.
A permit must be obtained from the Office of the of P
V3.
When VDOT
PROP C&G
(VDOT) and Frederick County prior to construction in existing State right-of-way.
working on right-of-way, all traffic control, whether permanent or temporary,
PROPOSED CURB AND GUTTER
Rr�Fs
%
Q C�
- rn
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT s work area protection manual.
1
Furthermore, all traffic control flaggers be in VDOTs
�. �3 �,1, ;. 5/ T d
�3 'PT
Q
a
d CV 3
required under State law.
q
must certified accordance with
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
�� 6 d
Q 6 ROA
>
�(V a
I1
PROPOSED TELEPHONE LINE
T T
^�'' yt
n "
5.
The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
EX. 15 RCP
�'�
Z
w
iv
with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation
P Y P P 9 P P
V4.
Design features relating to construction or to regulation, control and safety of traffic may
g g g Y Y
EXISTING STORM SEWER
-�.
�� �J �T
W
0 F-
Z °'
(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
be subject to change as deemed necessary by VDOT.
PROP. 15" RCP
v �� �� i��c�
w
O= ��
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
Virginia Department Transportation (VDOT) Guard Rail Paved Ditch Specifications.
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
�� '�'P
��i
W
_
U
C Q
of and
�� ��' QQ'
w
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
EXISTING SANITARY SEWER
�'
Z
3
_J Q I
representative of the developer must be available at all times.
V6.
If required by the local VDOT Residency Office, a pre construction conference must be
PROPOSED SANITARY SEWER
PROJECT INFORMATION
L
ILd
- LL w
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
Control Devices (MUTCD).
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
rn
L_
PROPOSED ELECTRIC SERVICE
E E
(D 0
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
Q)
embankment.
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
G
STREET ADDRESS 1302 MARTINSBURG (PIKE
�
- >
9.
All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
ins ection.
P
PROPOSED GAS LINE
WINCHESTER, VA. 221603
MAGISTERIAL DISTRICT STONEWALL
o
�
LanV8.
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPERTY LINE
PARCEL IDENTIFICATION NO. 43-((A))-35
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
adjacent public roadway through construction and maintenance of a construction entrance
LOT AREA 7.2 ACRES
on the plans and as required at the field inspection.
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FENCE LINE
x x * X X X X X - - X
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
EXISTING POWER POLE
�}
DISTURBED AREA 8,000 S.F.
CURRENT ZONING M-1
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
EXISTING TELEPHONE POLE
CURRENT USE WHOLESALING &WAREHOUSE
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
PROPOSED USE WHOLESALING & WAREHOUSE
one litter receptacle shall be provided at the construction site.
and at the end of construction.
EXISTING FIRE HYDRANT
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to
P q g /P
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATER VALVE
w � `"�
SETBACKS - BUILDING: FRONT: 75' PR(OPOSED FRONT: 149.90'
SIDE: 25' SIDE: 63.53'
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
REAR: 0' REAR: 495.00'
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
PROPOSED WATER METER
o
condition at all times.
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
HANDICAP RAMP (CC-12)
BUILDING HEIGHT: MAX. ALLOWED = 60' PROPOSED = 18'
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
DENOTES LOCATION OF STD VDOT
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
pkOR JCONIcTIONAN
S
SIGNS: NONE PROPOSED
>_sheets,
and connections to existing lines.
ANDAAD
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PARKING INDICATOR
Al2
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
prior to placement of fill.
INDICATES THE NUMBER OF TYPICAL PARKING
SPACES
OUTDOOR LIGHTING: NONE PROPOSED
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadwa fill base, subsurface material and back fill of utility/storm storm sewer trenches shall
y � Y/
SANITARY MANHOLE IDENTIFIER
12
DUMPSTER: NONE PROPOSED
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
be compacted in 6 lifts to 95% of theoretical maximum density as determined by
�
O
prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
P 9 Y 9 9
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
STORM DRAIN STRUCTURE IDENTIFIER 6
2
utility verification and the proposed construction.
Q
performed by a qualified independent agency shall be conducted as required in the VDOT
PARKING CALCULATIONS
W
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
EXISTING SPOT ELEVATION
712.0
REQUIRED PARKING
®
E-
result of his construction project within or contiguous to the existing right-of-way.
final VDOT approval.
WHOLESALING/WAREHOUSE = 1 SPACE PER EMPLIOYEE
E'
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these
PROPOSED SPOT ELEVATION
12.32
SALES ROOM = 1 SPACE PER 400 S.F.
O
V
W
'� Q >
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
plans
and further where determined necessary by VDOT Inspector.
EXISTING TREE DRIP LINE
WHOLESALING/WAREHOUSE = 4 EMPLOYEES = 4 REQUIRED SPACES
<C
U
development permits.
SALES ROOM = 840 S.F. = 3 SPACES REQUIRED
a Ia
Ei
19.
The developer will be responsible for the relocation of an utilities which is required as a result of his
P P Y q
V15.
The installation of an entrances and mailboxes within an dedicated street right-of-way
Y Y 9 Y
EXISTING TREE
'z`��
} �^'� , f =� 1 5" FIP,;k
15' `0
TOTAL SPACES REQUIRED = 7
�
Z
project. The relocation should be done prior to construction.
shall meet VDOT minimum design standards and is the developers responsibility.
" ' _} `�AK 7
~`ry
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
HANDICAP PARKING
1 THRU 25 = 1 SPACE REQUIRED
[w+
O O
U) U
in accordance with state law. In the event gravesites are discovered during construction, -che owner and
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
engineer must be notified immediately.
acceptance of work. Unit and total prices may be obscured.
EX. SPACES = 16
Q W
E- C� X
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROP. HANDICAP = 1
TOTAL SPACES = 17
W U1
U) CD
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
~ a
W
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method ".A" per standard
account receivable basis.
W O
•--� ,� Q
W
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
F.A.R. CALCULATIONS
p,,
a'
professional engineer and results submitted to Frederick County prior to pavement construction. If a
has been it supersede the requirements in this note.
�r�r
TRIP GENERATI®N DATA
LOT AREA = 321,132 S.F.
O
V
W
E w
eotechnical report prepared, should
9 P
EX. 2 STORY BLDG. = 15,036 S.F.
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
PROP. BLDG. ADDITION = 3,144 S.F.
TOTAL = 18,180 S.F.
Z
`-4
_
(r
O O 0 0
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
18,180 S.F./321,132 S.F. = 0.06 (F.A.R.)
O
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
W
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
THIS REVISION
WILL
NOT
W
Water/Sewer: Frederick County Sanitation Authority
FFECT TRIP
GENERATION
T.
P.O. Box 1877
Winchester, VA. 22604
U.
(540) 868-1061
Phone: Bell -Atlantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
MISS UTILITY 1-800-257-7777
Power: Allegheny Power
Vi�li �:y e'. '` '"
P.O. Box 1458
se Irr�sL5y(LL� l
Hagerstown, MD 21741
`.
1-800-654-3317
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
DATE
REVISION
SEAL COI VER SHEET
(540) 869-1111
08-05-Q4
PER F.C.P.D. GOMMFNTS
Project Name:
FFEIDEfRlOt"10TOF,
T
Owner: Address, Including Zip Code & Telephone No.
,2 1302 MARTIN55URG PIKE
U MARK D. SMI H 6AME A& ,45OVE WINCHESTER, VA 22603
(540) 661-6440
No.022837�
Developer: Address, Including Zip Code &Telephone
No.
`.I01VAL 5AME 45 AE30VE
SHEET
INDEX
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GFREENWA'' ENGINEERING WINCHESTER, VA 22602
COVER SHEET
SHEET 1 OF 2
PROFESSIONAL SEAL & SIGNATURE (540) 662-4185
REVISED SITE PLAN
SHEET 2 OF 2
APPROVAL
THESE PLANS ARE IN CONFORMANCE WITH
DATE:
06-10-99
CITY OF WINCHESTER STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE.
IN THESE PLANS SHALL BE APPROVED B t� �� S
SCALE:
N/A
THE DIRECTOR OF PLANNING PRIOR TO
DRAWN
BY:
CONSTRUCTION.
CAS
�c�g�i`'t!G- �if �rMnsiST�ZrFr�F2, O� DATE
FILE NO. 2387
* SITE PLAN VALID FOR (5) FIVE YEAR'S FROM DATE OF APPROVAL
SHEET
1
OF 2
cn
a
U
rn
cn
m
0
0
m
a
z
Q
J
W
H
cn
LC�
CD
m
m
cv
/
a
L
U)
/
L
CD
Nz
L
a)
m
m
/
0
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE 5TAKE5. 2. EXCAVATE A 4X 4' TREW-H
On -SLOPE ALONG TW LIFE OF
5TAKE5.
6
4'
3. 5TAPLE FILTER MATERIAL 4. BACKPILL AND COWACT
TO 5TAKE-5 AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
r
SHEET FL OH IN5TALLATION
(1nEF_5PEGTIVE VIEYVI
FLOWN
POINT5 A 5HOM0 BE Hl6HER THAN POINT B.
DRAINAGENIAY IN5TALLATI0N
(FRONT ELEVATION)
Y_iSRGE Mdtee f w betdk#kr of -Vm aV Fdrk Finer R rt, v fa- _-o*� Cafrol.✓A f tCfi Alf 305
mad
6
3
01 T 132
O�
i2
i
INC
T.M. ��NT�`�' 120
SUN��L 88o
z I D ZoN P:5TI21 p'L
IN
061
m z 38 �R W 4�� /
m o q T.M IL_ EP` 6o8 N 53
o ZoN� IND U5T�1
Q j U5� �
LT
SF
I� X X X—X x—�
x
f
I 6ql— _ x 6�G 75 v 691,64
. _ 69G.Ei4 x�
J j `
Y t � b/gl/ %
x c.41.88 r
_ - - - T.M. 43-A-35
-
EX
.6p1 {. AARON M. MARTRE55A M. ZUCKERMAN
691,14 D.B. 553 PG. &50
6
r— - ZONED: M-1
ry \� USE: SCRAP YARD
l f�J e 9y j --EX . 6-RAVEL AREA-
-t
FP
rICCI r aV PROP. 12'xl2'
GONG. PAD
' ( W/METAL ROOF
� 64.n6
WAkEHO05E
`j 800 5. l+1 ry 94.97 PRCt�. 20'x2O'
93.1 LOADING DOCK -
PROP. ADEI TION x A/METAL ROOF
Z �
F.F. = bg.g6
V j ,� kJ REHOUSE s -/
694'75 H 6986a� `69a Q x
I ( � r b? J.55 . - /
!� - ii - PROP. 5 C ONG.
() u. SIDEAALK,.
I I 1,?C J EX, 6-RAVEL AREA--
�� xham t23
!R ^l t x 694,48--'
t
tit UJI �1i ` �� E __- G�i j PP �' ! \0
GONC. Vr?H
MONUMENT -- -I /
i EX :? EMPL � 'KEE `� , ` �_ - !` Ip 1 PARKIN& _SPACE S
ELM4 � :. C:fIAINxI.IN< FENCE
w 34 S'i" " ELi
s
iI XUA �,t �' 'S, 1 ¢ 1" ELM
ti
ELM EC M
I l x� " 5PR ���I O 0
2I�'GF �, r1 � EL
t / G
l� » F -r >~��I<"=;I5 38 031 '20" E
`1 '-�-- ! .. L; 1 qq q5 40.00'
_ `
W
�T 23
O pP` -O
TK
1
q
NOTE: PROPOSED PARKING SPACES SHOWN HEREON
ARE TO BE MARKED AITH A DURABLE PAINT AND
CLEARLY 10ENTIFIED.
ER05ION AND 3E01MENTATION
/
616 3q
/ i5�58
5
I. ORAINAOE DITCHES AND SEDIMENT BARRIER MUST BE
INSTALLED AT THE BEGINNING OF LAND DISTURBING
AG TI VI TY.
2. ALL D15TURBE0 AREAS TO BE REVEOFTATEO AS SOON
A5 POSSIBLE AFTER GRADING.
3. SEDIMENT BARRIERS AND ACCUMULATED SILT TO BE
REMOVED AFTER 1715TURBED AREA 15 REVE&ETATED
OR STABILIZED.
4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE
KITH THE VIR61NIA EROSION $ SEDIMENT CONTROL
HANDBOOK.
/ a
CURVE TABLE
OUR 1/E
RADIUS
ARC LENGTH
J6H0. LENGTH
GHD. BEARING,
DELTA ANGLE
TANGENT
Cl
35.00'
1 86.5q'
1 66.14'
5 14°5347" AI
141°45'06"
100.q-V
ER05ION NOTE LEGEND
5F X X
SILT FENCE
30 15 0 30 ro0
SCALE: 1" = 30'
Z
W
uj
�Z
V
Z
W
0
,n
�
�
c\l
It
It
'
Lo
(m
�
Z
x
Lo�
uj
w
0 O
,0
H w
o)
a) 0
a) >,
Q)
fy
b oc)
� �0
p
z
a
rL
O
w
Q
co
W
E�
~�
�Q
U
Z
�E
w�D
O
w
w�D
V 1
Q�
O
o
W
�.4Q
N4
V
w
�y
o4
o
01
W
cn
o
w
Ir
LL
DATE: 06-10-99
SCALE: 1" = 30'
DRAWN BY: CAS
FILE NO. 2387
SHEET 2 OF 2
Cn
Q
U
01
3
Q
w
0
c�
i
a
C.0
m
cm
CU
0
L
U7
/
L
0
4-1
7Z
U
L
0
0
L
00
m
cv
0
i
JO
D
CENERAL NOTES
VD0T CENERAL NOTES
LEGEND
VICITITY MAP
0
z
EXISTING INTERMEDIATE CONTOUR
J� SCrAL.E" 1" 2000' �� d
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
EXISTING INDEX CONTOUR
33
330
W
VDOT
County construction standards and specifications and/or current standards and specifications.
and Sediment Control Regulations and any other state, federal, or local regulations
40
I��
'uio
W
o
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
plans, the most stringent shall govern.
PROPOSED CONTOUR
EXISTING EDGE OF PAVEMENT
EX E P
/
y�(i� co z
<
z
(V
0
if)u
00
must be provided prior to issuance of the site development permit. The approval of these plans in no way
developer his the in the Virginia Siltation Erosion
PROP E/P
rn
� �
�'
�
�
_
� -
-
relieves the or agent of responsibilities contained and
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
PROPOSED EDGE OF PAVEMENT
C&G
-�
N
I a
3.
Control Handbook.
A be from the Office of the Resident Engineer, Virginia Department of Transportation
Safety &Health Administration and VOSH Rules &Regulations.
EXISTING CURB AND GUTTER
EX
RT. 37
�f''
w Q
(D 00 j
permit must obtained
V3.
When
PROP C&G
Z Z_
LO
(VDOT) and Frederick County prior to construction in existing State right-of-way.
working on VDOT right-of-way, all traffic control, whether permanent or temporary,
PROPOSED CURB AND GUTTER
l'FS f -�-
Q
o rn
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's work area protection manual.
P
Furthermore, all traffic control flaggers be in VDOT's
�3?3N 5� / E
T d
J
c� 3
re uired under State low.
q
must certified accordance with
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
,� -
, h
�' Q
d
66i ROA
>
=
N C
`'r
„
PROPOSED TELEPHONE LINE
T T
�4{t F
-
5.
The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
n
EX. 15 RCP
'���"�,"
�. rCs R ;�.:
��
LL
Ld
Count Representatives, and Representatives of the Virginia Department of Transportation
with the Developer, y p p g p p
V4.
Design features relating to construction or to regulation, control and safety of traffic may
9 9 g Y Y
EXISTING STORM SEWER
-►
�
�!4 �� �J� �pT't',�-c�s�����''
(�
Q �
Z � �
ZO
(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
be subject to change as deemed necessary by VDOT.
PROP. 15" RCP
�� ��ti
��
z
It
T_
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
Virginia Department Transportation (VDOT) Guard Rail Paved Ditch Specifications.
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
-.
U� �� 'P
�,F,�
W
_
..
of and
�� ��' k�,�
J X
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, aw
land use permits for any work on VDOT right-of-way.
EXISTING SANITARY SEWER
t
Z
?
w Q I
representative of the developer must be available at all times.
V6.
If required by the local VDOT Residency Office, a pre construction conference must be
PROPOSED SANITARY SEWER
s
PROJECT INFORMATION
Li -
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
Control Devices (MUTCD).
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
%
PROPOSED ELECTRIC SERVICE
E E
rr
N
N 0,
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
embankment.
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
e
STREET ADDRESS: 1302 MARTINSBURG PIKE
v
9.
All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
inspection.
PROPOSED GAS LINE
WINCHESTER, VA. 22603
MAGISTERIAL DISTRICT STONEWALL
c
o
�
�L-
W(n
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPERTY LINE
PARCEL IDENTIFICATION NO. 43-((A))-35
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
adjacent public roadway through construction and maintenance of a construction entrance
LOT AREA,: 7.2 ACRES
on the plans and as required at the field inspection.
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FENCE LINE
DISTURBED AREA, 8,000 S.F.
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
through construction.
EXISTING POWER POLE
CURRENT ZONING M-1
be minimum 6" diameter and conform to VDOT standard SB-1.
EXISTING TELEPHONE POLE
CURRENT USE: WHOLESALING & WAREHOUSE
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act-, no less than
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
�a
PROPOSED USE: WHOLESALING & WAREHOUSE
one litter receptacle shall be provided at the construction site.
and at the end of construction.
EXISTING FIRE HYDRANT
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
V10.
All water and sewer fines within existing or proposed VDOT right-of-way are to have
g p P g y
EXISTING WATER VALVE
w e -�+
SETBACKS - BUILDING: FRONT: 75' PROPOSED
SIDE: 25'
FRONT: 149.90'
SIDE: 63.53'
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
minimum 36 cover and, when possible, to be installed under roadway drainage facilities.
REAR: 0
REAR: 495.00
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
PROPOSED WATER METER
o
condition at all times.
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
HANDICAP RAMP (CG-12)
BUILDING HEIGHT: MAX. ALLOWED = 60' PROPOSED = 18'
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
DENOTES LOCATION OF STD VDOT
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
CG-12 AND/OR JURISDICTIONAL
SIGNS: NONE PRZOPOSE_D
>_
sheets, and connections to existing lines.
STANDARD AMP CONSTRUCTION
be in
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PARKING INDICATOR
12
z
15.
All sanitary sewers and water mains and appurtenances shall constructed accordance with the current
prior to placement of fill.
INDICATES THE NUMBER OF TYPICAL PARKING
SPACES
OUTDOOR LIGHTING: NONE PROPOSED
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadway fill base, subsurface material and back fill of utility/storm storm sewer trenches shall
Y Y/
be compacted in 6" lifts to 95� theoretical density determined by
SANITARY MANHOLE IDENTIFIER
12
DUMPSTER: NONE PROPOSED
Z
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
of maximum as
prior to construction. The contractor shall inform the engineer of an conflicts arisingfrorn his existing
P g Y g
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
of an dedicated street right-of-way. At the direction of VDOT Inspector density tests
STORM DRAIN STRUCTURE IDENTIFIER 0
E-a
2
�,
utility verification and the proposed construction.
Y 9 Y P Y
,._,
performed by a qualified independent agency shall be conducted as required in the VDOT
PARKING CALCULATIONS
Q
w �,
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
EXISTING SPOT ELEVATION
712.0
REQUIRED PARKING
Q
0
E-
result of his construction project within or contiguous to the existing right-of-way.
final VDOT approval.
WHOLESALING/WAREHOUSE = 1 SPACE PER EMPLOYEE
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these
PROPOSED SPOT ELEVATION
12.32
SALES ROOM = 11 SPACE PER 400 S.F.
Z O
V
>
(�
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development
plans
and further where determined necessary by VDOT Inspector.
EXISTING TREE DRIP LINE
WHOLESALING/WAREHOUSE = 4 EMPLOYEES = 4 REQUIRED SPACES
� �
U
Z
permits.
�. a`�`
SALES ROOM = 840 S.F. = 3 SPACES REQUIRED
a Q
<� E-4-4
19.
The developer will be responsible for the relocation of an utilities which is required as a result of his
P P Y q
V15.
The installation of an entrances and mailboxes within an dedicated street right-of-way
Y Y 9 Y
f`.�
?',
TOTAL SPACES REQUIRED = 7
�4
�+ �-�
project. The relocation should be done prior to construction.
shall meet VDOT minimum design standards and is the developers responsibility.
EXISTING TREE
5" O- �� y 15"
, 1 OAK ��_ �' PiriE
''
� 1
W �
®
Q'-
w
20.
These identify the location known Gravesites shown on this will be
HANDICAP PARKING
W
O E , O
plans of all gravesites. plan protected
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
1 THRU 25 = 1 SPACE REQUIRED
in accordance with state law. In the event gravesites are discovered during construction, t'le owner and
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
Q
engineer must be notified immediately.
acceptance of work. Unit and total prices may be obscured.
EX. SPACES = 16
W
C- 4 O ;
f:4
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROP. HIANDIC.AP = 1
TOTAL SPACES = 17
O
0 `-°
p;
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
account receivable basis.
w
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
F.A.R. CALCULATIONS
Q,
TRIP GENERATION DATA
professional engineer and results submitted to Frederick County prior to pavement construction. If a
it the in this
LOT AREA = 321,132 S.F.
W
E , W Pr-,
eotechnical report has been prepared, should supersede requirements note.
g P p p P 9
EX. 2 STORY BLDG. = 15,036 S.F.
�D Z
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
PROP. BLDG. ADDITION = 3,144 S.F.
TOTAL = 18,180 S.F.
Z
X
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
18,180 S.F./321,132 S.F.. - 0.06 (F.A.R.)
O
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
w
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
OO
THIS REVI
SYON WILL
NOT
W
Water/Sewer: Frederick County Sanitation Authority
FFECT TRIP
CENERATION
W
P.O. Box 1877
Winchester, VA. 22604
LL
(540) 868-1061
Phone: Bell -Atlantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
MI UTILITY 1- - - 7
Power: Allegheny Power
? A aj � n c .
t' +.31 1� ' r_ 6 6P LJ ir"
P.O. Box 1458
L
Hagerstown, MD 21741
�� 7V
1-800-654-3317
-
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
DATE
REVISION
SEAL
CO VER
SHEET
(540) 869-1111
05-05-Q4
FER F.C.P.D. COMMENTS
Project Name:
F 1:)f C M��i
EOM
1�
z
Owner: Address, Including Zip Code & Telephone No.
1302 MARTIN55URG PIKE
6 AME ,46 r45OVE
WINCHE6TER, VA 22603
o
U MARK D. SMI H
(540) 661-a440
No.022837
Developer: Address, Including Zip Code & Telephone No.
0 Iq �
SHEET
INDEX
SjoNAL
5 AME 45 A80VE
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWA)" ENGINEERING
WINCHESTER, VA 22602
COVER SHEET
SHEET 1 OF 2
PROFESSIONAL SEAL & SIGNATURE
(540) 662-4165
REVISED SITE PLAN
SHEET 2 OF 2
THESE PLANS ARE IN CONFORMANCE WITH
APPROVAL
DATE:
06-10-99
CITY OF WINCHESTER STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
SCALE:
N/A
THE DIRECTOR OF PLANNING PRIOR TO
DRAWN
BY:
CONSTRUCTION.
CAS
DtRr:_=R a�,�r,✓ A� .�✓i5%are ATE
FILE NO. 2387
* SITE PLAN \VALID FOR (5) FIVE YEARS FROM
DATE OF APPROVAL
SHEET
1
OF 2
lot
CONSTRUCTION OF
A SILT FENCE
(WITHOUT WIRE
SUPPORT)
1. SET THE STAKES.
2. EXCAVATE A 4X 4' TREK-H
WaOFE ALON6 TFE LIFE OF
3 STAPLE FILTER MATERIAL
TO STAKES AND EX7EW
/T INTO THE TRENCH.
v
4.
4. BACKPILL A.W COWACT
TW EXCA VA TE9 501L.
FLOM
SHEET FLOW IN5 TALLA TION
(PERSPECTIVE VIEVV
FLOW
P011,17-5 A -'WaLl? BE H16WR THAN POINT B.
ORAINAC-ENA'r 11,15TALLATION
(FRONT ELEVA T/ON)
5a#;Y,E AdTW #vm k"Mm of 5hW ad fitrk FAW Awta for 500n VA DqtAAM
-%wwod ad Njai
LNGTv
eoU
.'NV IN=(_-�5.6?'
M
Fo-
BEN 12- (0
��UNE3f-::L- 0
EX) 0-1
INpu
01,
cx, V4 k�
IL_ (000 N 5
4-lb
Z) CN LLjUSE. /NL-
N ?U
w :S
Q
w0000
0
x X x- x x
x 690,60 x 690-79 691�64
67
T.M. 43-A-35
AARON M. $ MARTRE33A N. ZUCKERMAN
"'EXIC-:�7RAVEL AREA—
ZONED: M-
nI T) rm" (i ra USE: 5CRAP 'rARD
99 '�)C) -EX. -RAVEL AREA-
6q4
6
iLQ x 6<)_ 8\ PROF. 12'XI2'
GONG. PAD
W4ETAL ROOF
C, ' �
_E
7 J9/
167r LL,
9 96
- I x 6917"'
4�-x 691,S(, 91.96
4
Tj
NAkEHOU3E
U) 500 S.I N -94.97 PROF. 20'x2O'
93.1
LOADING DOCK
f�R6?F. ADDITION x kVNETAL ROOF
F F = 6q4.q6
�AREHOLX5E
R ji % -� � _-- 0
�
k3 NC. VVH
0 Z' - MONUMENT
It Q) f
CN�
v 0
x �'Y
ILI,
x to 11 0
iii _X� x ul�
W, IS)
PL t-1 �-
it
21
V
.......... it
SS°58
All
V Woo 5.M
1H = /0'
<
Z 3" X 6 �1.3,6 4
- I
< x 61Z3.55
a) n 11 PROP. 5' GONG.
v 31DEkl1ALK__
Ex, 6PI-14 VEL AREA -
7-1
z 4
x 694.77
V
oe
EX. 2 EMPb��,)' EE
PARKIN16-7 5FACE5
R�rF_y
,'-JAI N 1 INK !:EN6E
__x c
- _
5 3503120" E
40.00,
NOTE: PROPOSED PARKING 5FACE3 SHOWN HEREON
ARE TO BE MARKED WITH A DURABLE FAINT AND
CLEARLY IDENTIFIED.
00*110
ER0_5/0N AND 5EOINENTATION
I. DRAINAOE OIT6HE5 AND SEDIMENT BARRIER MUST BE
INSTALLED AT THE f3E61NNIN6 OF LAND DISTURBING
ACTIV17Y.
2. ALL DISTURBED AREA-5 TO BE REVEOETATEP A5 SOON
A5 P0551BLE AFTER 6RADIN6.
3. SEDIMENT BARRIERS AND ACCUMULATED 51L T TO BE
REMOVED AFTER DISTURBED AREA 15 REVE6ETATE51
OR:5TADILIZED.
4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE VIR61NIA EROSION $ SEDIMENT CONTROL
HANDBOOK.
00-00
.000*
'0000 1
CURVE TABLE
0000,
.-100
CURVE
RADIUS
ARC LENGTH
6HO. LENGTH
6H0. DSEARINC_
DELTA ANGLE
TAN6ENT
61
35.00'
56.5'1'
66.14'
5 1405,347" N
141c45'06"
�T
IOO.q4 ,
ER05ION NOTE LEGEND
SF X_ X_
SILT FENCE
0
w
Lu
0
;z
uj
01
0
CD
0
00
CQ
02
It
It
C\l 00
C\2
Lo
(m
C\',
to C\2
92
0
Lo
Lo
Q) 0
Q)
r. :J
z
f L
C)
E-
E,
E-
�jj >
E.
� O (�, w
c) E, o
U� Q
E- � �
0
> 0
�4 a04
E,
�D
0 C
0 1 W
w
cr
um
DATE: 06-10-99
SCALE: I" = 30'
DRAWN BY: CAS
FILE NO. 2387
SHEET 2 OF 2