HomeMy WebLinkAbout13-20 Signed First PageGENERALNOTES
1. The property shown hereon is located at the end of VA. Rte837 (Ebert Road) in the Carroll Industrial Park subdivision. This project is in close proximity
to the community of Stephenson in Frederick County, VA.
2.PROPERTY OWNER: Skyine.LLC DEVELOPER:
Carroll Construction Company, Inc.
283 Ebert Road
283 Ebert Road
Winchester, Virginia 22603
Winchester, Virginia 2260
Telephone: (540) 6-15S0
Telephone: {548) 667-1588
Contact: Ms. Beth Lewin
Contact: Ms. Beth Lewin
8.ENB|NEER4\PPUCANT: Painter -Lewis, P.L.C. SURVEYOR:
Painter -Lewis, P.L.C.
817Cedar Creek Grade, Suite 120
017Cedar Creek Grade, Suite 12O
Winchester, Virginia 22801
Winchester, Virginia u2601
Telephone: (540)062~5792
Telephone: (540)662'5792
Contact: Mr. Timothy G.Painter, P.E.
Contact: Mr. David Spriggs
4.AERIAL SURVEY CONTACT: AemmethuAir Survey Division
4518OBusiness Court
Dulles, Virginia 20166
Contact: Mr. EdC,oswan
5.SITE PLAN INFORMATION:
PARCEL INFORMATION:
Property |DNo: PIN: 43-214
Lot 1,Carroll Industrial Park -Inotrumen Mo:1d00O8579
Total Parcel Area: 1O128Oacres (441,175.68Sq. Ft)
ZONING: M-2(INDUSTRIAL GENERAL DISTRICT)
CURRENT USE: Asphalt Production PROPOSED USES: Asphalt Production enoV
Contractor Office & Shop (Phase 1V
Warehouse (9hasaUU
tiZONING REQUIREMENTS:
DENSITY: Impervious Area Coverage: Must Not Exceed 85% of the Site Area
(Impervious Areas wuo5x10.128OAc.=V.0o88Au)
F.A.R.RAT0: Floor Area toLot Area Ratio (�A.R.): </=1.O
BUILDING HEIGHT: O0Ft. Max,
SETBACKS:
REQUIRED: MINIMUM PROVIDED:
FRONT: 75Ft. (Collector orMinor Street) FRONT 131Ft
REAR: 25Ft. REAR: 25Ft
SIDE: 25Ft. SIDE: 25Pt
PARKING REQUIREMENTS. FULL SITE DEVELOPMENT: ALL PHASES
ASPHALT PLANT: 1Space per Employee
OFFICE: 1Space per 25VSq�Ft. ofFloor Area
SHOP AREA: 1.5`Space per Employee
WAREHOUSE: 1,5 Space per Employee
STORED VEHICLES: 1Space per Vehicle
PARKING REQUIRED:
ASPHALT PLANT: Staff: 2Employees ^t5 =3 => 3Spacea
OFFICE AREA: Office Area: 7,50O.OVSq. Ft. /25OSq,Ft. =3O.00 =^ 30Spacmo
[NohsBuilding 1(office building) has a building footprint of7,500.dOsq. ft.
which iabeing used asthe office space for this faci|dYJ
SHOP &WAREHOUSE: Shop &Warehouse: 34Employees x1�6 =8i.UO => 51 Spaces
STORED VEHICLES: Vehicles: 6 Each xtO =6 => 6GPaces
Total Spaces Required: $OSpeoeo
(4H0CPSpares Required (1Van Accessible Space mu))
PARKING PROVIDED: 124Suaces and .8'HmCpSpaces Provided '(5Van Accessible HDCPSpaces)
LOT COVERAGE: (rOTAL) Pr. Buildings: 30`880.20Gq Ft (Footprints)
Ex. Asphalt Plant: 3,130.26 aq.R�
Pr. Pavement Areas: 81.688'29 Sq. Ft
Ex. & Pr. Stone Areas: 8l5O778Sq. Ft,
Pr. Concrete Pads: 300.00Gq'Ft
Pr. Concrete Walks: 2,298,70 Sq. Ft.
TOTAL: 201,605.24 Sq, Ft,
F,A.R,: F.A.R.: (30.U80,20+ 15.O8O.00)/441'175.68Sq. Ft =&1O35 => UA041.00
LANDSCAPE REQUIREMENTS:
8roenopwoa: d 15.0O%Minimum (m1441.175.8DxO.15=88.170.35sq. ft.
Pmv/ded:64.3US6 (or)23A.57[L44Sq. R� (5.50&o.)
Parking Lot Landscaping:
Perimeter Areas: (1)Tree per 2.V00 sq. ft,ofImpervious Area upto100,00sq. ft.
(1)Tree per *.DVUsq. ft. nfImpervious Area over 10l0OUsq. ft�
RequiredTrees: 100.000.00ag �/2,000=50.0 => 50l,eao
101.605.24sq, %/5.000=20.3 =m 20treeo
Total Trees Required: TUtreew
Provided Trees: 70treew
Required Headlight Screening: 3'high along R-O-Woand adjacent properties
Provided Headlight Screening: 3'high evergreen shrubs along adjacent properties.
Interior Areas: 5%Interior 8reenepuoa
GreenmpaueRequired: 81^E88.29sq. ft. {x)O.O5= 4.084'41oq ft.
GveenePaceprnvWed 5.169.¢0aq. ft.(ur) 6.33%
(1)Tree Per 10Parking Spaces
Trees Required: 124Qpaces/10=124 => 12 trees
Trees Provided: 12meee
Buffers and Screening: A Category "C" Buffer with a full screen is required against the adjacent RA and MH1 zoned property, The buffer area shall contain
m75'inactive buffer area and a25'active buffer area for atotal of1OO' Screening shall baprovided uymminimum 50'wmod|andstrip along the
northeastern boundary line and a full landscape screen along the southeastern boundary.
Buffer along rail corridor: (DPlants per 1Olinear feet (1/3Deciduous trees, 1/3 Eve B8hmhs required)
Plants required: 876tt/10=87.0 => 88u8=264 =p 284plants
Provided: 81dociduoun
89eaergreev
88 shrubs
Total Provided: 288p|ents
7 OFF STREET PARKING: PHASE [ ospaces provided (Parking shall beprovided hythe 'existing spaces around the plant,)
PHAGE{|: 98spaces provided
PHASEK|: 34spaces provided Vutuna>
8 LOADING SPACES: The number of12'x45'required loading spaces shall be determined by the specific future use(s) during the site plan process.
Phase }|:(3)12'v45'|nadingspace has been provided. Phase U|:(2)i2'x45')oadingspaces have been provided.
9. WATER and SEWER: All proposed water mains and sanitary sewer lines shall be connected to existing Frederick Water Facilities and shall be public
utilities.
10, STORM WATER MANAGEMENT: Storm water runoff shall be controlled by a storm sewer system that will direct the storm water toaproposed open,
storm water management detention facility. The discharge will be conveyed to the ditch line along the railroad track and away from the existing quarry.
11. SERVICE UTILITIES: All utilities connected to this development shall be installed underground,
12. ACCESS: The proposed R-O-W dedications and roadway improvements for this development shall be installed in accordance with V.D.O.T. standards
and specifications.
13.HISTORICAL STRUCTURES: Nohistorical 'structures have been identified onthis site,
14.PHAG|NG: As specified abnvo.PH8SE!haea[noodVboeninatalledonuisinopemtinn.
15. EXISTING STRUCTURES: All existing structures are anticipated to be removed during that construction phase of this project.
16. FIRE LANE MARKINGS: Fire lane markings and signage shall be provided at all fire hydrant locations.
17.OUTDOOR LIGHTING: All outdoor lighting shall b*shielded \opreclude any off -site illumination and shall conform tuthe requirements contained in
0165-2O1.O7ofthe Frederick County, Virginia Municipal Code.
18.G|GNAGE: The proposed monument sign will not exceed 50 square feet (sq. ft.) in area or 12 feet (ft.) in height and shall conform to the requirements
contained in §165-201.06 of the Frederick County, Virginia Municipal Code.
19.EXISTING ENVIRONMENTAL FEATURES:
FLOODPLA|N8: According to the NFIP FIRM 510063 0105B, the property contains areas within the "Zone A" 100 year flood plain. The existing flood way
will not bedisturbed byoperations from this development.
RIPARIAN BUFFER: The 35'area of riparian buffer along both sides of Hiatt Run on this site will not be disturbed by operations from this development.
LAKES AND PONDS: There is an existing farm pond near the Hiatt Run stream in the southern end of the property and there is an existing quarry located
in the northern portion of the property. Both to remain undisturbed,
WETLANDS: According conducted by
Engineering Consulting Services, LTD. in October 2003 there is approximately 0.5 acres of wetlands/swamp area located around the existing Hiatt Run in
the southwestern portion ofthe site.
STORM WATER RETENTION AREAS: Storm water retention areas may exist where Hiatt Run and the surrounding wetland areas are located.The
existing quarry may also serve aea storm water retention area.
SOILS: According tothe soil survey for Frederick County, Virginia there are approximately two different soil types found unthis site. These soil types are
grouped into two major categories: Oaklet Soils and Carbo Soils. Both soil groups are characterized by well drained soils formed in residuum of limestone
and are found on valley uplands with an average of 60 inches or more to bedrock, There is also and existing quarry located in the southeastern portion of
the site. The quarry ioapproximately 6.3acres.
SINK HOLES: According to the Soil Sfor Frederick C tyVirginia thra arenomapped sinkhole existing the he However, the site
reconnaissance and geologic and soil analysis conducted for the ' Preliminary Wetland and Sinkhole Assessment, Carroll Construction Prope!�I,
Stephenson, Virginia by Engineering Consulting Services, LTD. inOctober 2003found that there are approximately 14^amapeuC'sinkhole sites located on
the property. These areas concentrate around the southern end of the quarry and towards the central areas of the site.
WOODLANDS: There are approximately 15 acres of woodlands and dense vegetation on this site.
STEEP SLOPES: There are approximately 2acres ofsteep slopes onthis site around the quarry area. Steep slopes are classified aaslopes 5U%or
greater. These areas will not bedisturbed 'during constructions.
ROCK OUTCROPPING& Areas of rock outcroppings may be found across this site due to the existing soil and geological conditions.
NOTE: Please refer to the Phase I Environmental Site Assessment, Carroll Construction Company, 283 Ebert Road, Stephenson, Virginia and the
Preliminary Wetland and Sinkho!. Assessment, Carroll Construction Propeq, Stephenson, Vi[ginia conducted byEngineering Consulting Services, LTD.
in October 2003 for additional inf, irmation.
2O.PREVIOUS PLAN APPROVALS: Please refer *o the previouslyapproved Master Development Plans MDp#08-05&MDP#04-18and Site Plans 3P
,
'
HIOU87H UAL L07 I
�
CARROLL CON67RUCT U ON G M U AN U O U NCo
2GQ6J5' IF=BERT RGAID
'
COUNIrY OF FHF=101ER LJCU��O W [ A
LOT #4
ZONED: M2
USE: VACANT C CLAN LLC.
AREA: 10.0000 ACRES ZONED: M2
USE: VACANT
AREA: 3,2500 ACRES
IJ
LOT #2
EXISTING QUARRY
EASEMENT AREA= 12.1096 ACRES
ZONED: M2
AREA: t7.5000 ACRES
L. AND RUTH B. PAYNE
ZONED: MH1
*8 4e3lOO" W USE: MOBILE HOME PARK
X. A HASE II LOT
it llc�zj
HASE III
ZONED: M2
USE:, COMMERCIAL-, a
PUMP STATION LOT
US9\,,PUMP STATION
AREA:)0.0712 ACRES
tA
ZONED: M2
USE: INDUSTRIAL
NO.
DELTA ANGLE`
RADIUS
TANGENT
CHORD BEARING
CHORD LENGTH
-ARC
NO.
BEARING
DISTANCE
44_A_
EDWARD AND ALQENOBIRLEY
ZONED: RA
DB: 851^ P(:Q78
USE: AGRICULTURAL/UNDEVELOPED_
44-1-C
EASY IJ]DNG ASSOCIATES
ZONED: MB1
kn1l's �1110NAL io,
ABBREVIATIONS
ASSY. ASSEMBLY
B.F. BASEMENT FLOOR
BLK. BLOCK
BC BOTTOM OF CURB
BML BUILDING MOUNTED LIGHT
BP BREAK POINT
BSBD. BASEBOARD
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
fps 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 CATV 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(OO.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN- PITCH TO BE
LIST OF DRAWINGS:
SHEET 1/16: COVER SHEET
SHEET 2/16: EROSION & SEDIMENTATION CONTROL NOTES & NARRATIVE
SHEET 3/16: EROSION & SEDIMENTATION CONTROL DETAILS
SHEET 4/16: EXISTING CONDITIONS AND DEMOLITION & CLEARING PLAN
SHEET 5/16: OVERALL SITE LAYOUT PLAN (LOT 1 PARCEL)
SHEET 5A/16: PARTIAL SITE LAYOUT PLAN (SOUTHERN PORTION)
SHEET 5B/16: PARTIAL SITE LAYOUT PLAN (NORTHERN PORTION)
SHEET 6/16: SITE GRADING AND EROSION & SEDIMENTATION CONTROL PLAN (SOUTHERN)
SHEET 7/16: SITE GRADING AND EROSION & SEDIMENTATION CONTROL PLAN (NORTHERN)
SHEET 8/16: PARTIAL SITE LANDSCAPING PLAN (SOUTHERN PORTION)
SHEET 9/16: PARTIAL SITE LANDSCAPING PLAN (NORTHERN PORTION)
SHEET 10/16: ON -SITE SANITARY SEWER PLAN & PROFILE (EXISTING)
SHEET 11/16: PRIVATE PUMP STATION & F.C.S.A. SANITARY SEWER DETAILS (EXISTING)
SHEET 12/16: ON-SiTE STORM SEWER PLANS & PROFILES (EXISTING)
SHEET 13/16: STORM SEWER DETAILS & PROPOSED STAGED OUTLET STRUCTURE
SHEET 14/16: ON -SITE WATER MAIN PLAN & PROFILE (EXISTING)
SHEET 15/16: F.C.S.A. WATER DETAILS
SHEET 16/16: MISCELLANEOUS CONSTRUCTION DETAILS
/10'ZONING ADMINISTRATOR DATE
NAME 6ATE 1L 74ZO 7-
APPROVED SITE PLAN NUMBER -1 13, - 7_
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
'AIR"ROLL HOU"TMAL PAR` El
STONEWALL MAGISTERIAL DISTRICT
COUNTY OF FREDERICK, VIRGINIA
PAINTERmLEWIS""
m,m" � PaLCm
817 CEDARCREEK GRADE, SUITE 120
vVINCHFSTER, NRG|NiA 22601
Telephone /540\ 062-5792
-111P NIP
Facsimile /540\ 552-5783
Email: officm��poTntedewia.00rn
'CONSULTING J(]A N0-: 1501D75 SHEET:
ENGINEERS M/Y/ 4, 2015 � � ��
�"�==°� ^°� Lo�� Revision Date: November 10 �� K � � |0