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GENERAL NOTES VPOT CENERALS LEGEND VICINITY MA C'3
Department ofinia Dep
1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virg _ "__
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - -' - - "- -- _ 33 "" '� a ,
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR �" ---- 330 W
must be provided prior to issuance of the site development permit. The approval of these plans in no way govern. PROPOSED CONTOUR 40
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT _ EX E/P
Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROPOSED EDGE OF PAVEMENT I TE
p g g p p V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX G�6 rn` Q
(VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G Rt 7 <U 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER o
required under State law. N Ln
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5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R G6-6 GG-bR ` nJ 00
It i utility
t i VDOT d bor private uy company. s t controllers junction boxes poles,
signal p, , , etc. owned y
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic ,- ,-.�,� ..
the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE V
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be .� N
be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T T _ „,.803 d i `o to
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. 4� � I
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15 RGP i
EXISTING STORM SEWER - fs „� Z Ln cU
6. Ana roved set of laps and all applicable permits must be available at the construction site. Also, a V5. Design features relating to field construction regulations, and control or safety of traffic may = cU
pp p pp p be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RGP W
representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER 0ryo o 0
7. Warning, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
signs, g g V6. Prior to initiation of .work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER �" 3 � � �
Control Devices (MUTCD). land use permits for any work: on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION 3
8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE
embankment. and held by the engineer and/or developer with the attendance of the contractor, various County
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9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE P P STREET ADDRE55 : 2140 NORTHWESTERN PIKE L o
qJ Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The WINCHE5TER, VA 22603 N Q,, >,
contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE MAGISTERIAL DISTRICT : GAINESBORO C > for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. CP
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE PARCEL IDENTIFICATION NO.: 52-((A))-608 w
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the LOT AREA : 3.0114 AC. � N
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support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, DISTURBED AREA 0.06 AC.
and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE - -�
-'' ...� ... � . .. - CURRENT ZONING : 52
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation CURRENT USE : RETAIL (GAS STATION, STORE), RESIDENTIAL
on the plans and as required at the field inspection. control devices and measures for proper. installation and deficiencies immediately after each rainfall, EXISTING POWER POLE PROPOSED USE SAME (INCREASE IN RETAIL AREA)
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
be minimum 6" diameter and conform to VDOT standard SB-1. EXISTING TELEPHONE POLE 5ETBACKS - BUILDING: FRONT: 50 FT PARKING: FROM ROAD R/W: 5 FT
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and SIDE: 0 FROM PROPERTY LINE: 5 FT
at the end of construction. EXISTING WATERLINE W TEE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than / "�""''r"-"
one litter receptacle shall be provided at the construction site. Vil. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE a ; REAR:
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. SIGNS: NONE PROPOSED
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take STING FIRE HYDRANT LIGHTING: NONE PROPOSED. ALL OUTDOOR LIGHTING MUST BE DOWNCAST AND
whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES.
j condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE LANDSCAPE TABULATION PARKING CALCULATIONS
I14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER
sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT REQUIRED: PERIMETER - I TREE PER 2,000 OF IMPERVIOUS AREA REQUIRED: RETAIL - I SPACE PER 200 OF.
y g p representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER PROP. IMPERVIOUS AREA = 3,054 SF RESIDENTIAL = 2 SPACES
sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples 3,054 OF / 2,000 = 15 TREES REQUIRED EX. RETAIL = 1068 SF.
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled PROPOSED REDUCER 2 TREES PROVIDED 1868 OF. / 200 = 93 SPACES
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN � a PROP. RETAIL = 580 S.F. W E-'
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. according to all applicable VDOT standards. 580 OF. / 200 = 2.9 SPACES H
HANDICAP RAMP (CG-12) � _.®_ j TOTAL SPACES REQUIRED = 15 � �
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT, TOTAL SPACES PROVIDED = 15
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be CG•-12 /0Rg I S �"�',�,O,�jA�
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STANDA1RAl� ���KUuil�n OPEN SPACE CALCULATION:
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
utility verification and the proposed construction. PARKING INDICATOR Al2 EX. LOT SIZE: 3.0114 AC. HANDICAPPED PARIGING Q
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES REQUIRED: I-25 SPACES = I HANDICAPPED SPACE
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A REQUIRED: 15go OR 0.451'1 AC. I HANDICAPPED SPACE PROVIDED �_ ® �.,
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a copy of all tests shall be submitted to VDOT prior to final VDOT approval. ® EX. OPEN SPACE: APPROX. 250 AC. 0 result of his construction project within or contiguous to the existing right-of-way. TEST PIT LOCATION OPEN SPACE LOST DUE TO EXPANSION: -ODD AC. E 1 E-+ �'
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and LOADING SPACES W om Q Z
18. When grading is proposed within easements of utilities, letters of permission from all involved companies P PROP. OPEN SPACE: 2.43 AC. OF OR 80.19a REQUIRED: LESS THAN 10�00 OF RETAIL = I LOADING SPACE W
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. I LOADING SPACE EXISTING Q
development permits. HANDICAP PARKING
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall L F.A. CA CU U) U
meet VDOT minimum design standards and is the responsibility of the developer. R LA . ION:
19. The developer will be responsible for the relocation of any utilities which is required as a result c his VEHICLES PER DAY COUNT W
project. The relocation should be done prior to construction. 100 REQUIRED: 1.6°
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE EX. GROUND FLOOR AREA: 2,108 OF
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account EX. SECOND FLOOR AREA: 1,280 5F p Q
in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The PROP. GROUND FLOOR AREA: 580 OF U H ® W
engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT TOTAL FLOOR AREA: 3,968 OF 04 Q
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on TOTAL LOT AREA: 131,111 5F ® W
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. + PROP. FAR: 0.03 1
PROPOSED SANITARY LATERAL CLEANOUT W W
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER
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professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. T 0geotechnical report has been prepared, it should supersede the requirements in this note. STORM DRAIN STRUCTURE IDENTIFIER O6 i
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 0 NERS CERTIFICATE
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE
present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 12.0 UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES.�'t'°i
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V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road +W
PROPOSED SPOT ELEVATION 3 ." and Bridge Specifications -Section 315. Density will be determined using the density control strip as iI5- �- ,�
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Z 0
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE rat `
shall be notified and given the opportunity to be present during the construction and testing of the �J A (/� DA E
control strip. uk�5
EXISTING TREE 15" OAK 015" PINE TRIP GENERA TION PA TA
fV21. Approval of these plans shall expire three (3) years from the date of the approval letter.
V22. Final location of CG-12 Curb Rams shall be determined b VDOT inspector. PROPOSED TREE rr; CLASS USE UNITS BLDG. AREA TRIP RATE VPD
p y p c `,i 15" OAK 15" PINE
UTILITY CONTACTS
Gas: Shenandoah Gas Co. DATE REVISION SEAL COVER SHEET
P.O. Box 2400
Winchester, VA 22604 6/17/04 PER FREDERICK COUNTY PLANNING COMMENTS Project Name:
(540) 869-1111 NORTnWESTERN PIKE TEXACO
Power: Allegheny Power Phone: VERIZON T 0
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 21741 Owner: Address, Including Zip Code &Telephone No.
Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 `'` 2740 NORTHWESTERN PIKE
DZICHAU & HAO TRUONG WINCHESTER, VA 22603
MISS UTILITY 1-800-552-7001 ARK D. SMITH �'
(540) 665-0283
N0,022837
9 _ 4 q,?7'Developer: Address, Including Zip Code & Telephone No.
FIRE MARSHAL S N TECs 1818 ROBERTS STREET
INDEX
SIONAL CAMBRIDGE CORPORATION WINCHESTER, VA 22601
Fire lane markings and sig_nage: SHEET I� ®DE (540) 662-2300
Any "No Parking" signs and yellow painted curb locations will be installed Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
by field inspection at the direction of the Fire Marshall's Office. 151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
HANDICAPPED PARKING NOTE c540> 662-4185
COVER SHEET SKEET 1 PROFESSIONAL SEAL & SIGNATURE
APPROVAL DATE; APRIL 29, 2004
Handicapped parking spaces and aisles shall slope SITE PLAN SHEET 2 THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND SCALE: N/A
no greater than 2% in all directions. ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY:
THE ZONING ADMINISTRATOR PRIOR TO `' RAB
CONSTRUCTION.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
JOB NO, 4047
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 2
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PROP. HC
PARKING
i X. FRANCH 15E SIGN
�":,'X12'X25'H- — A
I"X4"X4'-W SLATS, 2-FINISH NAIL AT
TOP AND 50TTOM
2"X4"X4' BEAMS. TOE NAIL TO I
4"X4"X6' POSTS
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EX. CONC.-
NOTES
I. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG. w e
2. FINISHED 51DE OF FENCE SHALL FACE C c,
ADJOINING PROPERTY, IF APPLICABLE. �o
COMPACTED GRAVEL
1A II 11-
WOOD FENCE D E TA I L
FOR DUMF5TER ENCLOSURE
NOT TO SCALE
50 25 0 50 100
5GALE: 1 " = 50'
/ EX. PUMP
TANK 0
PROP.
DUMPSTER PAD
7-0 BE
REMOVE
x
g
EX. DUMPSTER TO 5F
RELOCATED
EX. 5EPTIC
TANK
PROP. ONE
Q c) STORY
BUILDING
O .9 ADDITION
EX. 15TORY RETAIL
iEX. 2 STORY RETAIL , 5S8 5F
RESIDENTIAL H=15'
15T FLOOR=I,aOa 5F
2ND FLOOR=1,868 5F
H=25'
rEX. CANOPY-1-'I
�EX.ISLAND� r
X. PARKIN
�---- EX. BOLLARDS-
--
ROUTE 50 W.B.L.
20 10 0 20 40
SCALE: I" = 20'
EX. EP
GONG.
WHEELSTOP
CURBING /
(TY .)
PROP. RED MAPLE
01 LACER RUBRUM)
MIN. 2" CAL.
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NOTE: ALL PORTABLE SIGNS ARE
TO BE REMOVED AS PER SEC.
165-30, A, 5 OF THE FREDERICK
COUNTY ZONING ORDINANCE.
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EX. 51GN
3'X12'X20'H
ON51 TE TYF I CAL FAVEMENT SECTION
NOT TO SCALE
LIGHT PAVEMENT SECTION
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PAVEMENT DESIGN BASED ON A SUBGRADE GBR DESIGN VALUE OF 6. SOIL TEST
Of: THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
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MARK D. SMITH �
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DATE: APRIL 29, 2004
SCALE: AS SHOWN
DESIGNED BY. RAB
FILE NO. 4047
SHEET 2 OF 2
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FREDERICK COUNTY
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GENERAL NOTES
VP 0 T GENERA L NO TES
LEGEND
VICINITY MAP
0
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
p
Vi. 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
EXISTING INTERMEDIATE CONTOUR -
r
SCALE „-
County construction standards and specifications and/or current VDOT standards and specifications.
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
33
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
event of conflict between any of these standards, specifications or plans, the most stringent shall be
EXISTING INDEX CONTOUR
330
must be provided prior to issuance of the site development permit. The approval of these plans in no way
govern.
PROPOSED CONTOUR
40
W
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
EXISTING EDGE OF PAVEMENT
EX E/P
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Control Handbook.
Health Administration and VOSH Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
PROP E/P
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
EX GAG
�~ ` rn� .���
IT
(VDOT) and Frederick County prior to construction in existing State right-of-way.
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
EXISTING CURB AND GUTTER
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
PROP C&G
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required under State law.
Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
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66-6 GG-6R
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5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
TRANSITION FROM CG-6 TO CG-6R
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
EXISTING TELEPHONE LINE
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
the sole responsibility of the developer to locate and identify utility facilities or items, which may
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be in conflict with the proposed construction activity. VDOT approval of these plans does not
relieve the developer of this responsibility.
PROPOSED TELEPHONE LINE
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
EXISTING STORM SEWER
-� EX. 15" RGP
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V5. Design features relating to field construction, regulations, and control or safety of traffic may
be to deemed by VDOT. Any incurred
PROP. 15" RGP
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the developer be times.
subject change as necessary additional expense as a result of
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representative of must available at all
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. Prior to initiation of .work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEALER
�
3 u
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Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
PR ECT INFORMATION
Ln 3
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE
embankment.
and held by the engineer and/or developer with the attendance of the contractor, various County
�,
9.
All pavement sections on the approved plans are minimum sections to be utilized when the actual California
agencies, utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
STREET ADDRESS : 2140 NORTHWESTERN PIKE
L L
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Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
EXISTING GAS LINE
6MAGISTERIAL
WINCHESTER, VA 22603
N
o) >
for actual determination of required pavement thickness prior to placement. All final pavement and base
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
DISTRICT_ CxAINESBORO
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course thicknesses shall be designed in accordance with VDOT's 'Pavement Design Guide for Subdivision and
PROPOSED GAS LINE
PARCEL IDENTIFICATION NO. 52-((A))-60B
w �
SecondaryRoads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
V9. The contractor will be responsible for maintaining adequate access to the project from the
P g q p J
LOT AREA= 3DI14 AC.
�
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LINE
DISTURBED AREA
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
: 0.06 AC.
and prior to placement.
access to other properties ,affected by this project shall be maintained through construction. The
�..
FLOW LINE -+- - -� - -�-
CURRENT ZONING. B2
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
Developer shall have, within the limits of the project, an employee certified by the Department of
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
FENCELINE
CURRENT USE : RETAIL (GAS STATION, STORE), RESIDENTIAL
on the plans and as required at the field inspection.
control devices and measures for proper - installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE
PROPOSED USE SAME (INCREASE IN RETAIL AREA)
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
be minimum 6" diameter and conform to VDOT standard SB-1.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
EXISTING TELEPHONE POLE
SETBACKS - BUILDING: FRONT: 50 FT PAWING: FROM ROAD R./W:5 FT
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
at the end of construction.
EXISTING WATERLINE W/ TEE
--ir0-
SIDE: 0 FROM PROPERTY LINE: 5 FT
REAR: 0
one litter receptacle shall be provided at the construction site.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
36" cover and, when possible, to be installed under roadway drainage facilities.
EXISTING FIRE HYDRANT
SIGNS: NONE PROP05ED
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
LIGHTING: NONE PROPOSED. ALL OUTDOOR LIGHTING MUST 15E DOWNCAST AND
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V12. Any unusual subsurface conditions encountered during the course of construction shall be
SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES.
condition at all times.
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
EXISTING WATER VALVE
0
until an adequate design can be determined by the engineer and approved by VDOT.
LANDSCAPE TABULATION: PARKING CALCULATIONS
14.
*Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED WATER METER
®
REQUIRED: PERIMETER - I TREE PER 2,000 SF IMPERVIOUS AREA REQUIRED: RETAIL - I SPACE PER 200 S.F.
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sewer lines. Information should also be obtained from the appropriate authorit concerning ermAs, cut
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representative prior to placement and fill. Where CBR testing is required, a VDOT representative
EXISTING REDUCER
PROP. IMPERVIOUS AREA = 3,054 SF RESIDENTIAL = 2 SPACES
sheets, and connections to existing lines.
shall be present to insure the sample obtained is representative of the location. When soil samples
PROPOSED REDUCER
3,054 SF / 2000 = 15 TREES REQUIRED EX. RETAIL = 1,868 SF.
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
-o-
2 TREES PROVIDED 1,868 S.F. / 200 = 93 SPACES
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standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authorit
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as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
PROP. RETAIL = 580 SF.
580 S.F. / 200 = 2.9 SPACES
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The location
according to all applicable VDOT standards.
HANDICAP RAMP (CG-12) F
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TOTAL SPACES REQUIRED = 15
IMM
16.
of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
CGG 12 /0gg ISDI�ION�,
TOTAL SPACES PROVIDED = 15
�'
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
STANDA RAMP CONSTRUCTION
OPEN SPACE CALCULATION:
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
A, within or minus 2% of optimum moisture for the full dedicated street
utility verification and the proposed construction.
plus width of any
PARKING INDICATOR
12
EX. LOT SIZE: 3.0114 AC. HANDICAPPED PARKINGS
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17.
The developer will be responsible for any damage to the existing
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
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INDICATES THE NUMBER OF TYPICAL PARKING
SPACES
REQUIRED: 155o OR 0.4511 AC. REQUIRED: 1-25 SPACES = I HANDICAPPED SPACE
I HANDICAPPED SPACE PROVIDED
streets and utilities which occurs as a
his to the
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
EX. OPEN SPACE: APPROX. 250 AC.
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result of construction project within or contiguous existing right-of-way.
TEST PIT LOCATION
OPEN SPACE LOST DUE TO EXPANSION: -001 AC. SPACES
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
LOADING:
PROP. OPEN SPACE: 2.43 AC. SF OR 80.196 REQUIRED: LESS THAN 10�00 SF RETAIL a I LOADINGS SPACE
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must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
further where determined necessary by VDOT Inspector.
I LOADING: SPACE EXISTING,,
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development permits.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
HANDICAP PARKING
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19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT
100 >
F.A.R. CALCULAT,ON:
P4
project. The relocation should be done prior to construction.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED BUILDING ENTRANCE
REQUIRED: 1.0
EX. GROUND FLOOR AREA: 2,108 SF
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20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
EX. SECOND FLOOR AREA: 1280 SF
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
PROP. GROUND FLOOR AREA: 580 SF
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engineer must be notified immediately.
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
EXISTING STREET LIGHT
TOTAL FLOOR AREA: ?,968 5F
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a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
TOTAL LOT AREA: 13!,i11 SF
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21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
VDOT's approved list. A copy of this fast may be obtained from the District Material Section.
Contact the local VDOT Resident Office with an regarding sin material
PROPOSED STREET NAME SIGN
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PROP. FAR: 0.03
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
questions and placement.
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V18. The developer to the local VDOT list to
PROPOSED SANITARY LATERAL CLEANOUT
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22.
Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
AASHTO-T99, ASTM-D698, VTM-1 Density be by
must provide office a of all material sources prior
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
SANITARY MANHOLE IDENTIFIER
12
proctor or as applicable. shall certified a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
geotechnical report has been prepared, it should supersede the requirements .in this note.
V19. Aggregate bases and sub -bases shall be on the sub -grade by means of a mechanical
STORM DRAIN STRUCTURE IDENTIFIER
0
23.
Contractors shall notify operators who maintain underground utility lines in the area of excavating
placed
O // NERS CE�TIFICA TE
proposed
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
EASEMENT LINE
I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
present during the construction and testing of the density control strip.
CENTERLINE
EXISTING SPOT ELEVATION
IZ.O
CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE IAI I T0
UNDERSIGNED OWNERS, PRQPRIETORS OR TRUSTEES. st'.p`Lr Q ,
V20. Asphalt concrete pavement shall be in accordance with the latest edition of VDOT's Road
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placed
and Bridge Specifications -Section 315. Density will be determined the density
PROPOSED SPOT ELEVATION
+
3
using control strip as
715_
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
"� 2
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
EXISTING TREE LINE
l
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
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EXISTING TREE
tP��S 15" OAK 15" PINE
TRIP GENERATION DATA
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE
`rrjl 15" OAK 15" PINE
CLASS USE UNITS BLDG. AREA TRIP RATE VPD
UTILITY CONTA CTS
Gas: Shenandoah Gas Co.
DATE
REVISION
SEAL
COVER SHEET
P.O. Box 2400
Winchester, VA 22604
6/11/04
PER FREDERICK COUNTY
PLANNING COMMENTS
Project Name:
(540) 869-1111
NORTHWESTERNPIKETEXACO
Power: Allegheny Power Phone: VERIZON
P.O. Box 1458
Hagerstown, MD 21741 P.O. Box 17398
O 1
Owner: Address, Including Zip Code
& Telephone
No.
1-800-654-3317 Baltimore, MD 21297
(301) 954-6282
f
2740 NORTHWESTERN PIKE
MISS UTILITY 1-800-552-7001
� M R D. SMITH �
DZICHAU & RAO TRUONG WINCHESTER, VA 22603
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No.022837
(540) 665-0283
Developer: Address, Including Zip Code
& Telephone No.
FIRE MARSHAL S NOTE
1818 ROBERTS STREET
`sIO
SHEET
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INDEX
NAL
CAMBRIDGE CORPORATION WINCHESTER, VA 22601
Fire lane markings and sig_naee:
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(540) 662-2300
Any "No Parking" signs and yellow painted curb locations will be installed
Ingineer Certifying Plan: Address, Including Zip Code
& Telephone No.
by field inspection at the direction of the Fire Marshall's Office.
151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
HANDICAPPED PARKING NOTE
PROFESSIONAL SEAL SIGNATURE
COVER SHEET
SHEET 1
&
DATE:
APRIL
29,
2004
APPROVAL
Handicapped parking spaces and aisles shall slope
SITE PLAN
SHEET 2
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
SCALE:
N/A
no greater than 2% in all directions.
ORDINANCES. ANY DEVIATION OR CHANGE
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IN THESE PLANS SHALL BE APPROVED BY
DESIGNED BY:
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
RAB
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
JAB NO. 4047
+ SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL
« SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
SHEET
1
OF
2
PROP. NC
PARKING
><. FRANCHISE SIC-4N
..,'X12'X25'H --- A
I"X4"X4'-&" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
NAIL TO POST
4"X4"XS' POSTS
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,EX. CONC.
NOTES:
1. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG. - e
2. FINISHED SIDE OF FENCE SHALL FACE M
ADJOINING PROPERTY, IF APPLICABLE. �o
COMPACTED GRAVEL
W001D FENCE DETAIL
FOR DUMF'5TER ENCL05URE
NOT TO SCALE
• 25 • 50 10•
• •
EX. PUMP
TANK 0 PROP.
DUMPSTER PAD
EX. FEiVC TO BE
_ RE'h10v D r •�
EX. DUMPSTER TO ESE
RELOCATED
EX. SEPTlC _
TANK
�ua� PROP. ONE
cD STORY
IO O IBUILDING
O 9 ADDITION
EX. I STORY RETAIL
EX. 2 STORY RETAIL / 50a SF
RESIDENTIAL H=15'
IST FLOOR=1,803 SF
2ND FLOOi°:=1,8�8 SF
H = 2 5'
\ C,ONC- u]7LK
,EX- CANOPY
�X. (SLAND� r
X. PARKIN
------ EX. BOLLARDS--_ _�
ROUTE 50 W23.1-.
20 10 0 20 40
5GALE: I" = 20"
EX. EP
CONC.
WHEELSTOP
CURBING
(TYP.)
PROP. RED MAPLE
(AGER RUBRUM)
MIN. 2" GAL.
NOTE: ALL PORTABLE SIGNS ARE
TO BE REMOVED AS PER SEC.
165-30, A, 5 OF THE FREDERICK
COUNTY ZONING ORDINANCE.
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MARK D. ITH
NO, 022837
`s%AL
HX. 51CiN
3'X12'X20'H
ON5 I TE T�'P I CAL PAVEMENT SECTION
NOT TO SCALE
LIGHT PAVEMENT SECTION
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF (o. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
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DATE: APRIL 29, 2004
SCALE: AS SHOWN
DESIGNED BY: RAH
FILE NO. 4047
SHEET 2 OF 2
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