HomeMy WebLinkAbout26-05 Motion Auto Parts - Auto Parts Store - Opequon - BackfileMOTION AUTO PARTS
AND RELATED SITE IMPROVEMENTS
PROJECT: MOTION AUTO PARTS OWNER & MOTION AUTO PARTS
RELATED SITE IMPROVEMENTS DEVELOPER: 375 FAIRFAX PIKE
CORNER WARRIOR & IVORY COURT STEPHEN CITY, VIRGINIA
OPEQUON MAGISTERIAL DISTRICT 22655
COUNTY OF FREDERICK, VA (540) 869-9096
ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C.
APPLICANT 116 SOUTH STEWART STREET 116 SOUTH STEWART STREET
WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601
(540) 662-5792 (540) 662-5792
Contact: TIMOTHY G. PAINTER, P.E. Contact: ELLIOTT RITCHIE, JR.
PARCEL INFORMATION:
PROPERTY ID NO.: 86-A-1028
SITE AREA: 1.15 Ac.
ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT
B-2 BUSINESS GENERAL DISTRICT
PROPOSED USE: AUTO PARTS STORE
CURRENT USE: VACANT
(PREVIOUSLY RECREATIONAL)
ZONING REQUIREMENTS:
DENSITY:
F.A.R. RATIO:
BUILDING HEIGHT:
SETBACKS:
FRONT:
REAR:
SIDE:
PARKING:
AUTO PARTS
STORE:
PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE
(IMPERVIOUS AREAS < 0.85 x 1.0904 Ac.=0.9268 Ac.)
FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0
35 FT.
35 FT. (PRIMARY OR ARTERIAL HIGHWAY)
0 FT.
0 FT.
1 SPACES PER 200 SQ. FT. OF FLOOR AREA
PARKING REQUIRED: 8,000 SQ. FT./200 SQ. FT. X 1 = 40 SPACES
2 HDCP SPACES REQUIRED
PARKING PROVIDED: 40 SPACES W/ 2 HDCP
LOT COVERAGE: BUILDINGS/STRUCTURES: 8,000 SQ. FT.
(0.1837 ACRES)
PARKING/DRIVES: 17,032.61 SQ. FT.
(0.3910 ACRES)
CONCRETE AREAS: 2,784.94 SQ. FT.
(0.0639 ACRES)
TOTAL IMPERVIOUS AREA: 27,817.42 SQ. FT.
(0.6386 ACRES)
F.A.R.: F.A.R.: 0.1837 Ac/1.15 Ac = 0.1597 < 1.0
OPEN SPACE: 1.15 Ac. - 0.6386 AC. = 0.5114 Ac.
(22,276.58 SQ. FT.)
(44.5%)
LANDSCAPING: PARKING LOT LANDSCAPING:
PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA)
1 Tree Per 2000 SQ. FT. Of Impervious Area
Perimeter Screen Along R-O-W & Adjacent Properties
5% Interior Landscaping Islands
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
PROVIDED: 1 Tree Per 2000 SQ. FT. Of Impervious Area:
27,317.55 SQ. FT./2000 = 13.66 => 14 TREES (Required)
=> 14 TREES (Existing)
Perimeter Screen Along R-O-W & Adjacent Properties:
(3' High Evergreen Hedge)
5% Interior Landscaping Islands:
27,317.55 Sq. Ft. X 5% => 1365.88 Sq. Ft. (Required)
Landscape Islands: => 1370 Sq. Ft. (Existing)
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
41 Parking Spaces/10=4.1 => 4 TREES (Required)
=> 2 TREES (Existing)
=> 2 TREES (Provided)
BUFFER: CATEGORY "B" BUFFER ALONG ADJACENT RP PROPERTIES.
- 187.17 LINEAR FEET OF BUFFER.
EXISTING LANDSCAPE BUFFER IS IN PLACE SHALL BE PRTOECTED
DURING CONSTRUCTION. LANSCAPING MAY NEED TO BE
INCREASED AS DIRECTED BY ZONING ADMINISTRATOR.
ZONING NOTES:
1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE
PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS
NO GLARE OR ILLUMINATION OFF -SITE.
2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE
PLAN.
3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL
BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE.
4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING
ENVIRONMENTAL FEATURE.
5. SIGN REGULATION ALL BUSINESS SIGNS SHALL BE MONUMENT -STYLE SIGNS THAT ARE A
MAXIMUM OF 12 FEET IN HEIGHT. BUSINESS SIGNS SHALL NOT EXCEED 100 SQUARE FEET
IN AREA. ALL BUSINESS SIGNS SHALL BE SET BACK A MINIMUM OF 10 FEET FROM ALL
URBAN COLLECTOR STREETS AND URBAN LOCAL STREETS AND SHALL HAVE A MINIMUM
SPACING REQUIREMENT OF 100 FEET BETWEEN BUSINESS SIGNS.
RA(Ocr (OAU70 [PAIRTS9I C.
OO R ER OO F ARRIOO R DRIVE & IVOO R COURT
OO PEQUOO MAGI TERIAL DI TRICT
FREDERIC OO U T VIRGINIA
HIM M LRI HT CARL W.
& MARY E.
F-TICKETT PATRICA D.- a PIN: 86D-2-25
PIN: 86D-2-1 �) u INST. NO. 0414671 /
INST. NO. 0416778 ZONED: RP
ZONED: RP \` USE: RESIDENTIAL I4
14
50' R.O.W. I
5W awry 0mgm 2v S9W Doran
I 0
moo' To WARMN ORNE
LILLLLU-iLLLLI� �® .T1121
w - , 22.' IA I
4r,
VILLAGE AT SHERANDO rl ° r 1 12.51 11
SECTION II -OPEN SPACE
PIN: 86D-3-2-52A TiL 1� �
N I IF11�11 II
D.B. 200
ZONED: RP 1 : 1 7 , IL
Rr
USE: OPEN & W_ F.F.-I -
SWM FACILITY 40 Sl*M
41 SPACES
I1 _ _� I:
IL _ Ea-1 I
1I:II I II I
00 RICHARD�LL & LINDA F. In
TALIAFERRO �y
PIN: 86-A-102C ®� 1
X �OHN B. & CLARA E. ��� \� D.B. 740, PG. 515 I
SHIFLETT \ / \ `\ ZONED: B2 1 I
PIN: 86 5 G `` \ USE: COMMERCIAL & 1
/ ZONED: RP �\ INDUSTRIAL
USE: SINGLE-FAMILY CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD
i RESIDENCE C1 67.7 ' 86'13'13" 45.00' 42.13' N06'18'08"E 61.51'
C 0 40.00 4.1 N 108.1
TUCKER MARGARET
PIN: 86D-1-1
INST. NO. 0210027
ZONED: RP
USE: RESIDENTIAL
VILLAGE AT SHERANDO
SECTION II -OPEN SPACE
PIN: 86-A-102A
D.B. 823, PG. 220
ZONED: B2
USE: COMMERCIAL &
INDUSTRIAL
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CAN
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
OVEER AE 10' ENGTHA (TSYIP) N THE GUTTER
LIST OF DRAWINGS:
SHT.
1 /5:
COVER SHEET
SHT.
2/5:
SITE
NOTES AND E&S DETAILS
SHT.
3/5:
SITE
LAYOUT PLAN
SHT.
4/5:
SITE
GRADING AND E&S PLAN
SHT.
5/5:
ON -SITE
STORM SEWER PLANS & PROFILES
AND
MISCELLANEOUS DETAILS
rya ,I
,,,Pr R°.. u ,)',
CAS
M075 00H AUTO liART99 �Mc.
CORNER OO FWARIfflOO R DIWE AMID HORY COO U
FIREDER3 CK COOUNTY9 WFROHA
ZONING ADMINISTRATOR DA IE
APPROVED
FREDERICK COUNTY, VIRGINIA
STYE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
��t j TH o f Gr
-_ PAINTERmLEW1 , P.L.C.
U "AM a 116 South Stewart Street
18260 Winchester, Virginia 22601
• �5 �W Telephone (540) 662-5792
Facsimile (540) 662-5793
�SSIONAL Email: office®painterlewis.com
CONSULTING JOB NO.: 0411019 SHEET:
ENGINEERS APRIL 5, 2005 1 /5
LATEST REVISION: JUNE 8, 2005
GENERAL NOTES:
1. All work and materials shall conform to the current standards of the County of Frederick,
Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building
Code, and the rules and regulations of the Americans with Disabilities Act, where applicable.
2. Erosion and sediment control shall conform to the standards and specification of the
Commonwealth of Virginia and the County of Frederick, Virginia, where applicable.
3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at
least two (2) working days prior to commencement of any land disturbing activity.
4. All existing utilities have been shown based upon the best available information. However, there
may be existing utilities which are not shown and should be located. Therefore, it shall be the
responsibility of the contractor to verify the location of all existing utilities prior to construction.
Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between
these plans and the actual field conditions shall be reported immediately to the engineer, the owner,
and/or the County of Frederick, Virginia.
5. All proposed utilities shall be installed underground.
6. The Contractor shall examine the site and become familiar with the existing conditions prior to
construction. Failure to do so does not relieve the Contractor of this responsibility or permit the
issuance of Change Orders for unforeseen work.
7. It shall be the responsibility of the contractor to obtain all permits necessary for construction
prior to commencement of work. An approved set of construction documents shall be present on
the site at all times.
8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by
the survey division of PainterLewis, P.L.C. and established at a one (1') foot contour interval.
9. No Geo-technical report has been furnished for this project.
10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement,
where applicable.
11. The contractor shall coordinate the relocation of and the connection to all existing utilities with
the appropriate utility company, if applicable.
UTILITY COMPANIES:
Adelphia Cable Entertainment (800) 835-4949
Allegheny Power (800) 255-3443
Shenandoah Gas Company (540) 869-1111
Verizon (Telephone) 954-6222
FCSA (540) 868-1061
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. All erosion and sediment control measures shall be installed prior to any land disturbing activity.
All work shall be done in accordance with the current edition of the Commonwealth of Virginia
Erosion and Sediment Control Handbook.
2. All work shall be confined to the designated limits of construction. For this project, the limits of
construction are defined as the property boundaries.
3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall
stabilize all denuded areas within seven (7) days after the end of construction.
4. The contractor shall be responsible for the installation and maintenance of all erosion and
sediment control measures. All measures shall be inspected daily and after each significant rainfall
by the site superintendent or his representative. Any damaged structures shall be repaired or
replaced by the end ..of work that day.
5. Upon completion of construction, all permanent erosion and sediment control measures shall be
installed. After stabilization, the temporary erosion and sediment control devices shall be removed
as approved by the local inspection authority. All vegetative cover shall be checked regularly and
any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary.
Vegetative cover shall be applied to all denuded areas and shall conform to the following
specification:
Seedbed Preparation:
A. Scarify the top 1"-2" of topsoil after final grades have been achieved.
B. Add 3 tons per acre of pulverized agricultural lime (140 lb/1000 sf).
Seed Type: Rate: Mixture:
Reliant Hard Fescue 130 Ib/Ac. 65%
Kentucky Bluegrass 40 Ib/Ac. 20%
Perennial Rye grass 30 Ib/Ac. 15%
See specifications from supplier for complete information.
EXCAVATION AND GRADING:
1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities.
If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction
of the proposed development. The project engineer, owner, or his representative, and the appropriate
utility company shall be notified immediately if a conflict exists.
2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed
shall be completely removed, including the root mat, and shall be removed and properly disposed of
off -site.
3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on
the plans or as directed by the owner's representative for future finish grading.
4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a
certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be
compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical
engineer. Fill material may be obtained from the site or as directed by the owner. All compaction
testing and the appropriate reports shall be performed for fill placed under all public utilities. The
compaction test reports shall be submitted to the F.C.S.A. Department.
5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission
of the owner and or the utility companies. If applicable, blasting operations shall be performed at a
minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be
performed of the surrounding structures prior to commencement of any drilling or blasting
operations.
6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All
areas shall be graded and raked, prior to application of permanent vegetation cover.
7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed.
FREDERICK COUNTY SANITATION AUTHORITY NOTES
1. The Frederick County Sanitation Authority's (FCSA or Authority) Water and Sewer Standards and Specifications
are available at www.fcsa-water.com.
2. The water and sanitary sewer portion" of these plans are valid for two years from date of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in a new sewer lines to an existing manhole by core drilling the manhole.
7. Exact location of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance department all furnish and install all water meters through 2" in size. It is the
developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent
meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between
18 and 21 inches.
d) All components of the meter box assemble shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's Engineering
Assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1 /2"and 2" water services, the Authority shall make the tap and bring the
piping to the property line. The contractor shall furnish and install the meter vault
assembly. The Authority will install the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required).
The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (double detector
check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read
remotes are required.
STORM SEWER NOTES:
1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If
18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as
indicated on the plans or as directed by the FCSA.
2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping
shall be as designated on the construction documents to the slopes as indicated on the plans.
3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1
Typ.) shall be installed in all structures to facilitate flow through the system.
PAVING AND CONCRETE NOTES:
1. Pavement section:
All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses
shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that
the proper connection is obtained.
2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi.
3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable,
the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater.
4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans.
MISCELLANEOUS:
1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department.
2. Building shall comply with The Virginia Uniform Statewide Building Code section 309, use group M (Mercantile),
and section 311 use group S (Storage) of the International Building Code/2000. Other code that apply are
ICC/ANS A117.1-98. Accessible and Usable Buildings and Facilities.
3. All required man egress door and 50% of the entrances shall comply with accessibility under chapter 11
of the IBC and ICC/ANSI A117.1-98. The door locations is mot indicated on the plan at this time and shall
be provided with an accessible route.
4. All structural plans submitted for permit application shall be sealed by a VA Design Professional. Please
note the requirements in Chapter 17 of the IBC for special inspections for this type of structure.
EROSION AND SEDIMENT CONTROL MEASURES
3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of
construction. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any
required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be
replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits
reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt
fence is no longer needed shall be dressed to conform with the existing grade and stabilized.
3.08 Silt fence will be installed as culvert inlet protection at the upstream ends of culverts. Silt fences shall be
inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made
immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should
be removed after each storm event. They must be removed when deposits reach approximately one-half the
height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be
dressed to conform with the existing grade and stabilized.
3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished.
Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while in a
frozen of wet condition.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile
and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded
for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated
construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas
will be mulched in accordance with the schedule included herein.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein.
The anticipated time for construction February through August 2005.
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
Temporary Seeding
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Sept 1 - Feb 15:
Annual Ryegrass 50 Ib/ac 98 85
Winter Rye 50 Ib/ac 98 85
May 1 - Aug 31:
German Millet 50 Ib/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 75 Ib/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 lb/cc 10-10-10
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization
shall be applied to areas that are to be left dormant for more than one year. During construction of the project,
soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for
the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally
transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized
according the following specification:
Seedbed Preparation:
a. Scarify top 1" to 2" of soil after final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tall fescue 60 Ib./ac 97 85
Red clover 8 Ib./ac 95 65
Ladino clover 8 Ib./ac 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15:
Annual Ryegrass 12 Ib./ac 98 85
Winter Rye 12 Ib./ac 98 85
May 1 - Aug 31:
German Millet 12 Ib./ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 Ib./ac 98 85
Mulch: 1.5 ton/cc small grain straw
Fertilizer: 1000 Ib/ac 10-10-10
1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain
in place until the site is fully stabilized.
2. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off
site grading and construction is to be done with the property owner's consent.
3. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise approved by
the engineer and the county.
A •e-1
WID111 OF ENTRNdCEJ e,
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VIMM DEPARTMENT OF TRANSPORTAM014
EXTRA STRENGTH FILTER FABRIC-,,,,
NEEDED WITH WIRE SUPPORT
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110 Fr MAX. SPACING WITH
' VcJIRE SUPPORT FENCE
PONDING HT. PONDING HT.
STEEL OR WIRE & FILTER FABRIC
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3HIGH MAX TO UPSTREAM
SIDE OF POST.
RUNOFF ggp q��� RUNOFF
(RECOMMMENDED) a �•�
STORAGE HT.
":,
12" MIN: 1 11= - I I- -I I \ 12" MIN..I 11-r
4"x6" TRENCH
,I WITH COMPACTED I I_ I I GRAVEL
_ I I I- BACKFILL -I I 11I-
STANDARD DETAIL
.111-`
ALTERNATE DETAIL
TRENCH WITH NATIVE BACKFILL
TRENCH WITH GRAVEL
NOTE:
4. SET POSTS AND EXCAVATE A 4"x4"
1. INSPECT AND REPAIR FENCE AFTER EACH
TRENCH UPSLOPE ANLONG THE LINE
STORM EVENT AND REMOVE SEDIMENT WHEN
OF POSTS.
NECESSARY.
5. STAPLE WIRE FENCING TO THE POSTS.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
6. ATTACH WIRE FILTER FABRIC TO THE WIRE
TO AN AREA THAT WILL NOT .CONTRIBUTE
FENCING AND EXTEND IT INTO THE TRENCH.
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
7. BACKFILL AND COMPACT THE EXCAVATED
3. SILT FENCE SHALL BE PLACED ON SLOPE
SOIL.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE IL WITH WIRESUPPORT
NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05
T
1 .�' MAX, _
A
SIL T FENCE DR OP LVLE T
PROTECTION
2 X 4° WOOD FR414E
STAKE
DROP ME
PERSPECTIVE VIEWS
SPECIFIC APPLICATION
µER
ESS
rncPkwoc
! 1
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DETAIL A
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATfVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) W'-IERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING 1 C F.R.) ARK TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEPnNG CONCENTRATED FLOWS, SUCH AS
IN STET OR HIGHWAY MEDIANS.
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z�`�'SjOAIAL
SURVEY:
C.I.:
P-L, PLC
N/A
DRAWN BY:
JOB NO.:
TGP
0411019
SCALE:
DATE:
SHOWN
04/05/05
SHEET:
2/5
20 0 20
Scale 1" = 20 ft
.e
I / I I I III
I i I III
I II I
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i i I I I II
IVORY COURT
50' R.O.W.
SPEED LIMIT 25 M.P.H.
II
550'l SIGHT DISTANCE 200' SIGHT DISTAN99
200' TO WARRIOR D E /
EX. 4' CONC. WALK S36*48 28rtE EX. CG-90 ENTRANCE 220.83 w '� -- EX. 4' CONC. WALK
LANDSCAPE BUFFER NOTES: THE UMPSTERS ��t Ex,,,f1R— Ex. AR _� � K �\ T F'It(�P. Ex. AR X. er -- c� 1� 5 PARKIN_G__SETBAG� Ex. A
- -,,M. PROP'..-; - _ III EXISTING LANDSCAPING SHALL REMAIN IN \� �28)JC
PLACE AND BE PROTECTED DURING ARo ,�, I STOP SIGN ' _ J CG fX AR \\
CONSTRUCTION. THE LANDSCAPING MAY ABANDONS ,-� � Fx AR \
•. o EX. DI-38, L=14' S32'43 20 E 70.18
NEED TO BE INCREASED AS DIRECTED T WATER LINE � 0
BY ZONING ADMINISTRATOR. TO SATISFY o PROP `` I PAVEM NT EDGE N TOP=741.11 35'45 3 E \�
THE FULL SCREEN BUFFER WOOD FENCE Io "�
our=73s.71
REQUIREMENTS. { o ENCLOSURE. APRONI N N --NEW WATER
SIN I SERVICE LINE / �E/ectri \ \
Y GATES CONNECTION Transformer Ex. AR \ III
X r - - Ex Asphalt Parkin Facility
X X PROP. 45 III
t-
_C_ �CONC. WALK . I o ITYP•)
W (0 EX. CUR �• EW NEW I SAN. S '48' E o I I Ex. AR
z R CG-6 SERVICE L 30.00'�of �' S E�X. HDC'P / 3 I III
to - (T.B. .) Pro ni I
{ x I CON ECTIOI� for MP T B.R.
{� 1 PARKING �j �R� rJr L� -�� N I III I
a SPACE SHALL X j�i%(%b6 II
( BE REMOVED. : : : .4'
t EX 4 �aecc. WALK P 4' K `\ Ex. AR
J) �' ICI I ii
EX. 4' LANDSCAPED Ex. Light EX. WALK
EMBANKMENT SHALL co Post (T.B.R.)% / O
WIDEN EX. WALK SERVE AS HEAQ "T ROP. CONC. / N
AS NEEDED FOR SCREEN. � STEPS
4' WIDE SIDEWALK. I ` PR 4 CONC WALK Ex. C.O.
Ex. Light c S. o Ex. AR "
OPost zo - 0.00' Q v c" III
r { m e I U a Q Ljj
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a o a 0 3 X Pam+ v ROP. HDCP RAMP T 4� II I III
L w p BE RECONSTRUCTED Ex. A
cV J �° I � ``� ,, ° Pa PROP. I W II
in o I � SIGN • '
_ N o w o D.S �9 i o III xI
{ a s O� J �� \ x. -i 10. 01 cn
Z I Exj Light I 0 a a 3 ..�J a
Post O 74.8T�" \ �` I =
M ° _� -1 /
I = ----- -- -_ 16.5' t 2__ '-T-1 47.52' N �
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Ex. Gravel x. Gr vel o 'n aoD.C;b i I Dn r*1
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Ex. Storm Woter Management Pond I - _ v l { I rn
.c 0e � s7� � a I Ex Asphalt � r � �
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I ROP. CONC. C� c I ?7
III
� D , F.F. STEPS ^' Z O
I 40 Qight 0 v
I : 40 t -- I
m I TYP. D.S I SSTROP SIGN f { I oo v+ vOi III
mI -__ --- �I Mrn
{ m Post M L P• YARD INLET 12"0 x. AR { W o o co
j O TE: Ex. Conc. DER INV.-744.60 I -4 cn
{, w I RUN DOWNSPOUT Slob (TB.R.) I •� o
Q DRAINS TO DAYLI T
z Q -- — oLn III
O Ex. Light D O II v
Ln Ln Post ROP. CONC. rn III
c 97 rave STEPS _ _ I J z
(L .) D S 2 20 00' I 22 00' I i 20 00' 5' III J m
V In vent= 740. J1 ' �_1496 Slo{ I III
PROP. 78.1'-12"0 PVC, _ --- �--
Ex. 120. 11''-12 C O 2.2pe-PtPE O — - 3eM. 352. (8)JC II I
! ET A 1- �- n = 74 - -- - III I
X �ARKING �S B - - � - - - j Ex. A X. AR I II I
/ one
.0
�0 ad N36'48 29 W 262.44 OTF- POINT OF CONNECTION TEx. Electric
ransformer
I \ TO EX. 12 0 STORM
/ III
X \ I
\ \ \\ Ex. Building NOTE:
PARKING AREAS AND ENTRANCES SHALL
NOT BE AFFECTED, CHANGED, OR
/ I ALTERED AS A RESULT OF THIS
1 DEVELOPMENT.
/ \ CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD
\ C 1 67.72' 86' 13' 13" 45.00' 42.13' N06-18'08"E 61.51
/ \ \ C2 108.21 05'57 42 1040.00 54.16 N50.12 30 E 1108.16 I
Parking Lot Plant List
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AR
2
Acer rubrum
Red Maple
2" cal.
See Plans
JC
36
Juniperus chinensis 'Pfitzeriana'
Pfitzer juniper
4' height
See Plans
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
NOTE: ALL CALIPIER SIZES MEASURED 6" ABOVE GRADE.
NOTE: ALL PLANTS SHALL CONFORM WITH 165-36B OF FREDERICK COUNTY ZONING ORDINANCE.
Optional Landscape Screen, Alternate 1.
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
JC
41
Juniperus chinensis 'Pfitzeriana'
Pfitzer juniper
4' height
See Plans
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SURVEY: C.I.:
P-L, PLC 1
DRAWN BY:
TGP
JOB NO.:
0411019
SCALE:
DATE:
1"=20'
04/05/05
SHEET:
3/5
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I I III I
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IVORY COURT III
50' R.O.W.
SPEED LIMIT 25 M.P.H. I
II I I
550' SIGHT DISTANCE 200' SIGHT DISTANqq
I I 200' TO WARRIOR DWE
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SURVEY:
P-L, PLC 1
DRAWN BY:
TGP
JOB NO.
0411019
SCALE:
DATE:
1"=20'
04/05/05
SHEET:
4/5
STORM SEWER PLAN
SCALES: (H) 1" =25.0'
- I IVORY COURT I I
- — — — — I — 50' R.O.W. — — — — — — — —
SPEED LIMIT 25 M.P.H. I I
50' SIGHTi DISTANCE 200' SIGHT DISTANgq
200' TO WARRIOR DWE
III
NOTES
THE
IG SHALL REMAIN IN �,.., �i'- (28)IC
ECTED DURING 11Ro snow ��� ✓� ; S�
LANDSCAPING MAY —_ / -_ r _----• —` /
iED AS DIRECTED EX D1-., L-14' \ III
RATOR. TO SATISFY ` i ' 11910=741.11
iUFFER I A� �OU1=736.71
.• \ III
1k5
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- — —= </ '� �j� , / '• III III
�/� WALKS_ `
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4 CONC Ex C. r \ i
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i STEPS z III
I ' � I = I °
I �_ _ . _ -►r �, U y III
I
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YARD INSET 12"* I I a
TE: Ex. Conc. D INV.=744.60 �— -+ t/i III
/ N DOWN POUT Slob (TB.R.) iI I
/ I RAINS TO AYLI T �\ — — — " o v III
I
CONIC.
I
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D S. I —I II I
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2.07{•- �� � III
I II
— — — — — — — __--�---�=
NOTE: ALL DOWNSPOUTS SHALL BE
'w A MINIMUM OF 00 AND SHALL BE
CONNECTED TO STORM AS INDICTED.
5;
0 50 150
Scale 1" = 50 ft
STORM SEWER PROFILE
SCALES: (H) 1 " =25.0'
755
- -
---
—
--
-
755
750
—
— _
_ .___—
—__
__--
-- ---
750
FINAL GR
DE
EXISTING
GRADE
745
--
----
---
- ----- -- - --
-- -
---
--
—
745
740
OP. 41.9'-1
"0
740
—
---
_
_
PVgC S
H 35 12"�
PVC
SCH. 35
---
X _ 1 15.
8' —12 "
PVC SCH.
35
— ---_--
---
-
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-----
---
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10+00 11 +00 12+00
FIN. GRADE
STORM PIPE
NOTE:
USE A NEENAH R-6450-EG OPEN GRATE ON THE NORTH SIDE CLEAN OUT; AND
A NEENAH R-6450-EL SOLID LID ON THE SOUTH SIDE CLEAN OUT.
ALTERNATE FRAMES AND COVERS MAY BE SUBSTITUTED, AS APPROVED.
18"0 YARD INLET DETAIL
NOT TO SCALE
12"
MIN.
2" SM-2A
6" 21-A
CAREFULLY COMPACTED
SELECT BACFILL
"' IAH 6450 Series COVER
TYPE W FRAME
END
RCP
36"x8" CONC. FOOTING
12"
MIN.
X 0. D.
f :] EXTEND RAIL TO
MEET ADA REQUIREMENTS
—1-1/2- DIA. STANDARD
TUBE STEEL RAILING SET
IN 8"L x 3" DIA. STEEL
SLEEVES -GROUT FULL
OWNER TO SELECT PAINT COLOR
LOCATE RAIL AS SHOWN
ON SITE PLAN
1" NOSING(TYP)
36" . s. G `
24"
--I 1
8" I--
.a #40 12" O.C., E.W.
' • 3 NOSING BAR (TYP)
24" •` NUMBER OF RISERS AND TREADS VARIES AT DIFFERENT
ENTRANCES AROUND THE PROP. BUILDING.
— SEE SITE PLAN FOR ADDITIONAL INFORMATION.
�I 8"
EXTERIOR STAIR DETAIL
NOT TO SCALE
- „yl z" I—�
I i 1 6„
13
7„
e • Y —�
a 4.
6" �-- 2'—O"—1
CG-6
COMBINATION 6" CURB & GUTTER
NOT TO SCALE
(SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
SEE PLANS -{
4" CRUSHED STONE— I
(3000 PSI) 4" CONC
6"x6"xW1.4xW1.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
PSI CONCRETE
12" x 18" STND.
'ND. U-CHANNEL
POST
PROP. GROUND
VAN ACCESSIBLE SIGN
RESERVED
RESERVED
PARKING
PARKING
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SIGN
SIGN
I
HANDICAP SIGN DETAIL
NOT TO SCALE
6" DIA. STEEL
PIPE FILLED W/
CONC. (PNTD.)
4'-0" HT. WITH-
18" 0 CONC.
FOOTING - 3'
DEEP W/ WELDED'
HOOPS (3 TOTAL
PIPES) PNTD. TO
MATCH CONC.
BLOCK)
6' WOOD FENCE —
(SEE DETAIL THIS
SHEET.)
6" CONC. SLAB —
W/ 6"X6"X10/10
WELDED WIRE
MESH
DUMPSTERS BY
OTHERS
PLACE 4"x4" POST
BEHIND BACK
OF CURB.
(2) 10'-8" GATES
TO MATCH FENCE
SEE FENCE DETAIL
THIS SHEET
BORE HOLES IN —
CONCRETE TO
ACCEPT CANE
BOLTS FOR BOTH
OPEN AND CLOSED
POSITIONS
8' ~1_~- 8'
OR 5'
END OF STALL -
STRIPE OR CURBING
WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS
SHOWN ON PLANS.
WHITE SYMBOL PER ADA
ON SOLID BLUE BACKGROUND
WHITE PAVEMENT MARKING,
4" WIDTH, 2' CC; 45' ANGLE
R)
NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED
LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA.
PARKING LOT STRIPING DETAIL
NOT TO SCALE
24.00'
— 6.00' 6.00' 6.00' 6.00'
2
n
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J
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CANE BOLTS ATTACHED
JTO FENCE
o
o CONIC. 17 AP" I i
o.
II
TRASH ENCLOSURE
NOT TO SCALE
2x4 TOP RA
1x6 BOARD,
FRONT & B&
TOE NAIL E/
W/2-8d(EA.
2x4 MID RA
8'-4x4 POS
2x4 BOT. R
ATTACH RAIL
W/3-10d(El
12" DIA. PC
FILL W/CON
NOTES:
ALL LUMBER TO BE PRESSU► L IKtAILU TtLLUW MNt NV. Z.
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED.
FINISHED SIDE TO FACE ADJACENT PROPERTY.
CONSTRUCT TWO GATES SIMILAR
PROPOSED FENCE & DUMPSTER SCREEN DETAIL
NOT TO SCALE
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SSIONAL
SURVEY:
P-L, PLC 1'
DRAWN BY: JOB N0.
TGP 0411019
SCALE: DATE:
SHOWN 04/05/05
SHEET: 5/5
ABBREVIATIONS
MOTION AUTO PARTS
AND RELATED SITE IMPROVEMENTS
PROJECT: MOTION AUTO PARTS OWNER &
MOTION AUTO PARTS
RELATED SITE IMPROVEMENTS DEVELOPER:
375 FAIRFAX PIKE
CORNER WARRIOR & IVORY COURT
STEPHEN CITY, VIRGINIA
OPEQUON MAGISTERIAL DISTRICT
22655
COUNTY OF FREDERICK, VA
(540) 869-9096
ENGINEER\ PAINTER—LEWIS, P.L.C. SURVEYOR:
PAINTER—LEWIS, P.L.C.
APPLICANT 116 SOUTH STEWART STREET
116 SOUTH STEWART STREET
WINCHESTER, VIRGINIA 22601
WINCHESTER, VIRGINIA 22601
(540) 662-5792
(540) 662-5792
Contact: TIMOTHY G. PAINTER, P.E.
Contact: ELLIOTT RITCHIE, JR.
PARCEL INFORMATION:
PROPERTY ID NO.: 86—A-102B
SITE AREA: 1.15 Ac.
ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT
B-2 BUSINESS GENERAL DISTRICT
PROPOSED USE: AUTO PARTS STORE
CURRENT USE: VACANT
(PREVIOUSLY RECREATIONAL)
ZONING REQUIREMENTS:
DENSITY:
F.A.R. RATIO:
BUILDING HEIGHT:
SETBACKS:
FRONT:
REAR:
SIDE:
PARKING:
AUTO PARTS
STORE:
PARKING REQUIRED:
PARKING PROVIDED:
LOT COVERAGE:
F.A.R.:
OPEN SPACE:
LANDSCAPING:
PARKING AREAS:
PROVIDED:
Landscape Islands:
BUFFER:
PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE
(IMPERVIOUS AREAS < 0.85 x 1.0904 Ac.=0.9268 Ac.)
FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0
35 FT.
35 FT. (PRIMARY OR ARTERIAL HIGHWAY)
0 FT.
0 FT.
1 SPACES PER 200 SQ. FT. OF FLOOR AREA
8,000 SQ. FT./200 SQ. FT. X 1 = 40 SPACES
2 HDCP SPACES REQUIRED
40 SPACES W/ 2 HDCP
BUILDINGS/STRUCTURES: 8,000 SQ. FT.
PARKING/DRIVES: 17 0383ACRES) 61 SQ FT.
(0.3910 ACRES)
CONCRETE AREAS: 2,784.94 SQ. FT.
(0.0639 ACRES)
TOTAL IMPERVIOUS AREA: 27,817.42 SQ. FT.
(0.6386 ACRES)
F.A.R.: 0.1837 Ac/1.15 Ac = 0.1597 < 1.0
1.15 Ac. — 0.6386 AC. = 0.5114 Ac.
(22,276.58 SQ. FT.)
(44.5%)
PARKING LOT LANDSCAPING:
PROPOSED PARKING FACILITIES: (CRITERIA)
1 Tree Per 2000 SQ. FT. Of Impervious Area
Perimeter Screen Along R—O—W & Adjacent Properties
5% Interior Landscaping Islands
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
1 Tree Per 2000 SQ. FT. Of Impervious Area:
27,317.55 SQ. FT./2000 = 13.66 => 14 TREES (Required)
=> 14 TREES (Existing)
Perimeter Screen Along R—O—W & Adjacent Properties:
(3' High Evergreen Hedge)
5% Interior Landscaping Islands:
27,317.55 Sq. Ft. X 5% => 1365.88 Sq. Ft. (Required)
=> 1370 Sq. Ft. (Existing)
Proposed Parking Area:
1 Tree Per 10 Parking Spaces
41 Parking Spaces/10=4.1 => 4 TREES (Required)
=> 2 TREES (Existing)
=> 2 TREES (Provided)
CATEGORY "B" BUFFER ALONG ADJACENT RP PROPERTIES.
— 187.17 LINEAR FEET OF BUFFER.
EXISTING LANDSCAPE BUFFER IS IN PLACE SHALL BE PRTOECTED
DURING CONSTRUCTION. LANSCAPING MAY NEED TO BE
INCREASED AS DIRECTED BY ZONING ADMINISTRATOR.
ZONING NOTES:
1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE
PROPOSED BUILDING —MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS
NO GLARE OR ILLUMINATION OFF —SITE.
2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE
PLAN.
3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL
BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE.
4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING
ENVIRONMENTAL FEATURE.
5. SIGN REGULATION ALL BUSINESS SIGNS SHALL BE MONUMENT —STYLE SIGNS THAT ARE A
MAXIMUM OF 12 FEET IN HEIGHT. BUSINESS SIGNS SHALL NOT EXCEED 100 SQUARE FEET
IN AREA. ALL BUSINESS SIGNS SHALL BE SET BACK A MINIMUM OF 10 FEET FROM ALL
URBAN COLLECTOR STREETS AND URBAN LOCAL STREETS AND SHALL HAVE A MINIMUM
SPACING REQUIREMENT OF 100 FEET BETWEEN BUSINESS SIGNS.
M(OCT (O AUTO [PAR78,INC.
CORNERDFVARR 0 & IWDRW COURT
OPEQUON MAGI TERIAL DI TRICT
FREDERICK COUNTY EF N
HIMM LRIGHT CAL W.
_ & MARY E.
PICKETT PATRICA D. PIN: 86D-2-25
PIN: 86D-2-1 �) 0 INST. NO. 0414671 /
INST. NO. 0416778 ZONED: RP
ZONED: RP \� USE: RESIDENTIAL
-- -- -- -- E: RE
PAW cakw TUCKER MARGARET
50' R.O.W. PIN: 86D-1-1
— — — H•— — — — — — I� INST. NO. 0210027
5W mar MGM= ow Saff ZONED: RP
_ 2W 10 "AMOK °RK I USE: RESIDENTIAL
L L L L] —1 1 L L I J P �` S53.11 214
22.43' II
_ S5V47 151
12.51' II
VILLAGE AT SHERANDO r —
SECTION PROPOSM AUTO
PIN 86D II—OPEN
T.1�.� 1 —
eV I �_ _ , —�J I I I I SECTION IIATOPENRSPACE
D.B. ZONED PG. RP 200 �' HEI 1 AM) --- _ � IL — (�—"s i I PIN: 86—A-102A
USE: OPEN & F.F.m74&95 — D.B. 1123, PG. 220
SWM FACILITY — I 8 I I ZONED: B2
41 _ _ I USE: COMMERCIAL & WWM PROPOSED:ZI 141 11 INDUSTRIAL
IFIL
RICHARD6L�& LINDA F. Id
TALIAFERRO
PIN: 86—A-102C r
/ZJOHN B. & CLARA E. ��/ \� D.B. 740, PG. 515 I
SHIFLETT ZONED: B2
- \ / ®\ 1 I
PIN: 86 5- G �` � USE: COMMERCIAL & 1
/ ZONED: RP \\ INDUSTRIAL
USE: SINGLE—FAMILY CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD
i RESIDENCE ® C1 67 7 86-1 '13" 4 0' 42.13' N06'18'08" 61.51'
C 1 4 0.0 4.15N 0° 0
PROJECT OVERVIEW
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Ga.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI —PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CAN
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1 /8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
UPAMZ►
N . 18260
06/13`0S
�SSICNAL
LIST OF DRAWINGS:
SHT.
1 /5:
COVER SHEET
SHT.
2/5:
SITE
NOTES AND E&S DETAILS
SHT.
3/5:
SITE
LAYOUT PLAN
SHT.
4/5:
SITE
GRADING AND E&S PLAN
SHT.
5/5:
ON —SITE
STORM SEWER PLANS & PROFILES
AND
MISCELLANEOUS DETAILS
MTRON AUTO pAGRTS9 wc.
OPEQUON MAMSTEMAL IMSTIMC 7
-ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN MWIRES FIVE (5) YEARS FROM DATE OF APPROVAL
PP
CONSULTING
ENGINEERS
OU
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: office®painterlewis.com
JOB NO.: 0411019 SHEET:
APRIL 5, 2005 1 /5
LATEST REVISION: JUNE 8, 2005
CD
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L
it
�.�
GENERAL NOTES:
1. All work and materials shall conform to the current standards of the County of Frederick,
Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building
Code, and the rules and regulations of the Americans with Disabilities Act, where applicable.
2. Erosion and sediment control shall conform to the standards and specification of the
Commonwealth of Virginia and the County of Frederick, Virginia, where applicable.
3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at
least two (2) working days prior to commencement of any land disturbing activity.
4. All existing utilities have been shown based upon the best available information. However, there
may be existing utilities which are not shown and should be located. Therefore, it shall be the
responsibility of the contractor to verify the location of all existing utilities prior to construction.
Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between
these plans and the actual field conditions shall be reported immediately to the engineer, the owner,
and/or the County of Frederick, Virginia.
5. All proposed utilities shall be installed underground.
6. The Contractor shall examine the site and become familiar with the existing conditions prior to
construction. Failure to do so does not relieve the Contractor of this responsibility or permit the
issuance of Change Orders for unforeseen work.
7. It shall be the responsibility of the contractor to obtain all permits necessary for construction
prior to commencement of work. An approved set of construction documents shall be present on
the site at all times.
8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by
the survey division of PainterLewis, P.L.C. and established at a one (1') foot contour interval.
9. No Geo-technical report has been furnished for this project.
10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement,
where applicable.
11. The contractor shall coordinate the relocation of and the connection to all existing utilities with
the appropriate utility company, if applicable.
UTILITY COMPANIES:
Adelphia Cable Entertainment (800) 835-4949
Allegheny Power (800) 255-3443
Shenandoah Gas Company (540) 869-1111
Verizon (Telephone) 954-6222
FCSA (540) 868-1061
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. All erosion and sediment control measures shall be installed prior to any land disturbing activity.
All work shall be done in accordance with the current edition of the Commonwealth of Virginia
Erosion and Sediment Control Handbook.
2. All work shall be confined to the designated limits of construction. For this project, the limits of
construction are defined as the property boundaries.
3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall
stabilize all denuded areas within seven (7) days after the end of construction.
4. The contractor shall be responsible for the installation and maintenance of all erosion and
sediment control measures. All measures shall be inspected daily and after each significant rainfall
by the site superintendent or his representative. Any damaged structures shall be repaired or
replaced by the end of work that day.
5. Upon completion of construction, all permanent erosion and sediment control measures shall be
installed. After stabilization, the temporary erosion and sediment control devices shall be removed
as approved by the local inspection authority. All vegetative cover shall be checked regularly and
any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary.
Vegetative cover shall be applied to all denuded areas and shall conform to the following
specification:
Seedbed Preparation:
A. Scarify the top 1"-2" of topsoil after final grades have been achieved.
B. Add 3 tons per acre of pulverized agricultural lime (140 lb/1000 sf).
Seed Type: Rate: Mixture:
Reliant Hard Fescue 130 Ib/Ac. 65%
Kentucky Bluegrass 40 Ib/Ac. 20%
Perennial Rye grass 30 Ib/Ac. 15%
See specifications from supplier for complete information.
EXCAVATION AND GRADING:
1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities.
If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction
of the proposed development. The project engineer, owner, or his representative, and the appropriate
utility company shall be notified immediately if a conflict exists.
2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed
shall be completely removed, including the root mat, and shall be removed and properly disposed of
off -site.
3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on
the plans or as directed by the owner's representative for future finish grading.
4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a
certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be
compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical
engineer. Fill material may be obtained from the site or as directed by the owner. All compaction
testing and the appropriate reports shall be performed for fill placed under all public utilities. The
compaction test reports shall be submitted to the F.C.S.A. Department.
5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission
of the owner and or the utility companies. If applicable, blasting operations shall be performed at a
minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be
performed of the surrounding structures prior to commencement of any drilling or blasting
operations.
6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All
areas shall be graded and raked, prior to application of permanent vegetation cover.
7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed.
FREDERICK COUNTY SANITATION AUTHORITY NOTES
1. The Frederick County Sanitation Authority's (FCSA or Authority) Water and Sewer Standards and Specifications
are available at www.fcsa-water.com.
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in a new sewer lines to an existing manhole by core drilling the manhole.
7. Exact location of water and sewer services on new lines are to be coordinated with the Authority's Inspector
8. The Authority's maintenance department all furnish and install all water meters through 2" in size. It is the
developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent
meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between
18 and 21 inches.
d) All components of the meter box assemble shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's Engineering
Assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1 /2"and2" water services, the Authority shall make the top and bring the
piping to the property line. The contractor shall furnish and install the meter vault
assembly. The Authority will install the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required).
The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (double detector
check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read
remotes are required.
STORM SEWER NOTES:
1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If
18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as
indicated on the plans or as directed by the FCSA.
2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping
shall be as designated on the construction documents to the slopes as indicated on the plans.
3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1
Typ.) shall be installed in all structures to facilitate flow through the system.
PAVING AND CONCRETE NOTES:
1. Pavement section:
All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses
shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that
the proper connection is obtained.
2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi.
3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable,
the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater.
4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans.
MISCELLANEOUS:
1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department.
2. Building shall comply with The Virginia Uniform Statewide Building Code section 309, use group M (Mercantile),
and section 311 use group S (Storage) of the International Building Code/2000. Other code that apply are
ICC/ANS A117.1-98. Accessible and Usable Buildings and Facilities.
3. All required man egress door and 50% of the entrances shall comply with accessibility under chapter 11
of the IBC and ICC/ANSI A117.1-98. The door locations is mot indicated on the plan at this time and shall
be provided with an accessible route.
4. All structural plans submitted for permit application shall be sealed by a VA Design Professional. Please
note the requirements in Chapter 17 of the IBC for special inspections for this type of structure.
EROSION AND SEDIMENT CONTROL MEASURES
3.05 Silt fence will be installed [in selected locations downstream from the construction area as a first measure of
construction. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any
required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be
replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits
reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt
fence is no longer needed shall be dressed to conform with the existing grade and stabilized.
3.08 Silt fence will be installed as culvert inlet protection at the upstream ends of culverts. Silt fences shall be
inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made
immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should
be removed after each storm event. They must be removed when deposits reach approximately one-half the
height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be
dressed to conform with the existing grade and stabilized.
3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished.
Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while in a
frozen of wet condition.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile
and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded
for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated
construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas
will be mulched in accordance with the schedule included herein.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein.
The anticipated time for construction February through August 2005.
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
Temporary Seeding
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Sept 1 - Feb 15:
Annual Ryegrass 50 Ib/ac 98 85
Winter Rye 50 Ib/ac 98 85
May 1 - Aug 31:
German Millet 50 Ib/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 75 Ib/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 Ib/oc 10-10-10
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization
shall be applied to areas that are to be left dormant for more than one year. During construction of the project,
soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for
the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally
transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized
according the following specification:
Seedbed Preparation:
a. Scarify top 1" to 2" of soil after final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tall fescue 60 Ib./ac 97 85
Red clover 8 Ib./ac 95 65
Ladino clover 8 Ib./ac 95 65
Nurse Gross -(season dependent)
Sept 1 - Feb 15:
Annual Ryegrass 12 Ib./ac 98 85
Winter Rye 12 Ib./ac 98 85
May 1 - Aug 31:
German Millet 12 Ib./ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 lb./ac 98 85
Mulch: 1.5 ton/cc small grain straw
Fertilizer: 1000 Ib/ac 10-10-10
1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain
in place until the site is fully stabilized.
2. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off
site grading and construction is to be done with the property owner's consent.
3. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise approved by
the engineer and the county.
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Si
FACE OF Cl1 �' =--4 VAcE CLOVE
NORMAL OUTIM In WAIL SLaoE
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Z x 2 x 10 SLR AT UMM W MOVALS
A'A x x x 3 $ WAXMM DECREASE 6! SLR FOR FAST VWTERVAL AND ° s-
6 x MAMM DECREASE FOR SUCCEEOND NIMM V ortMALS e . e:. s.
WHEN LIMED
e.d.o.®.
CC-3 OR Fi C F
STANDARDf fD ADJUSTED TO WATCH THE
MOUNTABLE CURB CCDFICURATiONL
DING HT. PONDING HT.
STEEL OR WI E &FILTER FABRIC
W9PD POST I ATTACH SECURELY °
36 HIGH MAX TO UPSTREAM
SIDE OF POST.
RUNOFF g" M RUNOFF
c� (RECOMMENDED)
�- f STORAGE HT.
12" MIN. -III _�� -I 11= I 12" MIN.-
i"x6" TRENCH
-I WITH COMPACTED ! I _-I I GRAVEL
i t � � I- BACKFILL -I I I I I-
STANDARD DETAIL
I 11_ "
ALTERNATE_D AIL
TRENCH WITH NATIVE BACKFILL
TRENCH WITH GRAVEL
NOTE:
4. SET POSTS AND EXCAVATE A 4"x4"
1. INSPECT AND REPAIR FENCE AFTER EACH
TRENCH UPSLOPE ANLONG THE LINE
STORM EVENT AND REMOVE SEDIMENT WHEN
OF POSTS.
NECESSARY.
5. STAPLE WIRE FENCING TO THE POSTS.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
6. ATTACH WIRE FILTER FABRIC TO THE WIRE
TO AN AREA THAT WILL NOT CONTRIBUTE
FENCING AND EXTEND IT INTO THE TRENCH.
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
7. BACKFILL AND COMPACT THE EXCAVATED
3. SILT FENCE SHALL BE PLACED ON SLOPE
SOIL
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE DETAIL WITH WIRESU T
NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05
STAK£
log
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRMNS A RELATIATLY FLAT AREA (SLOPE NO GREATER
THAN 6%) rrIERE THE INLET SHENT OR OVE U.CNID FLOWS (NOT
Exc DING 1 G F.�.) ARK TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN :TT1= OR HIGHWAY MEDIANS.
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LANDSCAPE BUFFER NOTES: THE UMPSTERS Ex. AR Ex. AR ____
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CONSTRUCTION. THE LANDSCAPING MAY I ABANDONS I --Y G Ex AT'
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1 PARKING AREAS AND ENTRANCES SHALL
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/ ` \ CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD
\ C 1 67.72' 86' 13' 13" 45.00' 42.13' 1 N06' 18'08"E 61.51 '
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Parking Lot Plant List
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AR
2
Acer rubrum
Red Maple
2" cal.
See Plans
JC
36
Juniperus chinensis 'Pfitzeriana'
Pfitzer juniper
4' height
See Plans
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
NOTE: ALL CALIPIER SIZES MEASURED 6" ABOVE GRADE.
NOTE: ALL PLANTS SHALL CONFORM WITH 165-36B OF FREDERICK COUNTY ZONING ORDINANCE.
Optional Landscape Screen, Alternate 1.
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
ISPACIN-G---r
REMARKS
JC
41
Juniperus chinensis 'Pfitzeriana'
Pfitzer juniper
4' height
I See Plans
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JOB NO.:
0411019
SCALE:
DATE:
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04/05/05
SHEET:
4/5
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SCALES: (H) 1" =25.0'
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50' R.O.W.
SPEED LIMIT 25 M.P.H. II
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NOTE:
USE A NEENAH R-6450-EG OPEN GRATE ON THE NORTH SIDE CLEAN OUT; AND
A NEENAH R-6450-EL SOLID LID ON THE SOUTH SIDE CLEAN OUT.
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18"0 YARD INLET DETAIL
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NOT TO SCALE
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SEE FENCE DETAIL
THIS SHEET
BORE HOLES IN -
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OPEN AND CLOSED
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1 8' --{— — 8'
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WHITE PAVEMENT MARKING,
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WHITE SYMBOL PER ADA
ON SOLID BLUE BACKGROUND
WHITE PAVEMENT MARKING,
4" WIDTH, 2' CC; 45' ANGLE
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NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED
LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA.
PARKING LOT STRIPING DETAIL
NOT TO SCALE
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6.00' 6.00' 6.00' 6.00'
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ALL LUMBER TO BE PRESSUKt. IKtAItU TtLLUW I'INt NU. Z.
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED.
FINISHED SIDE TO FACE ADJACENT PROPERTY.
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