HomeMy WebLinkAbout38-02 Falcon Heating & Conditioning - Stonewall - BackfileV1201- G1�NF-J A N01I�5
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V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD
IN A PUBLIC RIGHT OF WAY.
the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
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AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND
2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST
2. The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site plan prior to or as a first
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SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.
in clearing.
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LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY
3.
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
PUBLIC RIGHT OF WAY THAT (S LEFT BY VEHICLES ENTERING AND
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OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas.
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SHALL GOVERN.
LEAVING THE SITE.
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V2.
ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final
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LABOR OCCUPATIONAL SAFETY &HEALTH ADMINISTRATION AND VOSH
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
inspection.
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®ULATIONS.
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
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V3.
WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL,
WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH
TO ORIGINAL CONDITIONS.
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH
5. The contractor is responsible for installation of gn additional erasion control measures necessary to prevent erosion and sedimentation as determined by
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THE CURRENT EDITION OF VDOT S WORK AREA PROTECTION MANUAL.
THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION
the plan approving authority.
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FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
OF THE PROJECT. SHOULD COMPLAINTS OF MUD BEING TRACKED ONTO
6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times.
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ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF)
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ROAD &BRIDGE SPECIFICATIONS, SECTION 104.04-C.
RTE. 783 BE MADE TO THE COUNTY THE CONTRACTOR WILL NEED TO
WITH WATER SUPPLY AND TRAPPING
7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times.
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V4.
DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
INSTALL A WASH RACK SED. DEVICE.
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CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE
THIS SITE.
8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to
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V5.
DEEMED NECESSARY BY VDOT.
PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE
OF
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND
maintain the effectiveness of the erosion control devices will be made immediately.
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FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY
WORK ON VDOT RIGHT OF WAY.
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND
9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work.
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GUIDELINES SET FORTH BY OSHA AND V05H.
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V6.
IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE
9• THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540)
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ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND
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VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO
EXISTING SITE CONDITIONS.
10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
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INITIATION OF WORK.
INITIATION CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN
UTILITIES REQUIRED BY THIS SITE PLAN.'�
11. ALL AND CONTROL DEVICES SHOWN IN THIS SIX
ED SCO
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WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME.
PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION.
The purpose of this project is a change in use of an existing Site. Additional runoff will be detained b underground detention. A parking area is to be
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V8.
VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION.
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE
12• ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95
constructed and the existing gravel is to be paved.
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ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH
DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698,
Existing Site Conditions
CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND
The subject area currently is occupied and covered with areas of gravel. The majority of the site drains to the South and Southwest.
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SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL
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BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
SUPERSEDES THIS NOTE IF PROVIDED.
Adjacent Properties
V9.
CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
13. THE CONTRACTOR IS RESPONSIBLE FOR COtr'TACTING MISS UTILITY
MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
APPROXIMATE LOCATIONS AND NOT ALL MAY
This project is bounded by remnants of a old rail road to East and West of the property, Brick Kiln Road to the West and M2 Zoned property to the South.
V10.
ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
UTILITIES BE SHOWN.
VICINITY MAP
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN
14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
Erosion Control Measures
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
I " - 2000'
SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND
_Install diversion dikes and perimeter silt fence per site plan
-Install storm sewer & detention facility
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COORDINATE THE WORK WITH PUBLIC WORKS.
15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE.
-Install culvert inlet and outlet protection
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FALCON HEATING & AIR CONDITIONING: ALEX HOSSEINIAN (703) 450-7777
1.
BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
-Clear and grade site
-Install permanent seeding
NAME:
FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES.
EACH WORK DAY.
ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233
16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE
permanent Stabilization
CONSTRUCTION PROCESS.
CERTIFICATION:
ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651
511-r:� FLAN N01-r-_5
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
EXCAVATION WITH EASEMENTS.
permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process.
18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
EXP. DATE
SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650
1.
NO OUTDOOR STORAGE IS PROPOSED OR EXISTING FOR THIS SITE.
WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION.
Maintenance Program
EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540)
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR
2.
NO ADDITIONAL OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR
19. REQUIREMENT AND PLACEMENT OF CG-12s AT SITE ENTRANCE IS AT
LAC ANC
1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or
CARRYING OUT THE LAND DISTURBING ACTMTY
AS SET FORTH IN THE
665-5643
THIS SITE. EXISTING RECEPTACLES ARE SHOWN ON SITE PLAN.
THE DISCRETION OF CONTRACTOR SHALL CONTACT
INSPECTOR/ENGINEER TO THIS REGARD.
deficient areas will be repaired or improved immediately.
PLANS.
3.
ALL SIGNAGE, EXISTING OR PROPOSED, ON THIS SITE IS SHOWN ON
2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be
NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING
IS REQUIRED WITH
SANITARY SEWER AND WATER: CITY OF WINCHESTER (540) 667-1815
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SITE PLAN. PRIOR TO THE PLACEMENT OF ANY NEW SIGNS ON THE
installed immediately where deficiencies are found.
THE OWNER, SITE CONTRACTOR, PUBLIC WORKS,
& DESIGNER PRIOR
TELEPHONE: VERIZON 301 954-6282
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PROPERTY, A SIGN PERMIT MUST BE OBTAINED FROM THE FREDERICK
COUNTY INSPECTIONS DEPARTMENT.
TO COMMENCING ANY SITE WORK.
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1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE
3. Sediment will Ibe removed when sediment volume reaches approximately one half of the wet storage for traps.
ELECTRIC: ALLEGHENY POWER (800) 654-3317
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4.
NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED FOR THIS SITE.
WHERE CURBING MUST BE PAINTED YELLOW.
"NO
4. It is the the to the facilities basis
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EXISTING OUTDOOR LIGHTING IS SHOWN ON SITE PLAN. ALL LIGHTING
2. PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE
responsibility of owner clean and maintain underground and pipes on a regular or after extended rainfall events.
AREA OF SITE:
1.20 ACRES
GAS: SHENANDOAH GAS COMPANY (540) 869-1111
SHALL BE SHIELDED/DIRECTED AWAY FROM ADJOINING PROPERTIES
AT THE FIRE MARSHALL'S DISCRETION.
CURRENT ZONING:
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TO PREVENT GLARE.
3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION
PROPOSED ZONING:
CURRENT USE:
M2
WAREHOUSE
MISS UTILITY: 1-800-257-7777
AS DETERMINED BY THE FIRE MARSHALL.
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4. ACCESS AROUND NORTH SIDE MUST BE MAINTAINED AT ALL TIMES FOR
EMERGENCY VEHICLES.
PROPOSED USE: WAREHOUSE
BUILDING HEIGHT ALLOWED: 60' MAX.
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5. NEAREST EXISTING HYDRANT LOCATED APPROX. 525' SOUTHWEST OF
ALONG RTE. 783 (BRICK KILN ROAD).
OPEN SPACE REQ:
25�
H�ATIH6 & AID CONPITIONIN6i INC.
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EXISTING OPEN SPACE:
24%
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OPEN SPACE PROVIDED:
35%
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SITE INFORMATION:
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BUILDING SETBACK REQUIREMENTS
FRONT:
75'
ADDRESS: 205 BRICK KILN ROAD
LEFT:
25'
TM #54-A-55
RIGHT:
25'
ZONED: M2
REAR:
25'
INSTR.# 020001181
EXISTING BUILDING SETBACKS
FRONT:
114'
LEFT:
10.8'
DEVELOPER:
C�
RIGHT:
REAR:
1.1 '
18.9
FALCON HWING & AII? CONPITIONING, INC
PARKING CALCULATIONS
ALEX HOSSEINIAN
REQUIRED: 1 PER 250 S.F. OF OFFICE 4 SPACES
21625 ASHGROVE COURT
1 PER EMPLOYEE FOR WAREHOUSE
TOTAL PROPOSED
1 SPACES
STERLING, VA. 20166
ADA SPACES REQUIRED
5 SPACES
1 SPACES
(703) 450-7777
ADA SPACES PROPOSED
1 SPACES
OWNER:
LANDSCAPING CALCULATIONS
PERIMETER - 1 TREE PER 40'
21625 ASHGROVE COURT
°
REQUIRED: 280'/40'=
7 TREES
STERLING, VA. 20166
PROPOSED
7 TREES
(703) 450-7777
INTERIOR -
a
1 TREE PER 10 PARKING SPACES
FREDERICK COUNTY PUBLIC WORKS APPROVAL
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REQUIRED
1 TREES
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PROPOSED
1 TREES
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TRAFFIC DATA
0
TRIPS GENERATED FROM SITE =
50/WEEKDAY (APPROX)
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DIRECTOR DATE
AADT ON ADJACENT STREET =
2900 (2001 DATA)
SEAL AND SIGNATURE
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MICHAEL M. ARTZ
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FREDERICK COUNTY ZONING APPROVAL
N®, No 1951 �
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®32091 � I f-po
SU�J'E�
CHECKED
BY: MMA
THESE PLANS ARE IN CONFORMANCE
WITH COUNTY
ZONING ADMINISTRATOR DATE
MAY 30, 2002
OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THIS SITE PLAN IS VALID FOR (5) FIVE
FILE # 10346
SHEET
1 OF 4
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
YEARS FROM THIS DATE OF APPROVAL
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2"
SM-12.5A SURFACE ASPHALT
4" BM-25.0 BASE ASPHALT
"'�1-8" 21A STONE SUBBASE
COMPACTED SUBGRADE
24" 6" 21A STONE BASE
UNDER ENTIRE CG-6
GUTTER) AND PAVING DETAIL
NOT TO SCALE
LEGEND
• INTERMEDIATE CONTOUR--------.---
33 �--�__----
iDEX CONTOUR
CONTOUR
40
DGE OF PAVEMENT — —
EX
— — ESP — — — — —
EDGE OF PAVEMENT
PROP E/P
URB AND GUTTER = _ _
_ _ =E% Cacti
PROP C&G
CURB AND GUTTER
LINE — —
DIIER POIE -O- PP
9EPHONE POLE TP
IGN v
fl
'OT ELEVATION
12.0
SPOT ELEVATION
15 s
EEE DRIP LINE
' RAMP (CG-12)
OCATION OF STD VDOT
OR JURISDICTIONAL
CONSTRUCTION
INDICATOR
12
THE NUMBER OF
1llMG SPACES
%M SEWER
_—�_IX. 15" RCP
PROP. 15" RCP
3'T'ORM SEVER
—`
DISCHARGE CHANNEL IS INADEQUATE FOR THE
tGE OF THE UPSTREAM WATERSHED. THE
DN SUPPLIED WITH THIS PROJECT IMPROVES THE
T CONDITION BUT DOES NOT CORRECT IT.
SURROUNDING HANDI—CAPPED SPACE SHOULD
)RATE CROSS —SLOPE OF NO MORE THAN 2%.
i H OF
MICHAEL M. ARTZ y
No. 1951
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CHECKED BY: MMA
MAY,28, 2002
SCALE 1
SHEET 2 OF 4
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205
ZONED:�M��K KILN I;Ov
OFFICE o
\ \ SP,4CE
\ \ PROP• WA
CON' S LL MOUNTED
\ \ ON • ADA SIGN
20 O 20 40
SCALE 1 " = 20 FEET \�
}I 0 NOT CUT LEADER 1�
I UP TO 1 /3 OF BRANCHES \\\\ \
RETAIN ATURAL SHAPE
\t l \
ATTACH GUY WIRE & HOSE
ABOVE FIRST BRANCH
REMOVE TOP 1 /3 OF BURLAP
3" MULCH LAYER
4" SAUCER AROUND PIT
2" 3-2"X2"X24" STAKES
DRIVEN BELOW GRADE
-=_
I1 I f-i I I -I I I ITI 1=1 =-111
-, - -
I -I
PLANTING MIX AS SPECIFIED
LIGHTLY \TAMP SOIL
UNDER BALL
LARGE SHADE TREE PLANTING-2" \SAL, 8c LARGER
NOT TO SCALE
WABLOCK
REHOUSE
N
166 9, PROPOSED 3 LOADING i
SPACES /
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KfNT S ST,gA,O£
rRoe 325 400�?
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162.
(l£ ti 00 A � r 18„ (7
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P£� \ R
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SYMBOL QUANTITY
+ 8
6591
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USA; NEB, MZ
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5
VDOT STD. CG-11 (see detail)
6:5
oT ?940 K/L
(40 (200� 04
FI
EROSION AND SEDIMENT CONTROL LEGEND
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE
3.05 SILT FENCE S F
3.07 STORM DRAIN INLET P
PROTEC1ON
3.09 TEMPORARY DIVERSION DIKE D D
3.18 OUTLET PROTECTION 0 P
Storm Structure Schedule
5TR#
De-cnption
I
FES- I
2
J15- 1 (MODIFIED SEE DETAIL)
3
FE5- I
4
DI-7 (�A/ITf1 DI- I GRATE)
PLANT SCHEDULE
COMMON NAME HEIGHT
LOCATION
SWEET GUM 2 1/4" CALIPER PARKING PERIMETER
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TYPE
TREE
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MICHAEL M. ARTZ v
No. 1951
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CHECKED BY: MMA
MAY,28, 2002
SCALE 1" = 20'
SHEET 3 OF 4
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TEMPORARY STONE 3.02-1
CONSTRUCTION ENTRANCE cE
70' MIN.
5:1
6" MIN.l A 0.3' EXISTING
1 PAVEMENT
FILTER CLOTH T At
SIDE ELEVATION
EXISTING GROUND
70MIN.
WASHRACK
B I (OPTIONAL)
FILTER CLOTH
REINFORCED CONCRETE
10' MIN
-wPOSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
SECTION A -A
6' - 7"
SECTION B-B
MOUNTABLE BERM
(OPTIONAL)
0' MIN. 1.
-EXISTING
PAVEMENTI
10' MIN.
3 MIN.
— 3" MIN.
DRAIN SPACE
STORM DRAIN 3.07-8
INLET PROTECTION
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
CURB INLET
RUNOFF
WATER WITH OVERFLOW
SEDIMENT
FILTERED WATER
SEDIMENT —' CURB INLET
WIRE SCREEN L2" X 4" WOOD STUD
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
OUTLET PROTECTION
A�
3do
3.18-1
lip•
C.,.�
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
trig STREET AP"OAC" SAME.
fRAWS TO K AS 4' SURFACING AS ► ",V, 04
S>40`XN 04 PLANS) :s*(*A1$ A .si ROAowAY
......................�....•
y .hftALWhI CCsiDatAT ON
Bra cc r cv� AT.t� CUT I
cwAfK ; ox
6-:
�+ 'TtOtt►L
i:XP'Ait*,,Tl9N T �I
,,..1 t
�NOTE,wel,i °fr, 7'-Z* OR AS MmhT.w ROAOWAY
SSROWN Oro TYPZAL SECTKN4.
PLAN VIEW
■
on FA, me
01.
II. ' ' �'� �.•, ■►fir!■ �7�11 �
��,'f` � , ��:����� '! i��i►; it
����1.!����I
w I,► —
_Illlli �I( _IIIIII i=
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
1RADAJa TO EK AS
SSG kTt ON PL A!r j1
CLASS A3rrl'`�
1►t_E.S. �
�- Ct}�TL
` EXPAdtw," .1cgNr
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
.1000
FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SECTION C`C
CONSTRUCT CRADE CHAW..CS WITH A PARAe trC CURVE
*'ICN THE (STRAW( RANCASWIT ACCOLOACOATE
THE TURW4 REOSRREwcNTS Of ANTICIPAIEO HEAVY
10' PARA&XIC CVRV€ MUCK 1RAFFK. TK DEPTH FOR S WALK it CU",
ALOYS WiTINN TIC LOATS OP TK RAt%SFNJi, O (W
�Jklf »4t'TrCAmo TO 7"
ECtGE GF S•fK?U UR CA �t CYc CttAra D
{� YrONA#, FLOW 04C - _90) ,-- . ---
u.AMLIK RG►G`+whr— ,~,.:C __ _ _ ,. _..,..- - -- IN CO"WKN ,#Gi*t*T" VOOT FR0JECUSED FOR ��EASE ES T
= 94.8' r R E VO �, -- _ - () NOTE THE rot.L.0 4
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SCALE 1" = 40'
SHEET 4 OF 4
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V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD
IN A PUBLIC RIGHT OF WAY.
2• THE MANUAL ON UNIFORM TRAFFIC
the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
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AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND
CONTROL DEVICES (MUTCD) MUST
BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.
2• The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site plan prior to or as a first
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SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
LOCAL REGULATIONS APPLICABLE, IN THE EVENT OF CONFLICT BETWEEN ANY
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
step in clearing.
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OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND
LEAVING THE SITE.
3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas.
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SHALL GOVERN.
ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
AND BY THE
4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final
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OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH
SIDEWALKS CAUSED DEVELOPMENT OF THIS SITE WILL BE
inspection.
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RULES & REGULATIONS.
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
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WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL,
WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH
TO ORIGINAL CONDITIONS.
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH
5. The contractor is responsible for installation of n additional erosion control measures necessary to prevent erosion and sedimentation as determined b
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THE CURRENT EDITION OF VDOT S WORK AREA PROTECTION MANUAL
THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION
the plan approving authority.
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FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times.
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ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF)
OF THE PROJECT. SHOULD COMPLAINTS OF MUD BEING TRACKED ONTO
RTE. 783 BE MADE TO THE COUNTY, THE CONTRACTOR WILL NEED TO
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ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C.
7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times.
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DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
INSTALL A WASH RACK WITH WATER SUPPLY AND SED. TRAPPING DEVICE.
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CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE
8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to
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V5.
DEEMED NECESSARY BY VDOT.
PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE
FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY
OF THIS SITE.
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
maintain the effectiveness of the erosion control devices will be made immediately.
9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work.
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WORK ON VDOT RIGHT OF WAY.
8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND
GUIDELINES SET FORTH BY OSHA AND VOSH.
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IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
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PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE
9 THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540)
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ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS ANDEXISTING
�t?OSION ANI� S�I�IM�N1r CONIMOL NARi?A1'IV�
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VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO
SITE CONDITIONS.
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INITIATION OF WORK.
10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
Project Description
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CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN
WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME.
UTILITIES REQUIRED BY THIS SITE PLAN.
11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SIX
The this is in Site. Additional be detained b detention. A is to be
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NOTICE FOR INSPECTION.
PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION.
purpose of project a change use of an existing runoff will underground parking area
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VDOT WILL ALSO REQUIRE 48 HOURS ANY
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE
12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95
constructed and the existing ravel is to be paved.
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ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH
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DENSITY FOLLOWING METHOD A OF THE STANDARD PROCTOR ASTM-D698,
Existing Site Conditions
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CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
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ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND
APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL
The subject area currently is occupied and covered with areas of gravel. The majority of the site drains to the South and Southwest.
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SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
SUPERSEDES THIS NOTE IF PROVIDED.
iacent Properties
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CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY
MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN.
This project is bounded by remnants of a old rail road to East and West of the property, Brick Kiln Road to the West and M2 Zoned property to the South.
V10.
ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN
14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
Erosion Control Measures
VICINITY
MAID
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND
-Install diversion dikes and perimeter silt fence per site plan
-Install storm sewer & detention facility
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CON1"AC1" NUMf3�p5
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COORDINATE THE WORK WITH PUBLIC WORKS.
15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE.
-Install culvert inlet and outlet protection
-Clear and grade site
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FALCON HEATING & AIR CONDITIONING: ALEX HOSSEINIAN (703) 450-7777
1.
BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
-Install permanent seeding
NAME:
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FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES.
EACH WORK DAY.
16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE
ENGINEERING FIRM: ARTZ &ASSOCIATES, PLC (540) 667-3233
CONSTRUCTION PROCESS.
Permanent Stabilization
CERTIFICATION
ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651
511�AN N01�5
� PLAN
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
EXCAVATION WITH EASEMENTS.
Picontrolinthe tgrassnxd construction
Permanent erosion measures include e establishment of oexposed surfaces disturbed in the costructioprocess.
18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
EXP. DATE
SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650
1\17
1.
NO OUTDOOR STORAGE IS PROPOSED OR EXISTING FOR THIS SITE.
WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION.
Maintenance Program
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THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR
EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS 540
( )
2.
NO ADDITIONAL OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR
19. REQUIREMENT AND PLACEMENT OF CG-12s AT SITE ENTRANCE IS AT
1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or
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CARRYING OUT THE LAND DISTURBING ACTIVITY
AS SET FORTH IN THE
665-5643
THIS SITE. EXISTING RECEPTACLES ARE SHOWN ON SITE PLAN.
THE DISCRETION OF VDOT. CONTRACTOR SHALL CONTACT VDOT
INSPECTOR/ENGINEER TO THIS REGARD.
deficient areas will be repaired or improved immediately.
PLANS.
3.
ALL SIGNAGE, EXISTING OR PROPOSED, ON THIS SITE IS SHOWN ON
2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be
NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH
SANITARY SEWER AND WATER: CITY OF WINCHESTER (540) 667-1815
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SITE PLAN. PRIOR TO THE PLACEMENT OF ANY NEW SIGNS ON THE
FREDERICK
installed immediately where deficiencies are found.
THE OWNER, SITE CONTRACTOR, PUBLIC WORKS,
&DESIGNER PRIOR
TELEPHONE: VERIZON (301) 954-6282
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PROPERTY, A SIGN PERMIT MUST BE OBTAINED FROM THE
TO COMMENCING ANY SITE WORK.
COUNTY INSPECTIONS DEPARTMENT.
1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE
3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps.
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ELECTRIC: ALLEGHENY POWER (800) 654-3317
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4.
NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED FOR THIS SITE.
WHERE CURBING MUST BE PAINTED YELLOW.
"NO
4. It is the responsibility of the owner to clean and maintain the underground facilities and on a regular basis or after extended rainfall events.
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EXISTING OUTDOOR LIGHTING IS SHOWN ON SITE PLAN. ALL LIGHTING
2. PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE
pipes
AREA OF SITE:
1.20 ACRES
GAS: SHENANDOAH GAS COMPANY (540) 869-1111
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SHALL BE SHIELDED/DIRECTED AWAY FROM ADJOINING PROPERTIES
AT THE FIRE MARSHALL'S DISCRETION.
CURRENT ZONING:
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TO PREVENT GLARE.
3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION
PROPOSED ZONING:
CURRENT USE:
M2
WAREHOUSE
MISS UTILITY: 1-800-257-7777
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AS DETERMINED BY THE FIRE MARSHALL.
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4. ACCESS AROUND NORTH SIDE MUST BE MAINTAINED AT ALL 11MES FOR
PROPOSED USE:
BUILDING HEIGHT ALLOWED:
WAREHOUSE
60' MAX.
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5. NEAREST EXISTING HYDRANT LOCATED APPROX. 525' SOUTHWEST OF
SITE ALONG RTE. 783 (BRICK KILN ROAD).
OPEN SPACE REQ:
25%
H ATIN6 & AI,, CONPIfIONIN6i INCH
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24%
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35%
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SITE INFORMATION:
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BUILDING SETBACK REQUIRE
FRONT:
75'
ADDRESS: 205 BRICK KILN ROAD
LEFT:
25'
TM #54-A-55
RIGHT:
REAR:
25'
25'
ZONED: M2
INSTR.# 020001181
EXISTING BUILDING SETBACKS
FRONT:
114'
LEFT:
10.8'
DEVELOPER:
RIGHT:
1.1'
REAR:
, 8.99
FALCON HWING & AIL? CONWIONING, INC
PARKING CALCULATIONS
ALEX HOSSEINIAN
REQUIRED: 1 PER 250 S.F. OF OFFICE 4 SPACES 21625 ASHGROVE COURT
1 PER EMPLOYEE FOR WAREHOUSE
TOTAL PROPOSED
1 SPACES
STERLING, VA. 20166
5 SPACES
ADA SPACES REQUIRED
1 SPACES
(703) 450-7777
ADA SPACES PROPOSED
1 SPACES
OWNER:
ryLLC
LANDSCAPING CALCULATIONS
'
PERIMETER - 1 TREE PER 40'
21625 ASHGROVE COURT
REQUIRED: 280'/40'=
7 TREES
STERLIING, VA. 20166
En
PROPOSED
7 TREES
(703) 450-7777
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FREDERICK COUNTY PUBLIC WORKS APPROVAL
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1 TREES
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TRAFFIC DATA
TRIPS GENERATED FROM SITE =
50/WEEKDAY (APPROX)
DIRECTOR DATE
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AADT ON ADJACENT STREET =
2900 (2001 DATA)
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032091 N0 2195�j
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CHECKED BY: MMA
THESE PLANS ARE IN CONFORMANCE
WITH COUNTY
ZONING ADMINISTRATOR DATE
MAY 30, 2002
OF FREDERICK STANDARDS AND ORDINANCES.
ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THIS SITE PLAN IS VALID FOR (5) FIVE
FILE
# 10346
SHEET 1 OF 4
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
YEARS FROM THIS DATE OF APPROVAL
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TENIION SUPPLIED WITH THIS PROJECT IMPROVES THE RRENT CONDITION BUT DOES NOT CORRECT IT.ZNTIER SURROUNDING HANDI—CAPPED SPACE SHOULD;ORPORATE CROSS —SLOPE OF NO MORE THAN 2%.
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EROSION AND SEDIMENT CONTROL LEGEND
3.02 TEMPORARY STONE '
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3.05 SILT FENCE
3.07 STORM DRAIN INLET ( P
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3.18 OUTLET PROTECTION OP
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5
MFI- I
PLANT SCHEDULE
COMMON NAME HEIGHT LOCATION
SWEET GUM 2 1/4" CALIPER PARKING PERIMETER
I
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1
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9�` 1
TYPE
TREE
OF L
MICHAEL M. ARTZ v
No. 1951
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CHECKED BY: MMA
MAY,28, 2002
SCALE 1" = 20'
SHEET 3 OF 4
G \Exp 72974\pro 75777 Fa1con\Civil\Michae1\7577-7 Artz-GrocerslSHEETS,dwg, 7/21/20034:16:33 PM, KIP-ploMr.pc3
TEMPORARY STONE 3.02-1
CONSTRUCTION ENTRANCE S_M9
70' MIN.
5.1
6" MIN.l :Aj] 0.3' /� EXISTING
1 I` PAVEMENT
FILTER CLOTH l Al
SIDE ELEVATION
EXISTING GROUND
70' MIN.
�on
WASHRACK
B (OPTIONAL)
FILTER CLOTH
10' MIN
POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
-� SECTION A -A
6' - 7"
REINFORCED CONCRETE
a-, +0110.440
# 0 § 4.90
5004
5002
499
SECTION B-B
60.0 LF 36" ADS 0 -0.17%
MOUNTABLE BERM
(OPTIONAL)
10' MIN.
J
-EXISTING
PAVEMENT-
10' MIN.
3 MIN.
- 3" MIN.
DRAIN SPACE
STORM DRAIN 3.07-$
INLET PROTECTION
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
-�_ CURB INLET
SEDIMENT
WIRE SCREEN
r + V •`�
FILTERED WATER
CURB INLET
2" X 4" WOOD STUD
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
OUTLET PROTECTION
A�
3do
• A
PLAN VIEW
3.18-1
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
1-0 Lu
SECTION A -A
FILTER CLOTH KEY IN 6"-9'°, RECOMMENDED
FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
..r
r
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND tT INTO THE TRENCH.
0100
FLON
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
717P = 01. 0'
. STREET APPRMt4 SAME
(RAMS to BF Ay SURFACsI'4r� AS PK
S,HOw?4 04 PLMS) ,S*ENAI�K A.., RoAowAY
(RdCWj TO DE AS
------- ,....�..+... �- SI401AN 04 PLAW
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4'
. cT Ct3t�R'!tC
g- +. S TONAL 8" r
Exp,_<): lOatt ) EMRAPN5d R JONI
l0t7R ELE. = 99. D'
.. - 41' �.L �'
-'
NOTE.- Y1�11H '� 2'-0*' ea xS` (,, ue�lr� �oA��m�' SECTION C-C
AWN C8'a TYI'�LN. S£CTIGrI.
PLAN VIEW
CONSIRUCT CRAVC C►eAW.ES WITH A CA`i CAV[.
*1,CN INC ENT11i RA01ICANNOT ACCOUMMATE
T»E Tu*mC "oLlP(mENTS Of ANT1C�PAIEo A/E:AVY
k>' PARA[4�1LrC CURvE
TRUCK TRAFF10C. THE OCPTH FOR S"*ALK S CLOR
RALPS IMIT► 114 THE LUTS CC THE RA00SHOULO BE
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-..- - (�
*XPEASED TO
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Los Cwk
p
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l rtCN SVO, CG•Tl rS USEO FOR NTRANCES ii
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IN CON Gt" MTH 'VOOT PROJECTS, KEASE
H % VAX.
LF
. - _�
"
NbtE 1HE rocLowwv
B07T041 = 94.8'
"a ter E "MANGE
"' "°'`---��
"-" --- _.D
D
*T LwE i►AViL*t EXCEL 6£ C#tt+STCRAOr'p
5" tp?`t
�0s WN, OR STREET
��•-•-
TO t►d R1w LkrE (EXCEPT ANY 5L�IGRADE
»-
t 10MRIABLE FOR COWARC4
STAKIZATAA REOU*CO FOR MA **K
PAV[UtNT *)*Cl+ CA" BE 01AT7Eo V
ENTRAN',.0
INC ENIRANCE.1
6" ADS N-1F
SECTION A - A
�
Fill CURB 0 C +AI" CURB
GUIDELINES FOR GRADE CHANCE D
RLtCtfb
��Yr�t7t41EE ill R/W LAC CXCEt Ix CPT FOR
REA'ACL#,iENt F%APO".rCS.
WHEN UUO N CON,A.•ACTION *11H STANOAR4
ORt%CO-?, Ii+E
ENTRANCE VOLU%X DEWAKC
NA:VULIM
A0.1 TALE O AI
5tANDARD t5 TO 6E I�AV57E4 To WTC►1 T1+IE
STA
ELEVATION
` "
U "TABLE CU#M CGNF►UMAT►ON,
PLAN VIEW
ro„a•+ tladRE rHrN ,SCrCr vF•gl {t X
S i
004 twS SIAf+D ctips Rap oEsr<:w
ur tXUrl 1St}D i5C(l Vp0) A 3 Tt
6 x
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LOW ILESS 1HA"t �00 b' ) 5 6 %
a x
ARE CONSPROVCIION OF
0CATREOU
w L�11TO
A iL�dyED TEA E
ORAPNAGE ACROSS THE (MRANCE.
OPTK*1AL FLOWLW UAY REOL%tE WARMC it A
PWT*N OF GWIER TO PREC-tUDC PONDA4 Of WATER,
STRUCTURE #2 MODIFIED JB-1
H.T..S
�+ .1•
IN: .7
I . OUT=�4994.6
f 1 4994
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20
ETA.=2 +00�5
INV. 0 =4999.5
5002
jI
50001 \
4998
4994
4992
Sf4CF(il.ATF4N METHOD OF TREATMENT-
l1£T'ET'E►Tt1t
CONNECTION FOR STREET INTERSECTIONS
Sir AND COMMERCIAL ENTRANCES
¢d4�.A DEPARTUCUT OF TRAI#SPARTA1"
2R)001 1
M.7
=4994.6
TEMPORARY
DIVERSION DIKE
3.09-1 DD
I�7ri�yi=�7.\II
4.5' MINON
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:
20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+50 21+60 21+70 21+80 21+90 22+00 22+10
= 1
1 IN�499 .8
5002
4998
G9�L
oeil H OF
o� kA, V �
4994 OMICHAEL M. ARTZ -P
No. 19 1
4992 �qNp SUR`�E�o�
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CHECKED BY: MMA
AUGUST 6, 2001
SCALE 1" = 40'
SHEET 4 OF 4
G \E)w 72974\pro 75777 Falcon\Civil\MichaeR7577-7 Artz-Grocers4SHEETS-dwg• 7/21/2003 3:40 05 PM. KIP-U1oller.pc3
V1201' 61�NF-PA- N01F-5
N011�5
F-1:0510N ANP 5[ IPIME�-N1" CONTROL N01�5
An
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V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD
IN A PUBLIC RIGHT OF WAY.
the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
0gre, u6 ` , /
CD
AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND
2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST
2• The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site plan prior to or as a first
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SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.
step in clearing.
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LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY
3• THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND
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OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
LEAVING THE SITE.
3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas.
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SHALL GOVERN.
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V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final
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OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
inspection.
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RULES ®ULATIONS.
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
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V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL,
TO ORIGINAL CONDITIONS.
5. The contractor is responsible for installation of 4nX additional erosion control measures necessary to prevent erosion and sedimentation as determined by
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WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH
"VIRGINIA
the plan approving authority.
'°
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THE CURRENT EDITION OF VDOT S WORK AREA PROTECTION MANUAL
THE "
EROSION AND SEDIMENT CONTROL HANDBOOK SECTION
'►
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F- o C
FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times.
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ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF)
OF THE PROJECT. SHOULD COMPLAINTS OF MUD BEING TRACKED ONTO
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ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C.
RTE. 783 BE MADE TO THE COUNTY THE CONTRACTOR WILL NEED TO
7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times.
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V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
INSTALL A WASH RACK WITH WATER SUPPLY AND SED. TRAPPING DEVICE.
Op
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CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE
8. The contractor will ins ct all erosion control measures eriodicall and after each runoff roducin rainfall event. An necessa re airs or cleanup fio
inspect periodically producing y necessary p p
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DEEMED NECESSARY BY VDOT.
V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE
OF THIS SITE.
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND
maintain the effectiveness of the erosion control devices will be made immediately.
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FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work.
14 sy
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WORK ON VDOT RIGHT OF WAY.
8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND
GUIDELINES SET FORTH BY OSHA AND VOSH.
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V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
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PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE
9• THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540)
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ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND
F-P0510N AN12 5F-I2I NA N1r CON1`I�OL NAOZAV V�
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VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO
EXISTING SITE CONDITIONS.
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INITIATION OF WORK.
10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
Project Description
\/ gain
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U
V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN
WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME.
UTILITIES REQUIRED BY THIS SITE PLAN.
11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS Sf�
The this is in Site. Additional be detained by detention. A is to be
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PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION.
purpose of project a change use of an existing runoff will underground parking area
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VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION.
12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95
constructed and the existing ravel is to be paved.
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V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE
'A'
ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH
DENSITY FOLLOWING METHOD OF THE STANDARD PROCTOR ASTM-D698,
Existing Site Conditions
A
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CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND
APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL
The subject area currently is occupied and covered with areas of gravel. The majority of the site drains to the South and Southwest.
) s
SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
.9
BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
SUPERSEDES THIS NOTE IF PROVIDED.
Adjacent Properties
+�
V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY
-•
MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN.
This project is bounded by remnants of a old rail road to East and West of the property, Brick Kiln Road to the West and M2 Zoned property to the South.
V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN
14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
Erosion Control Measures
VICINITY MAP
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
I " = 2.000'
SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND
-Install storms dikes and perimeter silt fence per site plan
-Install storm sewer & detention facility
PF-5PON51f3LF- LANP 1915TUp13 P,
COWACT NUMf3�t?5
5UI?VF-Y N01�5
COORDINATE THE WORK WITH PUBLIC WORKS.
15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE.
-Install culvert inlet and outlet protection
-
-Clear and grade site
FALCON HEATING & AIR CONDITIONING: ALEX HOSSEINIAN (703) 450-7777
l 1
1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
-Install permanent seeding
NAME:
�.J
FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES.
EACH WORK DAY.
16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE
ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233
CONSTRUCTION PROCESS.
Permanent Stabilization
CERTIFICATION
ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651
511� PLAN N01�5
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
EXCAVATION WITH EASEMENTS.
18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process.
EXP. DATE
SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650
1. NO OUTDOOR STORAGE IS PROPOSED OR EXISTING FOR THIS SITE.
WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION.
Maintenance Program
EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540)
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR
2. NO ADDITIONAL OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR
19. REQUIREMENT AND PLACEMENT OF CG-12s AT SITE ENTRANCE IS AT
1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or
TY
CARRYING OUT THE LAND DISTURBING ACTMAS SET FORTH IN THE
665-5643
THIS SITE. EXISTING RECEPTACLES ARE SHOWN ON SITE PLAN.
.
THE DISCRETION OF VDOTCONTRACTOR SHALL CONTACT VDOT
INSPECTOR/ENGINEER TO THIS REGARD.
deficient areas will be repaired or improved immediately.
PLANS.
3. ALL SIGNAGE, EXISTING OR PROPOSED, ON THIS SITE IS SHOWN ON
2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be
NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH
SANITARY SEWER AND WATER: CITY OF WINCHESTER (540) 667-1815
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MARSHAL L GF- N� I?AL N 01� 5
SITE PLAN. PRIOR TO THE PLACEMENT OF ANY NEW SIGNS ON THE
installed immediately where deficiencies are found.
THE OWNER, SITE CONTRACTOR, PUBLIC WORKS, & DESIGNER PRIOR
TELEPHONE: VERIZON (301) 954-6282
PROPERTY, A SIGN PERMIT MUST BE OBTAINED FROM THE FREDERICK
TO COMMENCING ANY SITE WORK.
COUNTY INSPECTIONS DEPARTMENT.
1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE
3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps.
ELECTRIC: ALLEGHENY POWER (800) 654-3317
U j
PI�OJF-C1' I2A1'A
4. NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED FOR THIS SITE.
WHERE CURBING MUST BE PAINTED YELLOW.
ry
EXISTING OUTDOOR LIGHTING IS SHOWN ON SITE PLAN. ALL LIGHTING
2. "NO PARKING -FIRE LANE" SIGNS WILL BE PLACED ON THE SITE
4. It is the responsibility of the owner to clean and maintain the underground facilities and pipes on a regular basis or after extended rainfall events.
AREA OF SITE: 1.20 ACRES
GAS: SHENANDOAH GAS COMPANY (540) 869-1111
C
SHALL BE SHIELDED/DIRECTED AWAY FROM ADJOINING PROPERTIES
AT THE FIRE MARSHALL'S DISCRETION.
CURRENT ZONING: M2
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TO PREVENT GLARE.
3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION
PROPOSED ZONING: M2
CURRENT USE: WAREHOUSE
MISS UTILITY: 1-800-257-7777
=
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AS DETERMINED BY THE ARE MARSHALL.
t -
FACONLLJ
4. ACCESS AROUND NORTH SIDE MUST BE MAINTAINED AT ALL TIMES FOR
EMERGENCY VEHICLES.
PROPOSED USE: WAREHOUSE
BUILDING HEIGHT ALLOWED: 60' MAX.
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5. NEAREST EXISTING HYDRANT LOCATED APPROX. 525' SOUTHWEST OF
SITE ALONG RTE. 783 (BRICK KILN ROAD).
OPEN SPACE REQ: 25%
H ATIN6 & AR, CONY 1TIONING INCI
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�.1�EXISTING
W
OPEN SPACE: 24%C
OPEN SPACE PROVIDED: 35%
W
SITE INFORMATION:
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BUILDING SETBACK REQUIREMENTS
FRONT: 75'
ADDRESS: 205 BRICK KILN ROAD
LEFT: 25'
TM #54-A-55
RIGHT: 25'
REAR: 25'
ZONED: M2
INSTR'.# 020001181
EXISTING BUILDING SETBACKS
FRONT: 114'
LEFT: 10.8'
DEVELOPER:
RIGHT: 1.1 '
REAR: 18.9'
FALCON HWING & AIP, CONPIfIONING, INC
PARKING CALCULATIONS
ALEX HOSSEINIAN
REQUIRED: 1 PER 250 S.F. OF OFFICE 4 SPACES
21625 ASHGROVE COURT
1 PER EMPLOYEE FOR WAREHOUSE 1 SPACES
STERLING, VA. 20166
TOTAL PROPOSED 5 SPACES
ADA SPACES REQUIRED 1 SPACES
(703) 450-7777
ADA SPACES PROPOSED 1 SPACES
OWNER:
rv� LLC
LANDSCAPING CALCULATIONS
'
PERIMETER - 1 TREE PER 40'
21625 ASHGROVE COURT
REQUIRED: 280'/40'= 7 TREES
STERLING, VA. 20166
PROPOSED 7 TREES
(703) 450-7777
INTERIOR -
Q
1 TREE PER 10 PARKING SPACES
FREDERICK COUNTY PUBLIC WORKS APPROVAL
o
REQUIRED 1 TREES
PROPOSED 1 TREES
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TRAFFIC DATA
0
TRIPS GENERATED FROM SITE = 50/WEEKDAY (APPROX)
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DIRECTOR DATE
AADT ON ADJACENT STREET = 2900 (2001 DATA)
SEAL AND SIGNATURE
0
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FREDERICK COUNTY ZONING APPROVAL
032091 72195 2�
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CHECKED BY: MMA
THESE PLANS ARE IN CONFORMANCE WITH COUNTY
ZONING ADMINISTRATOR DATE
MAY 30, 2002
OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THIS SITE PLAN IS VALID FOR (5) FIVE
FILE 10346
#
SHEET 1 OF 4
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
YEARS FROM THIS DATE OF APPROVAL
G,1Exp 72974\pro 75777 FalcoMCivil\Michae1\7577-7 Artz-Grocers\SHEETS.dwg, 7/21/2003 4:07:24 PM, KIP-plottecpc3
2"
1:1 ,� 2" SM-12.5A SURFACE ASPHALT
4" BM-25.0 BASE ASPHALT
y, `.�8" 21A STONE SUBBASE
COMPACTED SUBGRADE
24" �76" 21A STONE BASE
UNDER ENTIRE CG-6
GUTTER) AND PAVING DETAIL
NOT TO SCALE
LEGEND
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D T MMEDIATE CONTOUR______`__---
IDEX CONTOUR -
CONTOUR 40 U
DGE OF PAVEMENT — — — — E-p — — — — — Z
EDGE OF PAVEMENT PROP E
URB AND GLITTER = _ _ _ _ =EX C&G
CURB AND GUTTER PROP C&G
LINE
OILER POLE -O- PP
U,EPMONE POLE TP O
IGN -n-
JNE- — — — — — — — — — — — — — - z
U
'OT ELEVATION 12.0 U CL
)POT ELEVATION 15-1
0
ZE DRIP LINE z v 0
z
RAMP (CG-12) ® n-
DCATION OF STD MOT C)
OR JURISDICTIONAL LiJ Q U
CONSTRUCTION 1—
INDICATOR A Lj W U
ITE NUMBER of Z —
,RHING SPACES z U [L
EX. 15" RCP ~ W
ORM SEWER = -te!,— — — — _ � r-
PROP. 15" RCP
TORT[ SEM -`
S
0
DISCHARGE CHANNEL IS INADEQUATE FOR THE
GE OF THE UPSTREAM WATERSHED. THE
)N SUPPLIED WITH THIS PROJECT IMPROVES THE
T CONDMON BUT DOES NOT CORRECT fT.
SURROUNDING HANDI-CAPPED SPACE SHOULD
IRATE CROSS -SLOPE OF NO MORE THAN 2%.
'kPL"( H DF V
,4)A-V
MICHAEL M. ARTZ v
No. 1951
-7 I--Z-
64!4'D sup,*4
0
CHECKED BY: MMA
MAY,28, 2002
SCALE 1" = 20'
SHEET 2 OF 4
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N
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I 28.0 O�SE
OFFICE
b SPgCE 'q
PROP 5' WALL MOU
\ S%W . ADA SIGN NTED
20 _O 20 40 166 9► PROPOSED
SCALE 1 " = 20 FEET ' \'� \\ X o rsQ D 3 LOADING �NG `'PAC
ES
\`AV 5
0 NOT CUT LEADER
lt-UP TO 1 /3 OF BRANCHES
x x I i q"l
RETAIN ATURAL SHAPE00
ROPO E
SpU
\ ;Q
ATTACH GUY WIRE & HOSE
ABOVE FIRST BRANCH ( --V� s�oyT o R I
REMOVE TOP 1 /3 OF BURLAP !! 10vT S�F� OE - 4
00
3" MULCH LAYER
4" SAUCER AROUND PIT ! 2
S�
4
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ENV (llvn-y4.7'
w 65
.Zp � 887
USA; Nib, M2
OXYGEN Supp�l�
5
1 ASPHALT
� } 1
v � `
'
2" 3-2" X2" X24" STAKES SM�ry oisr
DRIVEN BELOW GRADE ` FiF�AVek/e 1000 \ \\ \,. r62�j� ' �' \
10 pp 8 RCp 1
I —III —I II —I II —I ; '",111—ITT-111--11T_ \ VDOT STD. CG 11 (see detail ) �� \ -
I —III —III —III 1 I f=11 I —I I Ir \ 7
I I1 11=111=1
-TT1II1=T
==
-111=1 1T_I-= IITIII—I_TI' ,. Y = PLANTING MIX AS SPECIFIED \
-111_ III=111�
�1I 1=1I 1-=1I1=TI I I I I Im —111=1T=1I
LIGHTLY \TAMP SOIL \
UNDER BALL
LARGE SHADE TREE PLANTING-2" \\QAL. 8c LARGER
NOT TO SCALE \ \
6
440T
2900
i40, 00� Oq /
Tq) \ O�
SYMBOL QUANTITY
-{ - 8
EROSION AND SEDIMENT CONTROL LEGEND
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CD
3.05 SILT FENCE C
3.07 STORM DRAIN INLET I P
PROTECTION
3.09 TEMPORARY DIVERSION DIKE CD
3.18 OUTLET PROTECTION 0 P
Storm 5trucrure 5checiule
De-qcnpticn
I
FE5-1
2
JB- ! (MODIFIED 5EE DETAIL)
3
FE5- I
4
DI-7 0A/ITIl DI- I G- RATE)
5
M t-I I
PLANT SCHEDULE
COMMON NAME HEIGHT
LOCATION
SWEET GUM 2 1/4" CALIPER PARKING PERIMETER
v` V �M=ovrs A
KD
\9
O 1
jj
\ 93 —T- \
TREE
MICHAEL M. ARTZ v
No. 1951
'7
��Q SUR�E�O
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CD
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cy
0
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1-
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LLJ
C10
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0
0
CHECKED BY: MMA
MAY,28, 2002
SCALE 1" = 20'
SHEET 3 OF 4
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TEMPORARY STONE 3.02-1
�E
STORM
S Q M DRAIN 3_07_$
IP
OUTLET PROTECTION 3.18-1 OP
CONSTRUCTION OF
WIRE
A SILT FENCE
SUPPORT)
TEMPORARY 3.09-1 DD O
v
z
CONSTRUCTION ENTRANCE
INLET PROTECTION(WITH�aZ
DIVERSION DIKE
70 MIN.
A A
i. SET' POSTS AND EXCAVATE A 4'X4'
2. STAPLE WIRE FENCING TO THE P05T5.
CAI �
g 00
� CO
6" MIN. A 0'3
5:1
EXISTING
BLOCK & GRAVEL CURB
INLET
TRENCH UPSLAPE ALONG THE LINE
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' °
PAVEMENT
SEDIMENT FILTER
ado do
COMPACTED SOIL
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FILTER CLOTH A
MOUNTABLE BERM
(OPTIONAL)
�� _ �' CURB INLET
��
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PIPE OUTLET TO FLAT
� AREA WITH NO DEFINED
%
�
„
18 MIN.
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SIDE ELEVATION
�- �- - -� /--� -f-/
�-
-- FLOW
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EXISTING GROUND
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PLAN VIEW
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70 MIN1..
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4.5 MIN.
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3 Ln
Z 10 MIN.
EXISTING
--�
-�
SECTION A -A
FLOW I
I
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PAVEMENT
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED
VDOT #1 B -■ POSITIVE DRAINAGE
COURSE AGGREGATE TO SEDIMENT
10' MIN.
WIRE SCREEN __ -�� -��
--�,
GRAVEL FILTER `
CONCRETE BLOCK
FOR ENTIRE PERIMETER
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFlLL AND COMPACT THE
EXCAVATED SOIL.
-
v
* MUST EXTEND FULL WIDTH TRAPPING DEVICE RUNOFF A
OF INGRESS AND EGRESS PLAN VIEW WATER WITH OVERFLOW A 3do(MIN.)
OPERATION 3" MIN. SEDIMENT d �-
+�� •`•
12 MIN.
��
3 MIN.
FILTERED
WATER
° I
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r
PIPE OUTLET TO WELL
a'..'
• � .
DEFINED CHANNEL
PLAN VIEW
��. IIII
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II
A
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FLOW
FILTER CLOTH SECTION A -A
' d' W.
SEDIMENT • CURB INLET
WIRE SCREEN 2" X 4" WOOD STUD
d
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r J
SECTION A -A
EXTENSION OF FABRIC AND
WIRE INTO THE TRENCH.
O
SPECIAL APPLICATION
FILTER CLOTH 6779, RECOMMENDED
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
FILTER FABRIC
Q
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONpING IN FRONT OF THE STRUCTURE.
BASKET, OR CONCRETE.
W
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
�
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REINFORCED CONCRETE
SECTION B-B
DRAIN SPACE
*GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE ETER, BUT
DIAMETER, NOT
-
=
U
(D
p
LESS THAN 6 INCHES.
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TOP = 01. 0'
_ = $ T RE E T AP$4iOAC" SAAk
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CD
CD
W
(RAMS TO K AS �` SFAC�i AS VASA NE
SHOWN ON PLANS, :S,*E4VA1jC A ., RUAOWAY tRAa+r� To DE AS
_
.................... .�.._.� s 51+ *N ON PtNeAl
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sTb Cc /7 I A'.4;& l CCUL NA ON
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PLAN VIEW
SECTION C "C
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8",01A OR1F%aF
Q"0/,4 6W//e%ac'
/NV = 94 8'
j COal5T1 ACT C�tApIE CK #5 trrTN A aA�+A C3e.IG GiIRYi•*IC
THE"T TIAFWftG RLOV0EWIEWS Of ANTKIPAAI O KAVY
4
k7' PATxA(r ntiC C�Rv€
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TRUCK Tf aDC, TIIC OCPTH FOR SMOALK i CURB
RA11PS WITIKN TIC LbAtTS OF TFIE RAG419. 4 ULO 8E
04MASED To 71.
rG•£R�CGa?
_ i� .�.�--�•�
"
/r.I�ILn CIMiwAv ==,----'°------.-^-.- - -- y •-
VAX. i.= � 0
WKN STO, CG-11 IS USED %OIR ERIRANCES 8MT
IN CON.p�K104 WITlb VOOT PROJECTS, PLEASE
NOTE TOE Fat1.a�
O
BOTTOM! = 94.8'
�E ,.�„ _
LOPEN.FOR
5`1A?1 SrsiEET -^- ej
�l AIO�Y14 PAVE►AENT SHALL BE CONSr►tss"TED
TO TK R1W LRIE 1L%CEPT ANY SUBGRAVE
FOR MA$4.01t
\
6" AOS N-1
2010(50A&E FQR C ETC)
ENTRANCE
SECTION A - A
STAOLIZAt*4 KOUAkfO
PAV[UtNT WHC4 CAN 8£ OWTTEO IN
TN( ENTRANCE,)
rtA1x#. CURB CR CCltAOA1A7bL'd'N CURB
A,0 GUTTER S"&L NOT 8E CONSTRUCTEO
G111t ELWES FOR GRADE CHANGE D
9EYONO THE R/W Ly$ EXCEPT FOR
REKACEW-NT "POSES.
CNIPAxt 1v0(tAr' txSAAME uAgwilu
Wb£N LM0 IN CONAINCTION "IN STAWARO
St AR :.G 7, 6 AO.P FACE O s111S
StAtQ1A114 15 TO � Ap.It151E0 TO Wlisrri THE
PLAN VIEW
ELEVATION
'
►a;.:! stE 1NA.�I tgOq vFU) O x 3 t
tuC
U"TA8LE CVR8 Cc.N PWRATICirN,
.�Tb TtSADIES"
w0tum ('r0•1500 vp0) x 6
oH +5t NDPO
LOW ILf 53 111AH 500 VPO)
PLANS ARE 10 00CATE YiIIEN CONSTRUCTION OU
A FLOW LINE IS REOL EO TO PROVOC P0971Vt
DRAAA,GE 4AC91OSS THE [NTRANC£.
OPY"AL TLO'WLW UAY REOLWE W#$K' aG Or A
PORTION OF,GUT1tR TCb PRECi4)oC ►'U`+Jn+G 41 WATER,
GA
� •77
-
STRUCTURE #2 MODIFIED JB1
:ss�`cIF�ATtn�tiMETHOD~
R F(Rc►N` QF
FOR STREET INTERSECTIONS
=�f� ON
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1102 AND COMMERCIAL ENTRANCES
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W0�
loRCovA DCPARTL/ENT OF TRV#SPORTATICIN
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--.._._. _ ._ QMICHAEL M. A TZv
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CHECKED BY: MMA
_; .
1 4994
4992!L��.._._..-_�
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._ .._._.... 4992 < p�
AND
SUFNSS
AUGUST 6, 2001
SCALE 1" = 40'
10+00 10+10 10+20 10+30 10+40 10+50
10+60 10+70 10+80 10+90 11+00 11+10 11+20
20+00 20+10
20+20
20+30 20+40
20+50
20+60 20+70
20+80
20+90
21+00
21+10
21+20
21+30
21+40
21+50
21+60
21+70
21+80
21+90
22+00 22+10
SHEET 4 OF 4
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Vb01'
E�1:0510N ANP 5F-t2IMF-N1- CON1I�0L- N01I�5
N ;
V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD
IN A PUBLIC RIGHT OF WAY.
the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
s
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f
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AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND
2• THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST
2. The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site plan prior to or as a first
SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.
stepin clearing.
g
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LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
4
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OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND
LEAVING THE SITE.
3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas.
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SHALL GOVERN.
V2.
ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final
�. •
o
OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
inspection.
a
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RULES ®ULATIONS.
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
,�
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V3.
WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL,
WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH
TO ORIGINAL CONDITIONS.
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH
5. The contractor is responsible for installation of �n,X additional erosion control measures necessary to prevent erosion and sedimentation as determined by
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THE CURRENT EDITION OF VDOT S WORK AREA PROTECTION MANUAL
THE 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION
the plan approving authority.
^
`` _
~
FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF)
3,02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
OF THE PROJECT. SHOULD COMPLAINTS OF MUD BEING TRACKED ONTO
6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times.
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ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C.
RTE. 783 BE MADE TO THE COUNTY THE CONTRACTOR WILL NEED TO
7• The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times.
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DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
INSTALL A WASH RACK WITH WATER SUPPLY AND SED. TRAPPING DEVICE.
RESPONSIBLE FOR
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CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
6. THE CONTRACTOR WILL BE THE POSITIVE DRAINAGE
8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to
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V5.
DEEMED NECESSARY BY VDOT.
PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE
FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY
OF THIS SITE.
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
maintain the effectiveness of the erosion control devices will be made immediately.
9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work.
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WORK ON VDOT RIGHT OF WAY.
8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND
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V6.
IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
GUIDELINES SET FORTH BY OSHA AND VOSH.
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PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE
9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540)
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ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND
I- P0510N ANP 5F-P 1 MF-N1' CON1120L NAPpATI V[�
O
VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO
EXISTING SITE CONDITIONS.
,P,
�--
INITIATION OF WORK.
10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
Project Description
'z�
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U
V7.
CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN
WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME.
UTILITIES REQUIRED BY THIS SITE PLAN.
11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SIB
The is Additional
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PLAN ARE TO BE INSTALLED PRIOR To CONSTRUCTION.
purpose ose of this project a change a in use of an existing Site. runoff will be detained b under round detention. A parking area is to be
P P P J 9 9 Y 9 P g
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V8.
VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION.
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE
12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95
constructed and the existing gravel is to be paved.
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ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH
DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698,
Existing Site Conditions
•
CD
AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
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ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND
APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL
The subject area currently is occupied and covered with areas of gravel. The majority of the site drains to the South and Southwest.
d
s
BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
SUPERSEDES THIS NOTE IF PROVIDED,
Adjacent Pro erties
p
V9.
CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY
MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
APPROXIMATE LOCATIONS AND NOT ALL
This project is bounded by remnants of a old rail road to East and West of the property, Brick Kiln Road to the West and M2 Zoned property to the South.
V10.
ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
UTILITIES MAY BE SHOWN.
VICIN11-Y MAp
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN
14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
Erosion Control Measures
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND
_Install diversion dikes and perimeter silt fence per site plan
-Install storm sewer & detention facility
1 "
2000'
t?r--5PON50C 1� LAW
CON1'AC1' NUMf31�P,5
Y 01E-:�
5UI?VF-N 5
COORDINATE THE WORK WITH PUBLIC WORKS.
15. THE CONTRACTOR WILL CONTAIN ALL UTTER AND DEBRIS ON SITE.
-Install culvert inlet and outlet protection
t 1
FALCON HEATING &AIR CONDITIONING: ALIX HOSSEINIAN (703) 450-7777
1.
BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
-Clear and grade site
-Install permanent seeding
NAME:
FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES.
EACH WORK DAY,
ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233
16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE
Permanent Stabilization
CONSTRUCTION PROCESS.
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
CERTIFICATION #:
ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651
511-F- PLAN N01-r--5
EXCAVATION WITH EASEMENTS.
Permanent erosion control measures include the establishment of gross on exposed surfaces disturbed in the construction process.
18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
EXP. DATE
SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650
1.
NO OUTDOOR STORAGE IS PROPOSED OR EXISTING FOR THIS SITE.
WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION.
Maintenance Program
2.
NO ADDITIONAL OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR
19. REQUIREMENT AND PLACEMENT OF CG-12s AT SITE ENTRANCE IS AT
NC
ANC
1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE
EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540)
665-5643
THIS SITE. EXISTING RECEPTACLES ARE SHOWN ON SITE PLAN.
THE DISCRETION OF VDOT. CONTRACTOR SHALL CONTACT
INSPECTOR/ENGINEER TO THIS REGARD.
deficient areas will be repaired or improved immediately.
PLANS.
3.
ALL SIGNAGE, EXISTING OR PROPOSED, ON THIS SITE IS SHOWN ON
2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be
NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH
SANITARY SEWER AND WATER: CITY OF WINCHESTER (540) 667-1815
Q
O z
F I I?F- MAf?5HAL- L GF- N� [; AI NOS 5
SITE PLAN. PRIOR TO THE PLACEMENT OF ANY NEW SIGNS ON THE
installed immediately where deficiencies are found.
THE OWNER, SITE CONTRACTOR, PUBLIC WORKS, &DESIGNER PRIOR
TELEPHONE: vERIZON 301 954-6282
( )
U
PROPERTY, A SIGN PERMIT MUST BE OBTAINED FROM THE FREDERICK
COUNTY INSPECTIONS DEPARTMENT.
To COMMENCING ANY SITE WORK.
F- 0:�
pPOJ�C r PA1'A
1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE
3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps.
ELECTRIC: ALLEGHENY POWER (800) 654-3317
U
j
4.
NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED FOR THIS SITE.
WHERE CURBING MUST BE PAINTED YELLOW.
"NO
4. It is the the to and maintain the underground facilities basis
a
EXISTING OUTDOOR LIGHTING IS SHOWN ON SITE PLAN. ALL LIGHTING
2. PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE
responsibility of owner clean and pipes on a regular or after extended rainfall events.
AREA OF SITE:
1.20 ACRES
GAS: SHENANDOAH GAS COMPANY (540) 869-1111
SHALL BE SHIELDED/DIRECTED AWAY FROM ADJOINING PROPERTIES
AT THE FIRE MARSHALL'S DISCRETION.
CURRENT ZONING:
M2
w
O
p Z
TO PREVENT GLARE.
3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION
PROPOSED
CURRENT USE:
WAREHOUSE
MISS UTILITY: 1-80 0*3
0-257-7777 w �' ` "`
-� O
AS DETERMINED BY THE FIRE MARSHALL.
o
4. ACCESS AROUND NORTH SIDE MUST BE MAINTAINED AT ALL TIMES FOR
PROPOSED USE: WAREHOUSE
BUILDING HEIGHT ALLOWED: 60' MAX.
0�-'
wEMERGENCY
.< U
W
VEHICLES.
FAZON
5. NEAREST EXISTING HYDRANT LOCATED APPROX. 525' SOUTHWEST OF
SITE ALONG RTE. 783 (BRICK KILN ROAD).
OPEN SPACE REQ:
25%
Afl�&AIpCO�PITTO�I��� INC,�
U
CD
I-- WEXISTING
OPEN SPACE:
24%
1:::)
OPEN SPACE PROVIDED:
35%
W
tY
SITE INFORMATION:
CZ�'-
BUILDING SETBACK REQUIREMENTS
FRONT:
75'
ADDRESS: 205 BRICK KILN ROAD
LEFT:
25'
TM #54-A-55
RIGHT:
REAR:
25
25'
ZONED: M2
INSTR.# 020001181
EXISTING BUILDING SETBACKS
\
FRONT:
114'��
LEFT:
10.8'
DEVELOPER:
RIGHT:
REAR:
1.1 '
18.99
FALCON HATING & AR, CONPITIONING, INC
S
PARKING CALCULATIONS
ALEX HOSSEINIAN
REQUIRED: 1 PER 250 S.F. OF OFFICE 4 SPACES
21625 ASHGROVE COURT
1 PER EMPLOYEE FOR WAREHOUSE
TOTAL PROPOSED
1 SPACES
STERLING, VA. 20166
ADA SPACES REQUIRED
5 SPACES
1 SPACES
(703) 450-7777
ADA SPACES PROPOSED
1 SPACES
OWNER:
FV13' L�C
LANDSCAPING CALCULATIONS
PERIMETER - 1 TREE PER 40'
21625 ASHGROVE COURT
REQUIRED: 280'/40'=
7 TREES
STERLING, VA. 20166
PROPOSED
7 TREES
(703) 450-7777
INTERIOR -
cn
a
1 TREE PER 10 PARKING SPACES
FREDERICK COUNTY PUBLIC WORKS APPROVAL
z
�'
REQUIRED
1 TREES
c
PROPOSED
1 TREES
E
�i
E
TRAFFIC DATA
TRIPS GENERATED FROM SITE =
50/WEEKDAY (APPROX)
o
DIRECTOR DATE
AADT ON ADJACENT STREET =
2900 (2001 DATA)
0
SEAL AND SIGNATURE
0
U
PLT H Or
& ' 'L
odd D. WW '°
�,
w
N
-
o z
c� '7• Z 1. Zoo3 a
MICHAEL M. ARTZ
Q
N
FREDERICK COUNTY ZONING APPROVAL
Q32091 No 219512j
l
<"VD suR��
CHECKED BY: MMA
THESE PLANS ARE IN CONFORMANCE
WITH COUNTY
ZONING ADMINISTRATOR DATE
MAY 30, 2002
OF FREDERICK STANDARDS AND ORDINANCES.
ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THIS SITE PLAN IS VALID FOR (5) FIVE
FILE # 10346
SHEET
1 OF 4
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
YEARS FROM THIS DATE OF APPROVAL
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4" 2"
2" R
co
CLASS A3
2" SM-12.5A SURFACE ASPHALT
4" BM-25.0 BASE ASPHALT
$4
C�,c
(D
a_ co
C, Cp
41
SO
CONCRETE
�8" 21A STONE SUBBASE
.,I-
,,o cn-j
uj
I- u-
0O
51I)IN6
COMPACTED SUBGRADE
•(.0
C);>,
Ln
>- 04
, c14
L ]� c,
LL-
6"_ 24"
6 21A STONE BASE
UNDER ENTIRE CG -6
=
cd
>
1:1 C:3
0
cl N C)LdS
�-w0
41
%Z:
41
396.5
CG-6 (CURB
8c GUTTER)
AND PAVING DETAIL
LJ
00201,
NOT TO SCALE
Z:
N
Y_
LLJ
LLj
E)(/s77/VG
LECEND
41
177.
61,
GRAVEL
C5
L
EXISTING INTERMEDIATE
CONTOUR----- - ------ 33
4-
223.1,
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
40
EXISTING EDGE OF PAVEMENT
1,20
PROPOSED EDGE OF PAVEN ENT
EXISTING CM AND GUTTER
PROP E/P
EX C&G
=======
14CPT
PROPOSED CURB AND GUTTER
— —
PROP C&G
5
600P\T55,
CONC. 56. 205 LIV
PROPERTY LINE
EXISTING POWER POLE
pp
p 0 \
ZONED: M2 /4p
EXISTING TELEPHONE POLE
Tp
EXISTING
ONE WAY SIGN
GRAVEL
EASEMENT LINE
- — — — — — — — — — — — — — -
c;
BLOCK
WAKEN
CENTERLINE
EXISTING SPOT ELEVATION
ct
12.0
U
o -�
CD
cj-
US
c*N4
n
PROPOSED SPOT ELEVATION
+
153
cf)
7;1<�
V_
EXISTING TREE DRIP LINE
E
=
OFFICE
SPACE
k
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
n I
I
=
CD
5' WALSIGNONTED CON'\ \ \
\
CG-12
gDaJURISDICTIONAL
A CONST
A
LLJPROP
\ ' NC. ADA
��WPARKING
Q.)
cl)
INDICATOR
INDICATES THE NUMBER OF
TYPICAL PARSING SPACES
0
20 n 20 40
EXISTING STORM SERER
_n=E::3=EX. 15 RCP
u�
LLJ
C-)
LLJ
mmmmow
SCALE 1 20 FEET
166.91 PROPOSED
o, 0 LOADING SPACES
PROPOSED STORM SEVER
_T_ r
Q�_
50,1
<
V,
f u."
lza
v
00
%
Irv%
v \ , 17 PROPOS
&
ORAIW,; lNp-'�RGRQMD
I:AClLrryATEf? ETENTI NOTES:
)N rqv.1
P,
1. OFFSITE DISCHARGE CHANNEL
IS INADEQUATE FOR THE
02
6 r2
B87
DISCHARGE OF THE UPSTREAM
DETENTION SUPPLIED WITH THIS
WATERSHED. THE
PROJECT IMPROVES THE
% NIA
0 /Nvtgg.
CIJR8\
U5E:
CURRENT CONDITION BUT DOES NOT CORRECT IT.
0)
ZC4
10 0-
Q;
0�yaEV,
2. GUTIER SURROUNDING HANDI--CAPPED
INCORPORATE CROSS -SLOPE
SPACE SHOULD
OF NO MORE THAN 2%.
Cy
M 0,
S/0
N
aCO
<
I KENT S I
AS
/( PARKING
(n
4�
c:PHALT
ct
400
184�
/A/V.0 .7'
4.6
E
0
E
2
sIfINn D/S,741vQ_
>
111cto
1ekle 1000
X
6 . . . . . . . . . .
VDOT STD. CG- 11 (see detail)
7(700
��-T H or
:3
0
735
\
=�
/�'
�
/A1V our__
,
Q MICHAEL M. ARTZ
1951
0
\
\/No.
-2900/�
(40, ("00,
04r,4)
1
1
-7
R_
(3
AID
D
-
supl,,IZ�
CHECKED BY: MMA
MAY,28, 2002
SCALE 1 = 20'
93
SHEET 2 OF 4
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?a-
1 !?6'
_51� OAl2
O ly �'1/ l
41
EX/I
41 GRAVEL
S 4.3* 1,3,4
E
39
6.sl
90
CONIC. 56. 1'
LIXIS77N
C5
28.0,
OFFICE
SPACE 4
223.1
1,20
�ICp�S
lleOPT551
205 \eK
ZONED: M2
PROP
V/1C WALL A40UN�D
V ON
51' ZA
w S/GN
20 0 20 40
SCALE 1" = 20 FEET
v(" VA
V
V,
----PO NOT CUT LEADER
TPR�UP TO 1/3 OF BRANCHES
RETAIN ATURAL SHAPE
A,-
J
wKI
02
cl
BLOCK
WA
REHOUSL,
LOAD
166.9)
PROPOSED 3 3 LOAD�11NG SPACES i
_gw
ATTACH GUY WIRE & HOSE
ABOVE FIRST BRANCH
soT
REMOVE TOP 1/3 OF BURLAP
400
3" MULCH LAYER
-4" SAUCER AROUND PIT
DRIVEN
STAKESRIVEN BELOW GRADE
-11 11 Ir!
1=1 I 1EI I IE1 I M
II
j=M=Tj
-PLANTING MIX AS SPECIFIED
Em E
LIGHTLYJAMP SOIL
UNDER BALL
LARGE SHADE TREE PLANTING-2 \QAL 8c LARGER
NOT TO SCALE
WE
SYMBOL
6591887
ZON�P: M2
USA;oxyqt�
R? � x "h \��F ��� \ j,_ � 1� I
ASP6ALT
/w 4N-941
.0 J94-6,
EROSION AND SEDIMENT CONTROL LEGEND
3.02 TEMPORARY STONE (D 4;7
CONSTRUCTION ENTRANCE CE 0— I I
3.05 x
SILT FENCE IS F x
3.07 STORM DRAIN INLET
PROTECTION
3.09 TEMPORARY DIVERSION DIKE
3.18
OUTLET PROTECTION OP
Storm Structure Schedule
5T R#
TDc_ccnrtion
I
FE5-1
2
JB-) (MODIFIED 5EE DETAIL)
3
4
DI-7 (A/ITN [)I- I GRATE)
51Mh-
I
PLANT SCHEDULE
QUANTITY COMMON NAME HEIGHT
LOCATION
8 CALIPER PARKING PERIMETER
SWEET GUM
2 1/4
yr
1000 62.\O
S4% IZAIIIti
DISNI, 1 0
14 ce
1000
lIp VDOT STD. CG-1 1 (see detail) so,
e)
z OUT
1519,00
(-100104
(40,
ISM
TYPE
TREE
OF
ICHAEL M. ARTZNo. 1951
0
CHECKED BY: MMA
MAI 2002
SCALE 1 20'
SHEET 3 OF 4
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TEMPORARY STONE 3.02-1
CONSTRUCTION ENTRANCE cE
70' MIN.
5:1
6" MIN.l A 0'3 EXISTING
1 PAVEMENT
FILTER CLOTH T AT
SIDE ELEVATION
EXISTING GROUND
70' MIN.
WASHRACK
B (OPTIONAL)
FILTER CLOTH —� SECTION A —A
REINFORCED CONCRETE
a-1 +00..0
. 0 �14§94.
5004
SECTION B-B
MOUNTABLE BERM
(OPTIONAL)
110,
MIN.
-EXISTING
PAVEMENT
10' MIN.
3 MIN.
— 3" MIN.
DRAIN SPACE
STORM DRAIN 3.07-$ IP
INLET PROTECTION
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
�_ CURB INLET
C
WIRE SCREEN
CONCRETE BLOCK
GRAVEL FILTER
RUNOFF
WATER WITH OVERFLOW
SEDIMENT
FILTERED WATER
SEDIMENT —' L CURB INLET
WIRE SCREEN L 2" X 4" WOOD STUD
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
TOP = Of 0'
OUTLET PROTECTION
A�
3do
rLIAN Vita►
3.18-1
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
0%--.-- d
SECTION A -A
FILTER CLOTH KEY IN 6"-9", RECOMMENDED
FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Rs STPEET AP"OACN SAME
tRAS s TO RE A$ ; ♦' SURFACE AS MAlftwE
SkOWN 0>; PLANS) :SoEl A ROADWAY
ARMY
..........
CuRe kMCUT T
A'DEwALK ;i`
�OPTJONAL
NOTE- 1W,{TT►f -Ir' 2'•0" OR AS� UAFttW ROAOW'Af
,r,A�,?,MN (k0 TYi'ti�CAL SECTKk+.
PLN 4 VIEW
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT}
t. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
IIII
1.00
FLOW I "
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
IRAC#JS TO DE AS
SHOOM ON PLAdW01 r
✓ r Ii $
6- CONmyc
EXPANSION JOINT
4
4. BACKFILLAND COMPACT THE
EXCAVATED SOIL.
.001
FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SECTION C"C
V ui11. trTn-ic c
•• •�•. •» •'• •,, "'i
INI! = 94 8'
CONStRUCT CRAPE. CHAW.CS W+TH A PARAil GilRV'E.
/
*ICN THE ENTRANCE RAMCA"T ACCCIleuWAtE
ts# Tt1Ft mC RtOtyKil NT$ OF ANIK%PAIEO HEAVY
�' 14'PARAWtLC Ct�ltE
TRUCK TRAFFK, TK Ill FOR S"10ALK 11 CU"
TtAWS tW1T1M Tiff LUIS or THE RAOIll }1.b.0 BE
+
fC.pl*DGE f� r5 OtWC�t4c
I � c'WrE @_
D
`�-- —_— — —
— —
*KN ST D. CG•1, r5 USED FOR NIRA&CES TlMT
Y1Api n iTGAp'WAY
— -- ----- m
IN CON4,04C104 WITHVOOT PR0j(CTS, PLEASE
G E UAY. (�
_ ---• 0
NOTE THE FOtlibWrtT�.
BOTTOA! = 94.8'
LOPE CRA srr�EET
��`r-� � D
XX
MA.0tlrl PAVt► N1 SH•tL BE
51 r�
't50TA�tr,�TjQ4 qOX (EXCEPTANYRJVTTE
2151OCSPAM FOR C04"RC4
PAV(WtNt W)4CM CAN BE (WSTTEO 04
ENTRAKE
IN( E;NTRAM E.)
66`ADS N—AZI
SECTION A - A
�
RADIAf. CUPS Chi CO�rfAt,Cxt CTJFifT
t�
GUIDELINES FOR GRADE CHANGE
0
RUCIED
DEYOND'TK RJWELNOT Ak EXCEPt FOR
REFtACtW_NT KAPQ.,ES,
1WK" t1SED IN CGAt�rtCTKkt WIIN STANDARD
VtAWC IxSQADt•E
MAXVIU
CG_E►;137A�E
SIA Cat CG T Ts+E AOj 11EO O AIC
SIAt�,ARo � To OE A�gxrsTEO TO wT�H T►ft
ELEVATION
W"TA&t.E CURB COWICAATATsak
PLAN VIEW
tu�E THA4 15CrD VW, D t
s %
Sft STANDARD CO.12 FOR CURB R4AP DES"
U(mu ct'00-1500 WPO) A 3 %
6 %
TO a( USED Ill IRS STANDARD
LOW IL[SS THAN 500 VPD) S 6 %
8
PLANS ARE TO L*MATE WHEN CO►+StRfCTION OF
A FLOW L#X IS REOUPEO TO FROVOC P097111VC
DRA014GE ACROSS TK ENTRAa�CE-
oPTKktAL Fi0'+Ft.INE uAY Rmwt YNFaF•s.G OF A
F'Cw*N CF CAMER TO F•itE>~i.ttOE p011 Of WAYER,
STRUCTURE #2 MODIFIED JB-1
N.T..S
a iN==42b17
I OUT=4994.6
5004
INV. -OUT�4999
5002
4-998
4996
4994
4992
REFERENCE �E'TMETHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
� r AND COMMERCIAL ENTRANCES
V*t,ftA DEPARTUCHT OF TRAlfSPORTATygN
2�3.0
.5 : M499A 7
=4994.6
203.
TEMPORARY
DIVERSION DIKE
1
I
I
RCA
{
1
r
---------
18
RCP O_-�=0:50%"....._...__.____..___.
1
I i
�
!
l
!
i
i
.
I
`
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+50 21+60 21+70 21+80 21+90 22+00 22+10
3.09-1 DD
nn.mnnrrn cnu
4.5MIN.
L kZ7'
+1�5
. IN 499 .8
4996
e,�PV'f H OF
4994 V
MICHAEL M. ARTZ
No. 19 1
-7
4992 < oQ-
'HO SUR`I��
U CD
u a z
aaz
00
co
4� Q W
•�W C,�COL0tC)
z_ xx '�
U J N Q p
O o �p
� >
b o w co
a:
Z OI p
� ��3��
m z J
Vw Ill
m z
W
O
Q
CD
cy
O �>
C1✓ O F—
cg
L.LJ v a z
CD ::D
z � o
I.1_I
rLLJ
z v
o �
J L.Lj
I _1J
S
a�
E
O
Z
p
N
Q
CHECKED BY: MMA
AUGUST 6, 2001
SCALE 1" = 40'
SHEET 4 OF 4
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Vb01' G1�Nr_IZAL NOBS
GF_Nr_ � N01T_:�5
F-I?OSION ANP SF_PIMF_N1' CONT?,OL N01-F-5
"
�®
V1. ALL WORK ON THIS PROJECT SHAU_ CONFORM TO THE LATEST
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD
IN A PUBLIC RIGHT OF WAY.
the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
•
�
CD
AND BRIDGE SPECIFICATIONS AND STANDARDS THE VIRGINIA EROSION AND
2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST
2. The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site plan prior to or as a first
•�
im
�
4
z
-
SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.
step in clearing.
�o
,,
� �
z
LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING
�
Z
OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
ANDLEAVING THE SITE.
3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas.
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SHALL GOVERN.
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V2.
ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final
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OF LABOR OCCUPATIONAL SAFETY &HEALTH ADMINISTRATION AND VOSH
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
inspection.
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UNDER ENTIRE CG-6
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LECEND
EXISTING INTERMEDIATE CONTOUR--------------
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- - - - -
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EXISTING SPOT ELEVATION
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DENOTES LOCATION OF STD VDOT
CG-12 ANORD JURISDICTIONAL
STANDARD CONSTRUCTION
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A
INDICATES THE NUMBER OF
TYPICAL PARKING SPACES
EX.
EXISTING STORM SEWER = -n=i23-
15" RCP
— =
PROP. 15" RCP
PROPOSED STORM SEWER
NOTES:
1. OFFSITE DISCHARGE CHANNEL IS INADEQUATE FOR THE
DISCHARGE OF THE UPSTREAM WATERSHED. THE
DETENTION SUPPLIED WITH THIS PROJECT IMPROVES THE
CURRENT CONDITION BUT DOES NOT CORRECT TT.
Z GUTTER SURROUNDING HANDI-CAPPED SPACE SHOULD
INCORPORATE CROSS -SLOPE OF NO MORE THAN 2%.
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No. 1951
19-
! E 1 lq�o SUR`1��0
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( CHECKED BY: MMA
.. ; MAY,28, 2002
\ \ ' 93 SCALE 1" = 20'
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TEMPORARY DIVERSION DIKE D D N w
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OUTLET PROTECTION O P
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.. rr. ! V SPgCES
ATTACH GUY WIRE & HOSE
ABOVE FIRST BRANCH
REMOVE TOP 1 /3 OF BURLAP
3" MULCH LAYER
4" SAUCER AROUND PIT
3-2"X2"X24" STAKES
DRIVEN BELOW GRADE
•. 1 i I-T�f=iTl- .
' - - PLANTING MIX AS SPECIFIED
LIGHTLY \TAMP SOIL
UNDER BALL
LARGE SHADE TREE PLANTING-2 \QAL. & LARGER
NOT TO SCALE
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SYMBOL QUANTITY
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LOCATION
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TYPE
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MICHAEL M. ARTZ v
No. 1951
ND suR�,��y
0
v
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0
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CHECKED BY: MMA
MAY,28, 2002
SCALE 1" = 20'
SHEET 3 OF 4
G:\Exp 72974\pro 75777 Fa1con\Civi1\M1chae117577-7 Artz-Grocers\SHEETS.dwg, 7/21/20034:16:33 PM, KIP-plofler.pc3
TEMPORARY STONE 3.02-1 STORM DRAIN 3 07_$ OUTLET PROTECTION 318-1 89
P CONSTRUCTION OF A SILT FENCE TEMPORARY 3.09-1 DDT
CONSTRUCTION ENTRANCE 0E INLET PROTECTION (WITH WIRE SUPPORT) as z
70' MIN. A A 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. DIVERSION DIKE p�CL DO
5:1 TRENCH UPSLOPE ALONG THE LINE o rn
6" MIN. A 0'3' EXISTING BLOCK 8c GRAVEL CUR INLET T �' °� �° � o
B LE
PAVEMENT N 0
' o SEDIMENT FILTER 3do do COMPACTED SOIL a o
PIPE OUTLET TO FLAT '�"' w cD
FILTER CLOTH A MOUNTABLE BERM —�_ CURB INLET -�'� -� U z -�-j N I
(OPTIONAL) �_ �- -� —� J f� AREA
CHANNEL
NO DEFINED �`- ' 18 MIN. �— FLOW 0 � � Q � �
SIDE ELEVATION PLAN VIEW
w
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EXISTING GROUND � � �-..-� ��• - o � � � r_ �
70 MIN. `--� L a �~� -�� ,b
WASHRACK 10' MIN. ;, . �— r C=�r✓ �� G-�✓ �i;' Z I o
B (OPTIONAL) `` Y': Id / 4.5 MIN. 3 0 `-
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PAVEMENT KEY IN 6"-9"; RECOMMENDED � W
31N
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VDOT #1 B + POSITIVE DRAINAGE 10' MIN. --� CONCRETE BLOCK FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL_
COURSE AGGREGATE TO SEDIMENT GRAVEL FILTER
* MUST EXTEND FULL WIDTH TRAPPING DEVICE RUNOFF A
OF INGRESS AND EGRESS PLAN VIEW WATER WITH OVERFLOW A 3do(MIN.) `3
OPERATION 3 MIN. SEDIMENT d
12' MIN. 3" MIN. FILTERED WATER °
'�'` •.- • PIPE OUTLET TO WELL
O4 11, DEFINED CHANNEL
Ilu
PLAN VIEW
a,. I...
FILTER CLOTH SECTION A -A �' r L° ,- FLOW
CU
. , . •-�
6' - 7" SEDIMENT RB INLET o�---�-- d
WIRE SCREEN 2" X 4" WOOD STUD
SECTION A -A EXTENSION of FABRIC AND WIRE INTO THE TRENCH. O
SPECIAL APPLICATION FILTER CLOTH KEY IN 6"-9", RECOMMENDED
FOR ENTIRE PERIMETER FILTER FABRIC Q
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY BASKET, OR CONCRETE. W
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 2. L° IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED I) ` jJX WIRE I —� , \ CD
REINFORCED CONCRETE DRAIN SPACE USING PLATES 3.18-3 AND 3.18-4. ' y''ry
SECTION B—B *GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT '°°'1 Illy O �>
LESS THAN 6 INCHES.cl-
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70P = 01.0' vx$1PEET APPgOACH SAWNE
(RAMS TO K A7 SLAFAr-VO" AS MA!" OK Z � Q U
SkOWN ON PLANS) ,S*Ei1AW A.., ROA.IwAT fpeC,rA, To OE AS
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PLAN VIEW
8" D1.9. ORIFICE 8" 01A. 6WIRar' 1q CONSIK)CT CRAVE CHA .CS WITH A PARAeMIC CIAVt.
INV = 9,F 8'
w►04 ?"t ENTRAA10E RA3tC004r ACC01pACOATE
Tsf TAG R(OLIOEWNTS Or ANTKvATEe ►+EAVr
P A(iOtK cL �E i1PTRUCK TRAFFOC. T1IAC DEPTH FOR SO(WALK L CT."
1 ' RAS W11144 Nt LUTS OF TK rRAC1°SttOMO 13E
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b rrEHCK R SriiE£T ^-- p X,* M)OIL01E PAVE:►4NT SHALL HE cowstRVITED �
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STAMIZAMA KOVACO FOR MAWK
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EN1RAtdGE THE ENTrf"j,I
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RAr;°AL CvaO CA caTAT,oN curls
GUIDELINES FOR GRADE CHANGE 0 eEYOND 7K R1W L�TEXCEPT $00 TEo
RMACCtrE t "POSES,
wtE" vSEO tH C NAWCTION WITH STAWARO
ON T"S
Ew1RkxE 'dt.}iUAk D(WAKE AAAXVJM StAJ�`Q ARROCIS TO EE ADJUSTEDK CL"E TO uATCN THC
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►+� (wt}RE THxk s�I
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LOW kcss THAN S'JO VPp1 16 Y a % PLANS ARE 10 It"AT( WtfN > ONStRaiCMN OF
A FtOV LINE IS REOUARED TO PTOV" POSAI [
ORArRAGE ACROSS TK E1+1'PANCE-
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PORTsaN OF C,T TER TO PRECIUCE ViM)4%4 Of WATER,
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STRUCTURE #2 MODIFIED JB-1 RIFER(N METHOD OF
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AND COMMERCIAL ENTRANCES
10dI-Gw1A M.'PARTUf tT or TRM SPORTATSS9N 7o3.c) W0�
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49 4994 4994 MICHAEL M. ARTZ �
o
No. 19 1
CHECKED BY: MMA
4994 I I
4992 .
__._..__. �L___..__.__.___:____—_._—__ — _ _ _ _ i_ __._ ._s__.__ _ __----_��.____ __� .. _ __ _ _ i _ _ _ ' _. _. _ _ _.I-----.___ _.......... _ _..... _. 4992 u p�-
_ ._..___ .__.__-�---.-.—�- <�ND S R`1�� AUGUST 6, 2001
SCALE 1" = 40'
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+50 21+60 21+70 21+80 21+90 22+00 22+10 SHEET 4 OF 4
G.\Exn 72974\pro 75777 Falcon\Civil\Michael\7577-7 Artr-Grocers\,SHEETS.dwg• 7/21/2003 3:40:05 PM, KIP-plottar.pc3
VPOT G�N�RAL NODS
G�N�RAL N01F-5 F_R0510N AID 5F_P1M[�NI` C0N11R0L N01I�_5
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 AND
SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
LOCAL REGULATIONS APPLICABLE, IN THE EVENT OF CONFLICT BETWEEN ANY
OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH
RULES & REGULATIONS.
V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL,
WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH
THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL.
FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF)
ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C.
V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
DEEMED NECESSARY BY VDOT.
V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE
FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY
WORK ON VDOT RIGHT OF WAY.
V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE
ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO
INITIATION OF WORK.
V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN
WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME.
VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION.
V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE
ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH
CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
5URVrY N01F15
1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A
FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES.
511rr-- PLAN N01-F- 5
1. NO OUTDOOR STORAGE IS PROPOSED OR EXISTING FOR THIS SITE.
2. NO ADDITIONAL OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR
THIS SITE. EXISTING RECEPTACLES ARE SHOWN ON SITE PLAN.
3. ALL SIGNAGE, EXISTING OR PROPOSED, ON THIS SITE IS SHOWN ON
SITE PLAN. PRIOR TO THE PLACEMENT OF ANY NEW SIGNS ON THE
PROPERTY, A SIGN PERMIT MUST BE OBTAINED FROM THE FREDERICK
COUNTY INSPECTIONS DEPARTMENT.
4. NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED FOR THIS SITE.
EXISTING OUTDOOR LIGHTING IS SHOWN ON SITE PLAN. ALL LIGHTING
SHALL BE SHIELDED/DIRECTED AWAY FROM ADJOINING PROPERTIES
TO PREVENT GLARE.
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained occordmg to minimum standards and specifications of
IN A PUBLIC RIGHT OF WAY.
the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
2. THE MANUAL ON UNIFORM TRAFFIC CONTROL.. DEVICES (MUTCD) MUST
BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.
2. The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site plan prior to or as a first
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
step in clearing.
PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND
LEAVING THE SITE.
3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas.
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
inspection.
TO ORIGINAL CONDITIONS.
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH
5. The contractor is responsible for installation ofgn additional erosion control measures necessary to prevent erosion and sedimentation as determined by
THE 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION
the plan approving authority.
3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times.
OF THE PROJECT. SHOULD COMPLAINTS OF MUD BEING TRACKED ONTO
RTE. 783 BE MADE TO THE COUNTY, THE CONTRACTOR WILL NEED TO
7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times.
INSTALL A WASH RACK WITH WATER SUPPLY AND SED. TRAPPING DEVICE.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE
8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to
OF THIS SITE.
maintain the effectiveness of the erosion control devices will be made immediately.
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work.
8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND
GUIDELINES SET FORTH BY OSHA AND VOSH.
9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540)
667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND
R0510N ANn 5F-PIML�Mf CONIP,OL NARRAI"IV[�
EXISTING SITE CONDITIONS.
10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
UTILITIES REQUIRED BY THIS SITE PLAN.
Project Description
11. All EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SIX
PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION.
The purpose of this project is a change in use of an existing Site. Additional runoff will be detained by underground detention. A parking area is to be
12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95
constructed and the existing gravel is to be paved.
DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698,
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
Existing Site Conditions
BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND
APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL
The subject area currently is occupied and covered with areas of gravel. The majority of the site drains to the South and Southwest.
SUPERSEDES THIS NOTE IF PROVIDED,
13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY
Adjacent Properties
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
This project is bounded by remnants of a old rail road to East and West of the property, Brick Kiln Road to the West and M2 Zoned property to the South.
APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN.
14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
Erosion Control Measures
SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
-Install diversion dikes and perimeter silt fence per site plan
WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND
COORDINATE THE WORK WITH PUBLIC WORKS.
-Install storm sewer &detention facility
15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE.
-Install culvert inlet and outlet protection
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
-Clear and grade site
EACH WORK DAY.
-Install permanent seeding
16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE
Permanent Stabilization
CONSTRUCTION PROCESS.
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
EXCAVA11ON WITH EASEMENTS.
Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process.
18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION.
Maintenance Program
19. REQUIREMENT AND PLACEMENT OF CG-12s AT SITE ENTRANCE IS AT
1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or
THE DISCRETION OF VDOT. CONTRACTOR SHALL CONTACT VDOT
INSPECTOR/ENGINEER TO THIS REGARD.
deficient areas will be repaired or improved immediately.
2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be
R� MARSHAL L 61� Nr-� RAL N OIL 5
installed immediately where deficiencies are found.
1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE
3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps.
WHERE CURBING MUST BE PAINTED YELLOW.
2. "NO PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE
4. It is the responsibility of the owner to clean and maintain the underground facilities and pipes on a regular basis or after extended rainfall events.
AT THE FIRE MARSHALL'S DISCRETION.
3, CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION
AS DETERMINED BY THE FIRE MARSHALL.
4. ACCESS AROUND NORTH SIDE MUST BE MAINTAINED AT ALL TIMES FOR
EMERGENCY VEHICLES.
5. NEAREST EXISTING HYDRANT LOCATED APPROX. 525' SOUTHWEST OF
SITE ALONG RTE. 783 (BRICK KILN ROAD).
44
®t
r
VICINI-rY MAP
I " - 2000'
RF_5P0N5113LF_ LANP I�I51'LIR13�R
CERTIFICATION is
EXP. DATE
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING ACTMTY AS SET FORTH IN THE
PLANS.
NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH
THE OWNER, SITE CONTRACTOR, PUBLIC WORKS, & DESIGNER PRIOR
TO COMMENCING ANY SITE WORK.
pROJF-C1' PA -'A
AREA OF SITE: 1.20 ACRES
CURRENT ZONING: M2
PROPOSED ZONING: M2
CURRENT USE: WAREHOUSE
PROPOSED USE: WAREHOUSE
BUILDING HEIGHT ALLOWED: 60' MAX.
OPEN SPACE REQ: 25%
EXISTING OPEN SPACE: 24%
OPEN SPACE PROVIDED: 35%
BUILDING SETBACK REQUIREMENTS
FRONT:
75'
LEFT:
25'
RIGHT:
25'
REAR:
25'
EXISTING BUILDING SETBACKS
FRONT:
114'
LEFT:
10.8'
RIGHT:
1. 1,
REAR:
18.9'
PARKING CALCULATIONS
REQUIRED: 1 PER 250 S.F.
OF OFFICE
4
SPACES
1 PER EMPLOYEE FOR WAREHOUSE
1
SPACES
TOTAL
PROPOSED
5
SPACES
ADA SPACES
REQUIRED
1
SPACES
ADA SPACES
PROPOSED
1
SPACES
LANDSCAPING CALCULATIONS
PERIMETER - 1 TREE PER 40'
REQUIRED: 280'/40'=
PROPOSED
INTERIOR -
1 TREE PER 10 PARKING SPACES
REQUIRED
PROPOSED
TRAFFIC DATA
TRIPS GENERATED FROM SITE =
AADT ON ADJACENT STREET =
7 TREES
7 TREES
1 TREES
1 TREES
N i;
.t
wave
CON1-ACT" NUM13F-R5
FALCON HEATING & AIR CONDITIONING: ALEX HOSSEINIAN (703) 450-7777
ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233
ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651
SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650
EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540)
665-5643
SANITARY SEWER AND WATER: CITY OF WINCHESTER (540) 667-1815
TELEPHONE: VERIZON (301) 954-6282
ELECTRIC: ALLEGHENY POWER (800) 654-3317
GAS: SHENANDOAH GAS COMPANY (540) 869-1111
MISS UTILITY: 1-800-257-7777
F&CON
H�ATIN6 & AIP, CONPITIONIN6., INC,
SITE INFORMATION:
ADDRESS: 205 BRICK KILN ROAD
TM #54-A-55
ZONED: M2
INSTR.# 020001181
DEVELOPER:
FALCON HFA1IN6 & AIR CONWIONING, INC
ALEX HOSSEINIAN
21625 ASHGROVE COURT
STERLING, VA. 20166
(703) 450-7777
OWNER:
rvC , LLC
21625 ASHGROVE COURT
STERLING, VA. 20166
(703) 450-7777
FREDERICK COUNTY PUBLIC WORKS APPROVAL
50/WEEKDAY (APPROX) DIRECTOR DATE
2900 (2001 DATA)
SEAL AND SIGNATURE
�, 'T H 0r
Z
O odd D. W c,
MICHAEL M. ARTZ
v '7• Z �• Z003 > No 1951
032091 � 2,f,7012�_7
HD SUV0
THESE PLANS ARE IN CONFORMANCE WITH COUNTY
OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
FREDERICK COUNTY ZONING APPROVAL
ZONING ADMINISTRATOR DATE
THIS SITE PLAN IS VALID FOR (5) FIVE
YEARS FROM THIS DATE OF APPROVAL
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FILE # 10346
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21A STONE SUBBASE
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6" 21A STONE BASE
UNDER ENTIRE CG-6
CURB 8c GUTTER) AND PAVING DETAIL
NOT TO SCALE
LECEND
EXISTING U TERMEDIATE CONTOUR-------______ 33-
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EXISTING INDEX CONTOUR
PROPOSED CONTOUR v
EXISTING EDGE OF PAVEMENT—
_ PROPOSED EDGE OF PAVEMRNT PROP E/P
EXISTING CURB AND GUTTER = _ _ _ _ =EX C&G
PROPOSED CURB AND GUTTER PROP C&G
r, r
PROPERTY LINE - -
EXISTING POKER POLE -O- PP
EXISTING TELEPHONE POLE b TP O
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EASEMENT LINE ---------------- z
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EXISTING SPOT ELEVATION 12.0 U
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PARIGNG INDICATOR A Cn W
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PROP. 15" RCP
PROPOSED STORM SETTER
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NOTES:
1. %TSITE DISCHARGE CHANNEL IS INADEQUATE FOR THE
C3p�,gM� 6 DISCHARGE OF THE UPSTREAM WATERSHED. THE O1NIA
6591 DETENTION SUPPLIED WITH THIS PROJECT IMPROVES THE J�
87 CURRENT CONDITION BUT DOES NOT CORRECT fT. o 3 0
USE 20N�t) M2 � ZN
OXYGEN cUppt Z GUTTER SURROUNDING HANDI-CAPPED SPACE SHOULD - V o
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1 MAY,28, 2002
93 �� SCALE 1" = 20'
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3" MULCH LAYER
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DRIVEN BELOW GRADE
PLANTING MIX AS SPECIFIED
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TEMPORARY STONE 3.02-1
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OUTLET PROTECTION 3.18-1 OP
CONSTRUCTION OF A SILT FENCE
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FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
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-
TRAPPING DEVICE A
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SPECIAL APPLICATION
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THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
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DRAIN SPACE
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AUGUST 6, 2001
SCALE 1" = 40'
10+00 10+10 10+20 10+30 10+40 10+50
10+60 10+70 10+80 10+90 11+00 11+10 11+20
20+00 20+10
20+20 20+30 20+40
20+50 20+60 20+70
20+80
20+90
21+00
21+10
21+20
21+30
21+40
21+50
21+60
21+70
21+80 21+90
22+00
22+10
SHEET 4 OF 4
G \Exp 72974\Dm 75777 Fa1con\Civi1\MichaeR7577-7 Artz-Grocers\SHEETS-dwg, 7/21120033:40:05 PM, KIP-pbl2er.pc3