HomeMy WebLinkAbout14-11 Brian Omps Towing & Rep - Towing & Repair - Stonewall - Backfile (2)I I I
GENERAL NOTES
VICINITY MAP
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Methods and materials used in the construction of the improvements herein shall conform to the current
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SCALE: 1" = 2000'
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County construction standards and specifications and/or current VDOT standards and specifications.
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2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
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issuance of the site develo ment permit. The approval of these plans in
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no wayrelieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
VDOT and Frederick County prior to construction in existing State right-of-way.
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issuance by VDOT when such is
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4. Approval of this plan does not guarantee of an entrance permit permit
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required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
T.M. 43-19-525
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T.M. 43-19�; 52C I
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
be The developer be
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INST. 0 200803630 EX.F1RE ►a,•DRANT I �
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(VDOT) to determine if and where guard rail and/of paved ditches will needed. will
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INST. 0 200803630
ZONE: MI /65E: VACANT LOCATION)(APPROXIMATE �,�
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
be the site. Also, a•
ONE. M1 USE. VACANT f
LANDSCAPE SCREENING s' PARKING 8ETSAcec, „ EX. WEEL STOPS ,
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6. An approved set of plans and all applicable permits must available at construction
representative of the developer must be available at all times.
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PROP. EGrepr
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic-
Control Devices (MUTCD).
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PROJECT INFORMA TION
PARCEL IDENTIFICATION NO. 43-19-28
STREET ADDRESS: 240 TYSON DRIVE
limits of the roadway before placing
8. All unsuitable material shall be removed from the constructionI
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embankment.
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f� E EXTENSION x( / '-° 24 �v I I -
t� REMIo'vE Ex. FENCE Esc. , 20(TY/P.) � � I I u �
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9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
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EXSEWCE'� �
UNITED RENTALS j / sow aF � DER ' � ZP I I I J '
PROJECT SITE AREA: 2.17 ACRES
DISTURBED AREA: 0.50 SF PHASE II EXPANSION
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
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BUILDMG MOUNTED `r `
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10. All roadside ditches at grades of more than 5% shall be awed with cement concrete to the limits indicated
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on the plans and as required at the field inspection.
ZONE: MI
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STORAGE AREA Ex,
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CURRENT USE: VACANT
PROPOSED USE: FLEET MAINTENANCE
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T.M. 43-113-32 �
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WITH ACCESSORY TOWING
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
" onform to VDOT standard SB-1.
be minimum 6 diameter and c
BJP PROPERTIES LC �� VELSTORaGE
INST. N 20010-1052 1Q N ExPANSION A'�
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ZONE: MI USE: INDUSTRIAL
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REQUIRED PROVIDED
FRONT 75 75'
REAR 25' 250'
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
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tt I LANDSCAPE DER% OR DOOR I� Ex
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SIDE 25' 29' E & 72' W
one litter receptacle shall be provided at the construction site.
°ter
PROVIDE EXISTING GATE m PAi�C�rtrG _F_�-aT
WITH OPACAUE SLATS TO �•--e^^ V" I /'
OBSCAIRE SroRAGE AREA I uMEEL / ��aroPl
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MAXIMUM HEIGHT: 60' LESS THAN 60'
SIGNS: BUILDING MOUNTED (BY OTHER)
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
to insure that the in clean, mud and dust free
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SITE LIGHTING: NONE PROPOSED WITH THIS PLAN
BLDG. MOUNTED LIGHTING: NONE PROPOSED WITH THIS PLAN
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whatever measures are necessary streets are maintained a
times.
W PARKING SETBACK I I X
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PREVIOUS APPROVED PLANS: SP#26-89 & SP#53-89
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condition at all
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
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F.A.R. CALCULATIONS
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
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43- 19- 25 = 2.17 AC = 94,525 S.F.
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and connections to existing lines.
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EX. BUILDING AREA - 11,165 S.F.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
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TOTAL BUILDING / LOT AREA = 0.1181 < 1.0
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standards and specifications of the Frederick County Sanitation Authority.
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BUILDING USE/PARKING TABULATION
16. The location of existingutilities shown in these plans are taken from existingrecords. It shall be the
contractors responsibility tverify the exact horizontl and vertical location of all existing utilities as needed
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Vehicle Service: 9,894 SF 3/Bay = 9 SPACE REQ
Office: 1,356 SF 1/250 sf = 6 SPACES REQ
Handicap: 1/25 Spaces = 1 SPACES REQ
inform the from his
prior to construction. The contractor shall engineer of any conflicts arising existing
utility verification and the proposed construction.
TOTAL REQUIRED 16 SPACES
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
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TOTAL PARKING PROVIDED= 23 SPACES INCLUDING 1 HC
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result of his construction project within or contiguous to the existing right-of-way.
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
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LANDSCAPED AREA CALCULATIONS
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must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
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LANDSCAPED AREA REQUIRED 25% OF 2.17 AC = 23,631.30 S.F.
LANDSCAPED AREA PROVIDED 25% = 23,631.40 S.F
FENCE
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
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project. The relocation should be done prior to construction.
EX. 5LDC.
SURVEY AND TOPOGRAPHIC INFORMA TION
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
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1. Boundary taken from deeds of record.
in accordance with state law. In the event gravesites are discovered during construction, the owner and
1 50 O 50 100
MARK D: SMITH
engineer must be notified immediately.
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LANDSCAPE SCREENING DETAIL
LIC. No. 22837
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
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Si ALE: 1" =50'
2. Aerial, and vertical control surveys were
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
ebontal
d by: N/A N/A
performed
to
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
LANDSCAPE SCREENING LEGEND
LANDSCAPE NOTES
ADDITONAL IMPERIVOUS AREA
(Year)NO
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
engineer and results submitted to Frederick County prior to pavement construction. If a
PROVIDED WITH THIS PLAN
Wam
A-IM69IM '�1°` 4"D" o.WTIm
am Top usOFmo' QD'Amw
�'OP"OOi°AL/O�"N18"°Dmapping
3. Aerial topographic ma in performed b
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professional
geotechnical report has been prepared, it should supersede the requirements in this note.
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�orAN1c NAME
COMMON NAME
QUANTITY
$IZE
PARKING LANDSCAPE REQUIREMENTS:
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e,Gm0UMARA 7MMOcNMAX
N/A Dated: N/A
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
PERIMETER TREES (16,536 SF/2,000SF) = 8 TREES
RUBW NOW aeaMe AT wEowT AISOW
FW46WW dMADIR 6QLAL TO M-y Q TM
PWTOW TOP Vb Or OIRAP AM Nr ROPE
Er
Juniperus virginiana
Eastern Red Cedar
1424SCREEN)
6' HEICTFIT
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5etula n►gra
River 51reh
104PAI�ICING)
2° cal Bt5
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
INTERIOR TREES (1/10 SPACES) = 2 TREES
Aroaemi" nee�ALMFIROM06"
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
TOTAL PARKING TREES REQUIRED = 10 TREES
URN 92 *A1°°
be
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Taxua cuapiclata
Japanese Yew
3046crew)
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Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
SCREENING NOTE:
2'DOUBLE ewI®DEDK41CUOM
SURVEY NOTE: THE EXISITNG
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SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
24. All to be located
OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE
BACKGROUND MAT'L. 12�
ALL PLANTS SHALL CONFORM WITH 165-203.01B OF THE
FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT
s, eaL Wain
INFORMATION SHOWN WAS BASED ON
utilities underground.
SIGN (SEE DETAIL) I
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PC DARK COLORED LETTERS
SUBSTITUTIONS MUST BE APPROVED IN WRITING BY
FREDERICK COUNTY PLANNING DEPARTMENT.
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SITE VISIT MAY 1, 2011 V 15UAL
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25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
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& 3/8" BORDER RESERVED
awnr COMPACTED �"161101'�D TM
OBSERVATION, FC GIS INFORMATION
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Note: Any place within these plans stating Greenway En ineerin , shall represent Greenway Engineering, Inc.
WIIEEL STOP U 2' INTERNATIONAL SYMBOL PARKING
OF ACCESSIBILITY 24"
T T
s VAN
STRIPED AREA ACCESSIBLE
CONTRACTOR TO GET APPROVAL FROM OWNER AND
COUNTY IF ANY SUBSTITUTIONS ARE MADE.
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
To
AND DOES NOTE CONSTITUTE A ABUILT
OR BOUNDARY SURVEY BY CxREENUJAI'
ENGINEERING INC.
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FCSA CONSTRUCTION NOTES
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1. The Authority's Water and Sewer Standards and Specifications are available at
EROSION &SEDIMENT CONTROL NOTES
6, 1.
www.fcsa-water.com <httR://www.fcsa-water.com>.
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UNLESS OTHERWISE INDICATED, ALL VEGETATIVE
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CONTRACTOR TO VERIFY LOCATION:
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2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA
approval.
3. The contractor shall adhere to the Authority's standards and specifications in effect at the time
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ANL► STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO THE MINIMUM STANDARDS AND
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HORZ. VERT. OF ALL FEATURES ONSITE
AT TIME OF IMPROVEMENTS.
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of construction.
4. The contractor shall coordinate with and arrange for inspection by the Authority.
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SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
4.0' MIN.
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5. The contractor shall connect a new sewer line to an existing manhole by core drilling the
7.0' MAX.
Is. A
16'
ALL SIGNS SHALL CONFORM TO SECTION
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manhole.
6. Anew water (or forced sewer) main shall be connected to an existing main by a Wet tap.
The Authority shall furnish all needed material and make the tap.
HANDICAPPE DISPLAY CONDITIONS
SYME+OLS a' MIN,
CONTRACTOR AND INSPECTOR NOTES:
BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTIONS 309 USE
GROUP (M) MERCANTILE AND SECTION 311 (3) STORAGE OF THE INTERNATIONAL BUIIAING CODE/2008.
OTHER CODE THAT APPLIES I3 ICC ANSI A117.1-3-03 ACCESSIBLE AND USABLE BUILDINGS AND
FACILITIES.
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165-201.06 OF THE FREDERICK COUNTY
SUBDIVISION AND ZONING ORDINANCES
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The contractor shall submit an Application for Wet Tap and pay the required fees.
UNLAWFUL 4' STEEL PIPE FILLED WITH CONCRETE
PARKING IN THIS
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7. Exact locations of water and sewer services on new lines to be coordinated with the Authority's
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inspector.
SPACE IS SUBJECT
TO A FINF� OF
ENTRANCE AND EXIT DOORS ARE REQUIRED MAX TO MEET ANSI AGS AN BIIITY. MAX 1:1 I SLOPE FOR RAMPS,
MAX 1:20 FOR HACKING SERVICE, AND MA1:48 FOR LANDINGS AND ACCESS AISLE IN PARKING AREA.
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8' VAN ACCESSIBLE SPACE 100.00 TO 500.00 DARK COLORED REFLECTIVE
SECTION A -A
8. The Authority's maintenance division shall furnish and install all water meters through 2 inch
5' FOR REGULAR SPACE BACKGROUND MATERIAL
OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE
SPECIAL INSPECTION ELL, ETC.).
9'TEEL, ETc.).
in size. It is the contractor's responsibility to have the meter box assembly installed correctly.
HANDICAPPED PARKING DETAIL Bog;
(sous, CONCRETE,
ASBESTOS INSPECTION REQUIRED FOR REMODELING OF ALL STRUCTURES BUILT PRIOR TO 1985
WHEEL
STOP DETAIL
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(2)Before
a permanent meter is installed:
LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
NOT TO8CALE
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a. The meter box, with its frame and cover, must be properly aligned with the
NT.S. AT SAME POINT ADJACENT TO THE 8' AISLE.
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coppersetter.
FIRE MARSHALS NOTE
APPRO VAL
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b. The frame and cover shall be set to final grade.
C. The distance between the top of the cover and the coppersetter shall be between
18 and 21 inches.
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SITE PLAN APPROVAL �/
d. All components of the meter box assembly shall be in proper working order.
Fire lane markings and signage:
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NAME �I� t u
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9. For services that connect to existing lines:
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Any No Parking signs and yellow painted curb locations will be installed
FREDERICK COUNTY
ZONING ADMINISTRATOR
DATE
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a. The Authority shall furnish and install:
b field inspection at the direction of the Fire Marshal's Office.
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SITE PLAN NUMu',1 *APPROVAL
NUMBER
OF THESE PLANS SHALL EXPIRE
FIVE (5)
°"'
CM
1. all 5/8"x3/4", 1", 1 %" and 2" water services
2.
YEARS FROM
THE DATE OF PLANNING APPROVAL
all sewer services.
b. The contractor shall:
TRIP GENERATION DATA
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Project Name:
Project Number:
1. coordinate the location of the service lateral with the Authority's engineering
assistant
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE
USE
VPD
BRIAN OMPS TOTTING & REPAIR, LLC
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2. submit an Application for Service and pay the required fees.
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10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as
District: Magisterial
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Date of Plan: (Month, Day, Year
required). The assembly must meet ASSE standard number 1015 or 1013.
il. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ,
NO ADDITIONAL TRAFFIC
GENERATED WITH
THIS SITE PLAN
STONEWALL MAGISTERIAL DISTRICT
JULY 6, 201
as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior,
DATE: JULY 6
2011
privately owned fire line shall also have a fire service meter. This assembly shall be
Owner:
Address, Including Zip Code & Telephone No.
installed immediately before the backflow prevention unit. Radio read remotes are required.
275 Lenoir Drive
UTILITY CONTACTS
12. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
p,�
B �G B Properties, LLC
Winchester, VA 22604
a. Domestic water meter and its backflow prevention device, and/or its
540-678-0063
SCALE:
AS SHOWN
Water/ Frederick County Sanitation Authority Phone: Verizon
b. Fire service line's backflow prevention device.
Sewer: P.O. Box 1877 P.O. Box 17398
Developer:
Address, Including Zip Code & Telephone No.
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to
MD 21297 Baltimore
22 VA . 604 ,
Winchester,SAME
AS ABOVE
SAME AS ABOVE
DESIGNED
BY:
JNT
Operate and a copy of the stations DEQ approved 0&M manual. These documents must be
(540) 868-1061 (301) 954-6282
received before substantial completion is issued and water meters released.
Power: Shenandoah Valley Electric Cooperative Inc. Gas: Shenandoah Gas Co.
P.O. Box 236 P.O. Box 2400
FILE NO.
0617B
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
HANDICAPPED PARKING NOTE
SHEET 1 OF 1
Mt, Crawfoed VA 22841 Winchester, VA 22604
(540) 434-2200 (540) 869-1111
CREENIVA Y ENCINEERINC
151 WINDY HILL LANE
WINCHESTER, VA 22602
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
540.662.4165
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GENERAL NOTES
VICINITY MAP
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d materials used in the construction of the improvements herein shall conform to the current
1. Methods an P
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SCALE: 1" = 2000'
County construction standards and specifications and/or current VDOT standards and specifications.
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detention basins during,
1
2. Measures to control erosion and siltation, including ponds serving as silt
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
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no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
R-
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Control Handbook.
be from the Office of the Resident Engineer, Virginia Department of Transportation
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3. A permit must obtained
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(VDOT) and Frederick County prior to construction in existing State right o y
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
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required under State law.
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VDOT personnel. A joint inspection will be held
5. The exact location of all guard rails will be determined by p j p
T.M. 43-19-525
T1M. 43-19-52C
PUJS PROPERT.'�' UJ/VA
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
I=W5 PROPERTY WIV4 LLC
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INST. " 200803630 EX. FIRE HYDRANT \ � I '
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and where Card rail and of awed ditches will be needed. The developer will be
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
INST. M 200603630 ZONE: MI /U5E: VACANT ( LOCATION) �,� I
..,ONE• M1 USE: VACANT ! I I
I LANDSCAPE SCREENNG a' PARKING SETBACK. �� Ex U4EL STOPS 1, I I
TREES N 40 /23 28 W-419.4�I
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6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
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representative of the developer must be available at all times.
LAWN AREA
'DOTTE'? �"T'TO1�
FIER YDO'r N9PEGTOR EXISTING
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
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PROJECT INFORMA TION
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PARCEL IDENTIFICATION NO. 43-19-28
hall be removed from the construction limits of the roadway before placing
8. All unsuitable materials Y P g
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I,� I E EXTENSION ,g '- i-I- cv I pC
REMOVE EX. FENCE _ 20 CTYP.) I 0)I U
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embankment.
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STREET ADDRESS: 240 TYSON DRIVE
9. All sections on the approved plans are based on a minimum CBR value of 6. CBR values less
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EX SERVICE AREA EX
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PROJECT SITE AREA: 2.17 ACRES
DISTURBED AREA: 0.50 SF (PHASE II EXPANSION)
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pavement
by Greenway Engineering by the
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d1 (NORTH AMERICA) INC.
9,89D OF off DOOR
than 6 will require revised pavement section prepared and approved owner.
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EX. BLDG. CV
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BUIILDNG MOUNTED y /•� �
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CURRENT USE: VACANT
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
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on the plans and as required at the field inspection.
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USES INDUSTRIAL
_ 2ai ACRES
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OR GRAVEL STRIPNG �_.__ - d �`'
STORAGE AREA p( 1 ® Z s
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PROPOSED USE: FLEET MAINTENANCE
WITH ACCESSORY TOWING
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SETBACKS: REQUIRE PROVIDED
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
to VDOT SB-1.
5JP PROPERTIES LC
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INST. M 200101052 d1 I ExPANS1°N AREA
PROPSED
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FRONT 75' 75'
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be minimum 6" diameter and conform standard
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ZONE: M1 USE: INDUSTRIAL I 6' f I �� � �
REAR 25 250
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
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LANDSCAPE BUFFER
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✓ 1 ,9 OH° DOOR PAVED
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SIDE 25' 29' E & 72' W
one litter receptacle shall be provided at the construction site.
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PROVIDE EXISTING GATE m PAWING
d WITH OPAaX SLATS TO " ' Y�i
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MAXIMUM HEIGHT: 60' LESS THAN 60'
SIGNS: BUILDING MOUNTED (BY OTHER)
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
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OBSCURE STORAGE ,AREA, WHEEL
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SITE LIGHTING: NONE PROPOSED WITH THIS PLAN
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
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BLDG, MOUNTED LIGHTING: NONE PROPOSED WITH THIS PLAN
PREVIOUS APPROVED PLANS: SP#26-89 & SP#53-89
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condition at all times.
S' PAT6°`K�I�
FENCE Exr�s1
_ _ _ _ _ _
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority .concerning permits, cut sheets,
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F.A.R. CALCULATIONS
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43 19 25 - 2.17 AC - 94,525 S.F.
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and connections to existing lines.
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EX. BUILDING AREA - 11,165 S.F.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
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I' PAWING OEM Ac c 5 40'23'28° E-41g.41' EX. PAVED ACCE�:SS ROAD I
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TOTAL BUILDING / LOT AREA = 0.1181 < 1.0
standards and specifications of the Frederick County Sanitation Authority.
✓
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BUILDING USE/PARKING TABULATION
16. The location 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
inform the from his
- - _ -
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(APPRDXIMATE -
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LOCATION)
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Vehicle Service: 9,894 SF 3/Bay = 9 SPACE REQ
Office: 1,356 SF 1/250 sf = 6 SPACES REQ
Handicap: 1/25 Spaces = 1 SPACES REQ
prior to construction. The contractor shall engineer of any conflicts arising existing
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utility verification and the proposed construction.
TOTAL REQUIRED 16 SPACES
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
TOTAL PARKING PROVIDED= 23 SPACES INCLUDING 1 HC
F
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
LANDSCAPED AREA CALCULATIONS
A
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
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REQUIR 25% OF 2.17 AC = 23,631.30 S.F.
LANDSCAPED AREA PROVIDED 25% = 23,631.40 S.F
FENCE
19. The developer will be responsible for the relocation of an utilities which is required as a result of his
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project. The relocation should be done prior to construction.
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EX. 5LOG. ,�
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SURVEY AND TOPOCRAPHIC INFORMATION
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20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
1
1. Boundary taken from deeds of record.
in accordance with state law. In the event gravesites are discovered during construction, the owner and
- - � 50 O 50 100
MARK D, SMITH
engineer must be notified immediately.
LANDSCAPE SCREENING DETAIL
-o LIC. No. 22837
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
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SCALE: I" =50'
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2. Aerial, horizontal and vertical control surveys were
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performed by: NSA N/A
SIGNAL
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22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
LANDSCAPE SCREENING LEGEND
NO LANDSCAPE NOTES
NO AREA
THHIS
(Year)
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
engineer and results submitted to Frederick County prior to pavement construction. If a
PLANVOUS
WITNALH
PROVIDED WITH THIS PLAN
PROVIDED
A"msarrGimroPsamrZ.ssT" J
Arree eerr��r � �• �T ran
� LOOPFWM I A�PKE�
3. Aerial topographic mapping performed by:
professional
geotechnical report has been prepared, it should supersede the requirements in this note.
AM
BOTANIC NAME
COMMON NAME
QUANTITY
0.=
PARKING LANDSCAPE REQUIREMENTS:
VC -AN W1112 ARMW M114M IN OLACC
N/A Dated: N/A
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
Er
Juniperus virginiana
Eastern Rid Cedar
I4249CREEN)
6' HEIGHT
PERIMETER TREES 16,536 SF 2,000SF = 8 TREES
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lem"Tor• Ya Q eueAP A•D art RM-E
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Betula ntgra
River Birch
Ifd-IPARlKINCs)
1„ cal BBB
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
INTERIOR TREES (1/10 SPACES) = 2 TREES
TOTAL PARKING TREES REQUIRED = 10 TREES
„�,,������
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Taxes cue (data
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Japanese Yew
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3m4ecrem)
36 HEKsHT
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
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Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
SCREI�NING NOTE:
2'Douxna�oDeoHAPOWOM
SURVEY NOTE: THE EX15ITNG
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SIGN SHALL BE LOCATED SUCH THAT WILL NOT BE
24. All utilities to be located underground.
A
OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE
SIGN (SEE DETAIL) BACKGROUND MAT'L.
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ALL PANTS SHALL CONFORM WITH 165-203.O1B OF THE
FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT
a• Eoa Ease
INFORMATION SHOWN WAS BASED ON
a
OLORED 2" LETTERS
DARK&C3/8'
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SUBSTITUTIONS MUST BE APPROVED IN WRITING BY
SITE VISIT MAY 1 2011 VISUAL
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
OR BORDER
EP
RESERVED
FREDERICK COUNTY PLANNING DEPARTMENT.
, . ACTMaEM1,MOM
OBSERVATION, FC GIS INFORMATION
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Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
WHEEL STOP 2' INTERNATIONAL SYMBOL
OF ACCESSIBILITY
T�°E
PARKING
24•
6 6'
CONTRACTOR TO GET APPROVAL FROM OWNER AND
COUNTY IF ANY SUBSTITUTIONS ARE MADE.
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
AND DOES NOTE CONSTITUTE A ABUILT
OR BOUNDARI' SURVEY Bi C REENUJA`1'
ENGINEERING INC.
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FCSA CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at
STRIPED AREA
VAN
ACCESSIBL
EROSION & SEDIMENT CONTROL NOTES
b'.m-
a
www.fcsa-water.com <httR://www.fcsa-water.com>.
2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA
b
9
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE
AND STRUCTURAL EROSION AND SEDIMENT CONTROL
A
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CONTRACTOR TO VERIFY LOCATION:
HORZ. i VERT. OF ALL FEATURES ON51TE
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approval.
3. The contractor shall adhere to the Authority's standards and specifications in effect at the time
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MEASURES SHALL BE CONSTRUCTED AND MAINTAINED'
ACCORDING TO THE MINIMUM STANDARDS AND
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AT TIME OF IMPROVEMENTS.
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of construction.
4. The contractor shall coordinate with and arrange for inspection by the Authority.
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SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
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5. The contractor shall connect a new sewer line to an existing manhole by core drilling the
7.0' MAX.
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ALL SIGNS SHALL CONFORM TO SECTION
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manhole.
6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
The Authority shall furnish all needed material and make the tap.
NANDIGAF'PE DISPLAY CONDITIONS
sYME50Ls 8' MIN
CONTRACTOR AND INSPECTOR NOTES:
BUILDING° SHALL COMPLY w1TH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTIONS 309 USE
GROUP (M) MERCANTILE AND SECTION 311 (S) STORAGE OF THE INTERNATIONAL BUILDING CODE/2008.
CODE THAT APPLIES Is ICC ANSI A117.1-3-03 ACCESSIBLE AND USABLE BUILDINGS AND
y" . ' 83• Z2-24- wb KEBABS
; :1 '• FOR WWM STOP
1 �OrJ' -201.0(o OF THE FREDERICK COUNTY
SUBDIVISION AND ZONING ORDINANCES
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The contractor shall submit an Application for Wet Tap and pay the required fees.A
UNLAWFUL
PARKING IN THIS
4' STEEL PIPE FILLED WITH CONCRETE
FACOTH
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p'
3:
7. Exact locations of water and sewer services on new lines to be coordinated with the Authorit 's
y
inspector.
SPACE IS SUBJECT
TO A FINF OF _---DARK
ENTRANCE AND EXIT DOORS ARE REQUIRED TO MEET ANSI ACCESSIBILITY. MAX 1:12 SLOPE FOR RAMPS,
MAX 1:20 FOR WALKING SERVICE, AND MAX 1:48 FOR LANDINGS AND ACCESS AISLE IN PARKING AREA.
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8. The Authority's maintenance division shall furnish and install all water meters through 2 inch
s' VAN ACCESSIBLE SPACE 100.00 TO 500.00 BACKGROUND
5' FOR REGULAR SPACE
COLORED REFLECTIVE
MATERIAL
SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE
(90IIS, CONCRETE, STEEL., ETC.).
SECTION A -A
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in size. It is the contractor's responsibility to have the meter box assembly installed correctly.
HANDICAPPED PARKING DETAIL
ASBESTC;S INSPECTION REQUIRED FOR REMODELING OF ALL STRUCTURES BUILT PRIOR TO 1985
WHEEL STOP DETAIL
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Before a permanent meter is installed:
LIGHT COLORED 1' LETTERS
N.T.S. AT
P FOR HANDICAPPED MUST BE LOCATED
SAME POINT ADJACENT TO THE 8' AISLE.
NOT TO SCALE
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a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
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FIRE MARSHAL'S NOTE
E
APPROVAL
b. The frame and cover shall be set to final grade.
C. The distance between the top of the cover and the coppersetter shall be between
18 and 21 inches.
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SITE PLAN APPROVAL �/
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d. All components of the meter box assembly shall be in proper working order.
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NIAME C� GATE Ik l0
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9. For services that connect to existing lines:
Any "No Parking" signs and yellow painted curb locations
will be installed
1
FREDERICK COUNTY ZONING ADMINISTRATOR
DATE
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a. The Authority shall furnish and install:
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by field inspection at the direction of the Fire
Marshal's Office.
SITE BEAN NUMBER 1�"\`
*APPROVAL OF THESE PLANS SHALL EXPIRE
FIVE (5)
C4
1. all 5/8„x3/4„, 1 1 and water services
2.
-,�
YEARS FROM THE DATE OF PLANNING APPROVAL
all sewer services.
b. The contractor shall:
TRIP GENERATION DA
A
Project Name:
Pro
Project Number:
1. coordinate the location of the service lateral with the Authority's engineering
assistant
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE
USE
VPD
BRIAN OMPS TOWING & REPAIR,
LLC
ry B
06 /
2. submit an Application for Service and pay the required fees.
/
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as
Magisterial District:
g
Date of Plan: (Month, Day, Year)
required). The assembly must meet ASSE standard number 1015 or 1013.
11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ,
NO ADDITIONAL TRAFFIC
GENERATED WITH
THIS SITE PLAN
STONEWALL MAGISTERIAL DISTRICT
JULY 01 2011
as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior,
Owner:
Address, Including Zip Code & Telephone No.
DATE:
JULY 6
2011
privately owned fire line shall also have a fire service meter. This assembly shall be
installed immediately before the backflow prevention unit. Radio read remotes are required.
275 Lenoir Drive
UTILITY CONTACTS
12. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
B & B Properties, LLC
Winchester, VA 22604
a. Domestic water meter and its backflow prevention device, and/or its
540-678-0063
SCALE:
AS SHOWN
Water/ Frederick County Sanitation Authority Phone:
Verizon
Developer:
Address, Including Zip Code & Telephone No.
b. Fire service line's backflow prevention device.
Sewer: P.O. Box 1877
P.O. Box 17398
'
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ s Certification to
Winchester, VA. 22604
Baltimore, MD 21297
SAME AS ABOVE
SAME AS ABOVE
DESIGNED
BY.
JNT
Operate and a copy of the stations DEQ approved 0&M manual. These documents must be
(540) 868-1061
(301) 954-6282
received before substantial completion is issued and water meters released.
Power: Shenandoah Valley Electric Cooperative Inc. Gas
Shenandoah Gas Co.
FILE
NO.
0617B
Engineer Certifying Plan:
Address, Including ZipCode & Telephone No.
P
P.O. Box 236
P.O. Box 2400
HANDICAPPED PARKING NOTE
Mt, Crawfoed VA 22841
(540) 434-2200
Winchester, VA 22604
(540) 869-1111
CREENWA Y ENCINEERINC
151 WINDY HILL LANE
WINCHESTER, VA 22602
SHEET
1
OF 1
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-80
-552-7001
540.662.4165
11- 04