HomeMy WebLinkAbout051-95 D.K. Erectores & Maintenance, Inc. (Shop) - Backfile (2)FREDERICK COUNTY, VIRGINIA
GENERAL NOTES
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O a
ABBREVIATIONS
➢.
The property delineated on this plan is located adjacent to US Route 50 in the Gainesboro Magisterial
9 �
District in the County of Frederick, Virginia. The owner proposes to constrict 9,400 square foot building
ASSY.
BF
ASSEMBLY
BASEMENT FLOOR
to provide space for steel fabrication operations. The site presenti.y contains two shop buildings, an
office trailer, and an office building.
® BU
LIDHQ 3 [P= IPLaH
BLK.
BC
BLOCK
BOTTOM OF CURB
BSBD.
BASEBOARD
2.
Owner/Developer:
C&G
CMF
CURB & GUTTER
CONCRETE MONUMENT FOUND
D-K Erectors &Maintenance, fins.
4530 Northwestenn Pike
Winchester, Virginia 22603 Telephone: (540) 877-2209
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C(OUH7V9
CPP
CMPA
CO
DIA.
CORRUGATED POLYETHYLENE PIPE
CORRUGATED METAL PIPE ARCH
CLEAN OUT
DIAMETER
3.
a e Architect:
Engineer/Landsc p
EOP
F.
EDGE OF PAVEMENT
FIRST FLOOR
t
PALNTER-LEWIS, P.L.C. Contact: John Lewis
�
3. The contractor shalt provide adequate means of cleaning trucks and/or other equipment prior to entering
F.C.
FG
FIRE CONNECTION
FACE O,F GUTTER
-r
24 East Piccadilly Street
the public right-of-way. It is the contractor's responsibility to clean the streets, allay dust and take
Ga.
GAUGE
Winchester Virginia 22G01 Telephone: 540 722-9377
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whatever measures necessary to insure that public roads are maintained i n a clean and dust -free
GV
GATE VALVE
4.
The proposed building will be constructed on a parcel of land which contains an existing 1145 square
condition at all times.
HCR
HDR CURB
HANDICAP RAMP
6" HEADER CURB
foot office building avid two shop buildings with 2525 square feet and 3518 square feet. The parcel also
4. The contractor shall perform overtot grading to provide positive drainage and preclude .pondng of water.
HP
HTR.
HIGH POINT
HEATER
contains a 744 square foot office trailer..Both the office trailer slid the 3518 square foot. shop building
All off site grading and construction is to be done with the property owners consent.
IPF
IRON PIPE FOUND
will be removed along with the construction of the proposed building The parcel Property Identification
IPS
IRON PIPE SET
5.
Number is 40-((A))-94A. The property is currently in the name of David A. Kollar.
Boundary acid existing feature information shown on these plans was take» from available records.
5. The contractor shall stabilize all. denuded laud within 7 days after the end of construction. Embankment
or excavated slopes denuded for a period of greater than 14 days shall be temporarily seeded and
Cut and fill slopes es shall be raded at a maximum of 2 horizontal to l vert.ical unless otherwise
mulched C p g
INV
LP
MPD
INVERT
LOW POINT
MULTI -PRODUCT DISPENSER
Topographic information shown on these plans is based on U.S.G.S. daturn and was furnished by Ritchie
specified on the plans.
MH
MANHOLE
�• " �, 1� -
6.
Srrrvees, Inc.
Site Data:
Parcel Area: 10.0 acres
Erosion control devices shall be inspected daily and damaged devices shall be repaired by the close of
6. P
the day.
NDC
NTS
OHE
OHT
PL
NOSE DOWN CURB
NOT TO SCALE,'°»-.
OVERHEAD ELEC'�'RIC
OVERHEAD TELEPHONE
PROPERTY LINE
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P.� I i� l: r 4 f
Zoning:M-2 Industrial General District
Use: Metal Fabrication, Equipment Maintenance
Setbacks:
Front Yard Highway: Required - 75 Provided - 380+
7. The contractor shall establish vegetation on all areas not otherwise stabilized according the following
specification:
PVMT
RCP
RED.
R.O.
PAVEMENT
REINFORCED CONCRETE PIPE'
REDUCER
ROCK OUTCROP
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GemF'� 1 , r����
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-Primary
Required - 25' Provided - 380'+
Rear Yard : q
Seedbed Preparation:
P „
2 final have been achieved.
STD.
T.B.D.
STANDARD
TO BE DEMOLISHED
,,
t ed?
I615 nsi i>rve :".' s ` « t�"
Side Yard: Required - 25' Provided- 140'+
a. Scarify top ➢ to of soil after grades
limestone(1401b/1000sf).
T.B.R.
TO BE REMOVED
t � \,:` 8B �•, � r, -'
GO' Proposed 33'+/-
b. Add 3 tons per acre pulverized agricultural
_ _ ��
t ° '
���
Ivtaxinurn Building Height: Required - -
t b q P
SEED TYPE RATE 'MIN.PURITY(y M1N. GERM_ OAu
T.B.P.
TO BE PRESERVED
e 1
MaximumFAR: Allowed - 1.0
Existing Total Floor. Area = 7,632 SF = 0.0175
'
Proposed Total Floor Area = 12.,770 SF=0.0293
Tali fescue 60 lb.ac 97 85
Red clover 8 lb/ac 95 65
65
TB
TEL.
TC
THRUST BLOCK
TELEPHONE
TOP OF CURB
i y ! i
'« ®604
}) ° r „
��la
inn Landscape Area. Required - 15l0
q.
Ladino clover 8 Ib/ac 95
85
TYP
UG E
TYPICAL
UNDERGROUND ELECTRIC
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,Minim. .P
Existing:Buildup �fPavernerrt Area = 93,832 +/- SF or 78%landscape area
l'
Proposed Building/Pavement. Pavement Area = 107,588 +/- SF or 75%p landscape area
P f✓
Atwua➢ ryegrass l2 Ib/ac 98
Mulch: 1.5 ton/ac small grain straw
_
Fertilizer: 1000 Ib/ac I0-10 10
WL
WM
WATERLINE
WATER METER
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7.
Parking Requirements -
TR
RADIUS IN FEET
i ,� ,i' ;��li( �� � t� �� �I,rp �t��� �/) -
)
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Required Line Setback: Required - 5' Provided - 60'+
SEQUENCE OF CONSTRUCTION
� I 2// }
�' " (�`'i '�; {`'� ' 4;- °rr�,®� ` ! f
construction entrance if required)1
l . establish(
2, establish perimeter controls as required
" =
VICINITY MAP HAYFIELD, VA 7.5' QUAD 12000'
8.
Parking Space Tabulation:
3. clear and grub site
Industrial Use: Required - 3 per 4 employees - 18 employees require 14 spaces
4. strip, stockpile and stabilize top soil
Provided - 15 spaces
5. perform rough grading
9. Buffering Requirements:
6. contract drainage controls
7. begin facilities construction
The -adjacent zoning is RA which requires a Category C buffer in instances where the adjacent land is
8. perform final grading, and site stab ilizatiota
TINAIL
used for residential purposes. Currently, all adjacent land is vacant except for the parcel which borders
is J
the northwestern property fine. A full screen will be provide between the proposed building and the
line.
8. The Contractor shall obtain a Lund Disturbance Permit from the Frederick County Public Works
F
�`�"`��dd'/';1
iiorthevestem property
1 r 10 feet. = 114 lams
Landscaping Required: 380 linear feet between parcels � 3 plants per p
Department prior to initiating any site work.
Landscaping Provided: 57 White Pine, 29 Doublefile Viburnum, 28 Vernal Witclhazel
Storm Water Management Considerations
I o.
Significant environniental features include Flood Boundary and Floodwa according to FIRM
g dory Y g
The construction of the proposed building will result in approximately 7,000 SF of .additional impervious area on
the site. Any increase in peak storm water runoff rates will be accommodated by the existing floodway associated
Comm,unity Pai et: No. 510063 0100B. The southeastern P pp portion of the site contains approximately 2.8
acres of woodland area and slopes greater than 15%o
with Hogue Creek. The building will be constructed at an elevation of 688'+/-. The water surface elevation of the
100 year flood is approximately 675 at the proposed building.
l'l.
Trash is stored in a metal du rtipster which can be moved around the site as necessary to facilitate
operations. No permanent trash storage area is planned for the site. Trash removal is contracted by the
owner.
LANDSCAPE NOTES
l . Arrange plants called for in the plaint: schedule in general. conformity to the layout shown on the plans.
�-1
CONSTRUCTION
NOTES'
2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the
ZONING ADMINISTRATOR DATE
1.
The existing utilities shown on these plans are based on available inforinat on.. The CONTRACTOR
Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on
APPROVED
shall be responsible for detenniini.ng the exact location of all utilities before coin, acing work , d .for
any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR
the plan.
���®����� �����o d�����fl� � 051 _ %S
should encounter utilities Other than those shown on these plans, the CONTRACTOR shall imtnediatel
A Y
n the tan. Contact the Landscape
Ver the kig}tq,ties show►a on ilia plaint list with totals it o p
3. fY qt •
ltscrepat►genes crust. Supply unit prices to the Owner at time of bidding.
Site Plan Expires Five (5) Years From Date Of Approval
'
notify the etll,ttbeet' and take t1,1e necessary and lirrnlier steps to protect the facility and assure the
Architect �tlt� ��.c,a.'�5�.
continuance of service.
4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a
'
2.
The CONTRACTOR Wall have approved construction v 'n t t
s1 pp c i dravi gs prior o the sort, of construction. At
tag frorn each plant species and a list of the plaint. suppliers. Wherecanny requirements are omitted froth
b P for the variety according to the American
LHST OF I�RAW:NGS°
least. one copy of approved plans trend revisions shall be kept on -site at. all tune's.
the Plant List, use plants which meet the normal requirements
Association of Nurserymen.
3.
Cut and fill slopes sliall :not to exceed 2-horizontal to 1-vertical unless otherwise called for on the plans.
5. Plaints shall be sound, healthy, vigorous, well branched,, free of disease, insect eggs and larvae, and shall
SHT. 1 /2: COVER SHEET
SHT. 2/2: SITE PLAN
4,
Controlled Fitts:
have adequate root systems.
A. Controlled compaction shall occur in all fill sections for pavetnent, trenches for utilities and in
other areas as designated. on the plans.
mi sizes a ainst the plants will be judged. Failure to
6. Sizes specified in the Plant List are minirnt g which
B: Contrtalled falls shall be compacted to 98% den.isi:ty as detertninned by methods per standard proctor
meet mininnum size oil any plant will result in rejection of that plant.
+
M"1"M0 69$. Density shall be verified by a qualified soils engineer.
C. Controlled fills shall be coinpaeted in 8 inch lifts (loose 0.)ickixess): to the specified density,
d with smooth continuous edges as shown
7.. Groups of shrubs shall be placed in a continuous mulched be ,
beginning from the existing round surface unless otherwise approved in writing b i,
8 8i g y a qualified.
on the lain. All .mulched beds shrill be curvilinear in shape following the contour of the plant tpass
o p
over beds. Trees located within four feet of any shrub
soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and
Apply a minimum of 4 inches of Inulcti uniformly
bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage.
stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the
sane density as the controlled fill to be placed thereon.
8. Locate trees a iniiurnum of 3 feet from walls or walks, if possible.
E, Fill material shall be taken frotm approved borrow areas. It shall be clean soil, free of roots, woody
vegetation, oversized stones, rocks, sandy soil, or other objectionable.iaterial.
and practice and/or Clue suppliers recommendations, At a
9. Stake and guy all trees according with stand p
minimum, all deciduous trees shall be double -guyed with 42" hardwood stakes driven firmly into the
5.
Blasting is not permitted within 25 feet of existing utilities without owner pe in°nission,,
ground. Secure tree to stakes with #9 ga➢vaiiized wire guys with rubber hose connections. Stakes shill! be
2" r 2" x 42".
6.
Pavennew materials called: for on the plaits refer to. standard VDOT designations,
hardwood bark mulch in all planting bads.
10. Use shredded
7.
All radii indicate edge of gravel, edge of pavement or face of curb as applicable.
It. Remove all tags ,twine and containers from .installed plaints. Roll back burlap one third on all B&B
8.
All construction and materials proposed for the public right of way shall conform to VDOT standards
P P P g Y
Plants.
q.
and specifications'.
12. Plant substitutions are permitted with consent from the Landscape Architect.
�Ep,LTdi O
9.
Fire lraries shall be dcfiv heated as directed by the Frederick County Fire Marshal.
13. Prepare the soil in all bedding ar eas b mixing into the top six inches of soil one cubic yard of manure,
Y 6
or other
P
10.
I'In R shall obtain i
e CONTRACTOR sl a 1 ob am permission from adjoining property owners prior to conducting any off
P eat and 10-6-4 granular fertilizer per 100 square .feet of area. Remove any turf, weeds
completely prior to installation.
at � � ' `l C.
site construction activities.
vegetation
,
i f .
The CONTRACTOR shall coordinate the relocation and abandonment of any existing utilities with the
to shall guarantee all plant materials and�J
14. Plant all materials in their appropriate season. The Contractor g
installation.
�a'�
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appropriate utility company and/or Health Department as necessary.
workmanship fora period of one year from time of
P P
������ 4m 02162,�S
12.
All sanitary sewer and water supply construction shall conform to the current standards of the Virginia
`SIO.NAL V,
Department of .Health.
� F...
t3.
Water service will be provided by an extension of the existing well line. Sanitary sewer service will be
provided by ani extension of the existing septic lire.
ALCo
SILTATION AND EROSION CONTROL 'NOTES
I.
Erosion control practices shall conform to the requirements of the Virginia Erosion and Sedimeint control
24 East Piccadilly Street
Handbook.
Winchester, Virginia 22601
Telephone (540)722-9377
2.
All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall
Telephone (540)662-1 565
remain in place until the site is fully stabilized.
Facsimile (5 40) 6 6 2 -1 6 61
JOB NO.: 9602022 SHEET:
DATE: 20MAR96
i
20 PARKING AT EXISTING FENCE
� \ �
SPACES
s' x 18', WINCHESTER & WESTERN
\ � --- _
INSTALL STRIPING
' - - - - - - AND 6' CONC. WHEEL _
40-A-94D
STOPS AS SHOWN EX. FENCE N5X 1841 "E 34C3 OX \ \
� -
ROGER B. FLETCHER
P.O. BOX 173 _ �SF
WHITE POST, VA 22663
25' BUILO/NG SE78ACK
ZONING: RA I \ \ N
USE: RESIDENTIAL z z
EX. 18" X 14" \ \ w Li g
R = 9J0. 595' - / ACCMPA I \ I \ 2
40 120ARC = 68,149 %�---.! --- I
_ \ W
CHD. N,.36'47'S5"E 674.07' " " / / - o 0.O \ \ \ \ \ W LJ
3
z
.dale 1 I I i / / EX. STONE DRIVE / O _ — 75' /NACI7VF BUFFER O o
_ \
INSTALL FENCE 1'+/- , / ® 6 \ \ \
INSIDE PROPERTY LINE i / / O O -- -.
' BEGIN BOARD FENCE � � / � _a>\ 40-A-948
AT EX. POLE / 25' AC77VE BUFFER I DAVID A. KOLLAR
i \ I ZONING: M-2
LE EX. STONE DRIVEUSE: VACANT ' � ` \ �
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/ EX. DRIVE �� \ \ 6 0 \ MU \ ^ �I I 1
i 5 PARKING MU Q n N
I
/ /•� SPACES �O/ O O / \ �� g •ta �i 9' X 1q O / EXISTI \
/ INSTALL STRI lr \ \ \ � ` p� \ � . � N "1
/ AND 6' CONC. HEEL TILL \ / I %
OAF- STOPS SHO N / / OPOSED ,
\ \ \ , O \ \ n
40-A-110 O FIELD EPTIC TANK 52' 4 \ 3.00 O I �
JOHN S. ROTZ ' 38" P / EX.. \ \
0' \ \
1665 MERRIMANS LANE / 0,�o� EX. SAN. TO BE DIST -�O \ Cy
WINCHESTER VA 22602 ' / EX. TREES �/ �J �j ABANDONED 50 6>�` \
ZONING: RA / I PROPOSED 1-STY MTE BLDG'j�. \ \
USE: RESIDENTIAL O LEG. METER I 9400 SF H=33' \ \ PRO
SWITCH OSETT q \ \ \ Do
I / i�X. 40'- GHl'POLE GRAVEL ACCESS HC SIGN FF = 686.2+ - \ \ \ CON(. PAD \� BOXES / / P HE P. P OP. 42 USE: SHOP/
N------- RETAINING WALL 202' \\ .00 \ate \\\ \\
1 I
I.P. # 64477 �/ •I, EX. STONE / "" 61. V ' ° - - _ - O \ \ \ \ \ \ \ Z
/ G / DI / EX. 1-STY METAL - - - � 14.6' - N \ �� \ ` EROSION do SEDIMENT CONTROLi(E� o / / / EXISTING 31' FF = FRAME
689.0+/- 41.1 ° ° U. 1 STY` -BLDG.
-
l / HEIGHT: 22' v o
TILE USE: SHOP FF 22'
FIELD _ ' 2525 SF 6, e b . A HEIGHT:351822' AWLISHED 30.7
' I " HC ACCESSIBLE SPACE
TO BE REMOVED X. SEPTIC 18' X 16' `
IST. BOX TAN REMOVED I ACID CONC. WHEEL `�
/ I / 5 ARKING i �- --- ------------- ------EX. STONE
SP ES O STONE \ \ \
_�.02 TEMPORARY STONE
. QNSTRUCTION
...............
ENTli4 E
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•\..05 SILT FENCE '� \
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�.3�PERMANENT\S�EDING
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3.3, VUliHING \ \
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INSTALL PING Z
/ - \ \ \
' �► p AND 6' CONC. HEEL / E STORAGE AREA - _ s \ \ \ \ \ \ \ ` _J - _
STOPS AS OWN �KJ� " I ro?- ` \ \ ` \ \ ■ ��. \_� . -. - 3:
J I / PRIME AND DOUBLE S ALL PARKING AREAS ■�_��_____--.-------•
EX. STO EX. CHAIN LINK FENCE •-----
�•LJ I / / / ' _---•- -- EX. DIRT ROAD - •
TE TEMPORARY LOCATION ■'��-• -- \ yi. 'Ob1w, 2 V
/ Z_
�' WELL O � OF PORTABLE DUMPSTER �
/ 9 / EX. W / /.000
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/ O / / / DONALD _ L. BAUGHMAN
P.O. BOX 446 Z
EX. LOG BLDG.
HEIGHT: 26
' USE: OFFICE DIRE ROAD--- ' �- STEPHENS CITY, VA 22655 HANDICAP SIGN DETAIL Z U
DENSE TREES / 40-A-94A / ZONING: RA NOT TO SCALE LAJ
J �
/ 1145 SF / /'DRIVE DAVID A. KOLLAR / / USE: VACANT NOTE: ~ y w
�A ZONING: M-2 Z
o / / 1/� -� / ALL CONSTRUCTION SHALL CONFOF.M TO ADA � Q
/ USE: INDUSTRIAL SERVICES/STEEL FABRICATION / ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. Z
/ / SIGN MAY BE PLACED ON BUILDING.
« / 4 PARKING SPACES /
SIGN 1 C o
3► O 9' X 18'(EXISTING) / o
RESEklv 4
' LW Y DRIVE IS AN UNOEf7NEO, / /
�ry EX. ASPHALT PRIVA7F ACCESS RIGHT-OF-WAY /F77
a p�G 1-12"
f-12' x 18" STD. N m
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+00 `x 6" STD O Z U
/ " I 0 )/ // / / / 40-7-2 �' a
/ Cc) OP �� �� / / DOUGLAS P.O.B. BOX 7 6 "�DMAN Lai
v W STD. U-CHANNEL POST Ll
RO SIGN / / / / STEPHENS CITY VA 22655 ` tccESSIe�E w W
EX. TWIN - / / ZONING: RA
CWrq 61'-18'�0 CP �K USE: VACANT \ 5 " U W La-
/ / o Y
4o EXTEND EX. CULVERTS /EX. NTRANCE Q
TO PROPOSED DITCHLINE I / / / PROP. GROUND d
INSTALL 30'-18'0 RCP00
n
NEW INVERT IN 59: 79.10SLOPE / 25'R TEL. / / (,•5`�
a / 82 3
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0#19 I / / // PLANT LIST q
1f00 / o
52 ;� / /
P.P.# 16728
SYMBOL
OUAN
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
28
Hamamelis vernalis
Vemal Wltchhazel
4'
B&B
0
10' CC TYP.
11
57
Pinus strobus
White Pine
4-6'
Bw
10' CC TYP.
0
29
Viburnum plicatum tomentosum
Doublefile Vtbumum
4'
B&B
10, CC TYP.
Z
O
CL
U
W
0
O
EXTRA FANEEDED STRENGTH
N
WITHOUT WIREERMESHRISUPPORT
0)
N
N
N
p N
(0
(0
STEEL
PO
WOOD POST
��
_
^ - t�
0
c0
0
c0
0
w
C)
N TI.U/
r111 U_
In �Lin �Un
40-7-5 / ��"1CARTERLREGORY
01 PLACE
PROPOSED FENCE DETAIL a
I 1/ WINCHESTER, VA 22602 NOT TO SCALE +' C
/ ZONING: RA / �N 0 0 E
USE: VACANT _ S
` 2+00 ;4! ..-1/ /
I z
' STREAM INTERSECTION Z
a
J
Z
D
O
m
r W FULL WIDTH
/ RR SIGN Z o TURN LANE SECTION
r � � NOT TO SCALE
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10 FT MAX SPACING WITH W U U
WIRE I Mal 16 Ff SUPPORT
SPAC NG FENCWRiiOUT N C LL
2x4 TOP RAIL �T ''— WIRE SUPPORT FENCE 3 H
I
1 x6 BOARD, I \t
FRONT do BACK �+
TOE NAIL EA. 1 x6
W/2-8d(EA. RAIL) I PONDING HT. PONDING HT. v
2x4 MID RAIL 1 STEEL OR FILTER FABRIC
5. y WQQ�OD POST ATTACH SECURELY
3G' HIGH MAX TO UPSTREAM
SIDE OF POST. "vxTH OF
RUNOFF I- RUNOFF {� --
I (RECOMMENDED) +� �' fj,, 'Al
'y
8'-4x4 POST O 8' CC STORAGE HT. i p ,1A
_ -� •: tt o JO N C. 216�S 9
2x4 BOT. RAIL I 171
�-
ATTACH RAILS TO POST 12" MIN. I I I I=11- .1 MINA -I I I _ I �F �
ti
I II--r" _
CROSS SLOPE = 1 2': 1' PROP. R I12'
W/3 10d(EA. RAIL) T II ! i 4'x6' TRENCH i I_ I I I� I GRAVEL o�SSIONAL
I RT 50 r I I
' SIGN •. `.•, •_ 3 I I WITH COMPACTED
it I I BACKFlLL
RELOCATE SIGNS AS REQ'D 2" SM-2A `.•-,:.:`<: �'„`M'^' -�1 I 1 I I III-1!
I RT 614
6" BM-2 1Y DIA. POST HOLE, _ 3 STANDARD DETAIL ALTERNATE DETAIL DATE: SURVEY:
� -r- � � I - � � � 1 - I I
8" 21-B I X, FILL W/GONG. I! TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 20MAR96 RITCHIE
ICOMPACTED SUBGRADE INSTALL 2' DITCH j
BELOW STREAM INTERSECTION NOTES: NOTE: SCALE: DRAWN:
I ' " =
I l ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. 1. INSPECT AND REPAIR FENCE AFTER EACH 1 40' JCL
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. STORM EVENT AND REMOVE SEDIMENT WHEN
FINISHED SIDE TO FACE ADJACENT PROPERTY. NECESSARY. C.I.:
WHERE FENCE IS LOCATED ON PROPOSED RETAINING 2. REMOVED L SHALL BE DEPOSITED
NOT CONTRIBUTE 2
THAT WILL ,
4 00 WALL, USE 3" DIA. STEEL POSTS do ATTACH TO WALL WITH SE AN AREA THAT
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
PL 1/2"x8"x8' AND 4-3/4' DIA. x 6' HILTI BOLTS. STABILIZED. JOB NO.: SHEET:
3. SILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 9602022 2/2
x
FREDERIC'K COUNTY, VIRGINIA
GENERAL NOTES
1. The property delineated on this plan is Located adjacent to US Route 50 in the Gainesboro Magisterial
District in the County of Frederick, Virginia. The owner proposes to construct 9,400 square foot building
to provide space for steel fabrication operations. The site presently contains two shop buildings, an
office trailer, and an office building.
2. Owner/Developer:
D-K Erectors & Maintenance, Inc.
4530 Northwestern Pike
Winchester, Virginia 22603 Telephone: (540) 877-2209
3. Engineer/Landscape Architect:
PAINTER-LEWIS, P,L.C. Contact: John Lewis
24 East .Piccadilly Street
Winchester, Virginia 22601 Telephone: (540) 722-9377
4. The proposed building will be constructed on a parcel of laud which contains an existing 1145 square
foot office building and two shop buildings with 2525 square feet and 3518 squarefeet. The parcel also
contains a 744 square foot office trailer. Both the office trailer and the 3518 square foot shop building
will be removed along with the construction of the proposed building The parcel Property Identification
Number is 40-((A))-94A. The property is curreiatly in the na.ine of David A. Kollar.
t from available records..
5. Boundary and existing feature information shown on these pious was taken o a a
Topographic information shown on these plans is based on U.S.G.S. datum and was fturuished by Ritchie
Surveys, Inc.
6. Site :Data:
Parcel Area: 10.0 acres
Zoning: M-2, Industrial General District
Use: Metal Fahricat oti, Equipment Maintenance
Setbacks:
Front Yard -Primary Highway: Required - 75' Provided - 380+
Rear Yard : Required - 25' Provided - 380'+
Side Yard: Required - 25'Provided - 140'+
Maxtiaurn Building Freight: Required - 60' Proposed 33'+/-
Maximum FAR: Allowed - t .0
Existing Total Floor Area = 7,632 SF = 0.0175
Proposed Total Floor Area = 12,770 SF = 0.0293
Minimum Landscape Area: Required - 15%
Existing Buildi ig/Pavernent Area = 93,832 +/- SF or 78% landscape area
Proposed Building/Pavement Area = 107,588 -+-/- SF or 75% latadscape area
7. Parking Requi.rernents:
Property Line Setback. Required - 5' Provided - 60'+
8. Parking Space Tabulation:
Industrial Use: Required - 3 per 4 employees - 18 employees require 14 spaces
Provided - 15 spaces
9. Buffering Requireinents:
The adjacent zoning is RA which requires a Category C buffer in instances where the adjacent land is
used for residential purposes. Currently, all adjacent land is vacant except for the parcel which borders
the northwestern property line. A full screen will be provide between the proposed building and the
northwestern property line.
Landscaping Required: 3$0 linear feet between parcels - 3 plants per 10 feet = 114 plants
Landscaping Provided: 57 White Pine, .29 Doublefile Viburnum, 28 Venial Witchhazet
to. Significant environmental features include Flood Bouutadary and rloodway according to FIRM
Corninunity Panel No. 510063 010013. The southeastern portion of the site contains approximately 2.8
acres of woodland area and slopes greater than 15%.
11. "Trash is stored in a metal dom seer which data be inaved around the site as necessary to facilitate
operations. No permwient trash storage area is planned for the site. Trash removal is contracted by the
owner.
CONSTRUC'110N NOTES .
1: The existing utilities shown on these plates are based on available itzforriiation. The CONTRACTOR
shall be responsible for determining the exact location of all utilities before commencing work acid for
any damages which occur by the failure to locate acid preserve these utilities. If the CON -TRACTOR
should encounter utilities oilier than those shown oil these p1mis, the CONTRACTOR shall immediately
notify the engineer and take the necessary and proper steps to protect the rfacility and assure file
contitauance of service.
2. The CONTRACTOR shall have, approved construction drawings prior to the start of construction. At
least one copy of approved plans and revisions shill be kept ors -site at ill times..
3. Cut and fill slopes shall not to exceed 2`horizontal to t-vertical. unless otherwise called for oil the plans,
4, Controlled Fills:
A. Controlled compaction shall occur in all fill sections .for pavement, trenches for utilities and in
other areas its designated on the plans.
B. Controlled felts shall be compacted to 99% density as determined by methods per stmidard proctor
ASTM; :D 608. Density shall be verified by a qualified soils engineer.
d C. Controlled fills shall be compacted in 8 inch li:fls (loose thicktress). to the specified density,
beginning from the existing ground surface, unless otherwise approved in writing by a qualified
soils engineer.
U. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and
stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the
same density as the controlled fill to be placed thereon.
B. Fill material shalt be taken from approved borrow areas, it shall be clean soil, free of toots, woody
vegetation, oversized' stones; rocks, sandy soil, or other objectionable material.
5. Blastitrg is not permitted within 25 feet of existing utilities without owner permission.
6. Pavement materials called for an the plains gofer to standard VDOT designations.
7. All radii indicate edge of gravel, edge of pavement or face of curb as applicable.
8. All construction and materials proposed for the public right of way shall conform to VDOT standards
aattl specifi�ataotas.
9. Fire'lanes shall be delineated, 3,4irected by the Frederick County Fire Marshal.
10. The CONTRACTOR shall. obtain pertmission from adjoining property owners prier to conducting any off
site coatsstruction activities.
It. -The CONTRACTO:I(-shall coordinate the relocation and abandonment of any existing utilities with the
appropriate utility company ud/or dealt% Departmaent as necessary.
11 All s tart' sewer and water supply e0 istructio i shall conform to the curreut standards of the Virginia
DepartO)e t of Health
13. t ,,@rr service will be provided by all extensioaa of the existing well line. Sanitary sewer service will be
provided'by an extension of the existing septic line.
SILTATION AND EROSION' CONTROL NOTES
1. Erosion control practices shall, cotiforrii to the requirements of the Virginia .Erosion and Sedirnetlt control
:HmAdbook.
2. 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.
� - E' E TOO ' S & AINTENANCE, INC.
3. The contractor shall provide adequate paeans of cleaning trucks and/or other equipment prior to entering
the public right-of-way. It is the contractor's responsibility to clean the streets, allay dust and take
whatever measures necessary to insure that public roads are maintained in a clean and dust -free
condition at all times.
4. The contractor shall perform overlot grading to provide positive drainage and preclude potiding of water.
All off site grading and construction is to be done with the property owner's consent.
5. The contractor shall stabilize all denuded land within 7 days after the end of construction. Embankment
or excavated slopes denuded for a period of greater tlian 14 days shall be temporarily seeded mad
tt
mulched. Cut and fill slopes shall be graded at a maximum of 2 horizontal to t vertical unless otherwise
specified on the plans.
6. Erosion control devices shall be inspected daily and damaged devices shall be repaired by the close of
the day.
7. The contractor shall establish vegetation on ill 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 litnestone(1401b/1000sf).
SEED TYPE RATE MIN, PURITY(%) MIN. Cr:FRM.(!Q
Tall fescue 60.lb.ac 97 85
Red clover 8 lb/ac 95 65
Ladino clover 8 lb/ac 95 65
Annual ryegrass 12 lb/ac 98 85
Mulch: 1.5 toti/ac small grain straw
Fertilizer: 1000 lb/ac 10-10-10
SEQUENCE OF CONSTRUCTION
I . establish construction entrance(if required)
2. establish perimeter controls as required
3. clear and. grub site
4. strip, stockpile and stabilize top soil
5. perform rough grading
6. construct drainage controls
7. begin facilities construction
8. perform final grading and site stabilization
8. The Contractor shall obtain a Land Disturbance Permit from the Frederick County Public Works
Department prior to initiating any site work.
Storm Water Management Considerations
The construction of the proposed building will result in approximately 7,000 SF of additional impervious area on
the site. Any increase in peak storm water runcoff rates will be accommodated by flue existing floodway associated
with Hogue Creek. The building will be constructed at an elevation of 68�'+/-. The water surface elevation of the
100 year flood is approximately 675 at the proposed building.
LANDSCAPE NOTES
ule i
I. Arrange plants called for in the plant schedn general conforimity to the layout shown on the plans.
2. Confirm the ,locations of any utilities above or below ground prior to commencing work. Contact the
Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on
the plan.
a , $ " shown oia file Inuit list with totals indicated on. the plan. Contact the Landscape
3. Verify thew;; lstaes p nit .ricer to the Owner at time of bidding,
Architect eta ;ii tpJt tt l t#.5crepancies exist. Supply u p
4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a
tog each h plant species and a list of the plant suppliers. Where any requirements are omitted from
the Plant List, use plants which meet the normal requirements for the variety according to the American
Association of Nurserymen.
5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall
have adequate root systerns.
6. Sizes specified in the Plant. List are minimum sizes against which the plants will be judged. Failure to
meet minuxaum size on any plant will result in rejection of that plant,
7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown
on the plan. All mulched beds shall be curvilinear iii. shape following (lie contour of the plant mass.
Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub
bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage.
8. Locate trees a mini:mum of 3 feet from walls or walks, if possible.
9. Stake and guy all trees according With standard practice and/or the suppliers recommendations., At a
minimum, all deciduous trees shall be doubte-guyed with 42" Hardwood stakes driven firmly into the
gromid. Secure tree to stakes with #9 galvanized wire grays with rubber hose connections. Stakes shall be
2" x 2" x 42".
to. Use shredded hardwood bark mulch in all planting beds.
it. Remove all tags , twine and containers from installed plants. Roll back burlap one third on all B&B
plants.
12. Plant substitutions are permitted Nvith consent from the Landscape Architect.
13, Prepare the sot in all bedding areas by mixing into the top six inches of soil orne cubic yard of manure,
peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove in:y turf., weeds or other
vegetation completely prior to installation.
14. Plaint all materials in their appropriate season. The Contractor shall guarantee all pliant materials and
workmanship for a period of one year from time of installation.
ASSY.
ASSEMBLY
BF
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BSBD.
BASEBOARD
C&G
CURB & GUTTER
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
EOP
EDGE OF PAVEMENT
FF
FIRST FLOOR
F.C.
FIRE CONNECTION
FG
FACE OF GUTTER
Ga.
GAUGE
GV
GATE VALVE
HCR
HANDICAP RAMP
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
MPD
MULTi-PRODUCT DISPENSER
MH
MANHOLE
NDC
NOSE DOWN CURB
NTS
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PL
PROPERTY LINE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RED.
REDUCER
R.O.
ROCK OUTCROP
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED
TB
THRUST BLOCK
TEL.
TELEPHONE
TC
TOP OF CURB
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC
WL
WATERLINE
WM
WATER METER
5'R RADIUS IN FEET
/ 4"r
1
0
} r I
II(( 1
VICINITY MAP
HAYFIELD, VA 7.5' QUAD 1" = 2000'
24 East Piccadilly Street
Winchester,
Virginia 22601
Telephone
(540)722-9377
Telephone
(540)662-1565
Facsimile
(540)662-1861
JOB NO.: 9602022
DATE: 20MAR96
SHEET:
. 1 /2
AT EXISTING FENCE
20 PARKING WINCHESTER &WESTERN
SPACES O
9' X 18'
_ INSTALL STRIPING _ _ _ _ _ _
1 — — — AND 6' WHEEL N5X l8'41 "E J4J.. OJ \
•— -� STOPSSAS AS SHOWN —
1 40-A-94D O EX. FENCE \
ROGER B. FLETCHER _ ` „��-'"
P.O. BOX 173 _- \
A WHITE POST, VA 22663 `
I ZONING: RA 25' BUILDING SEIL?4CK
� � _--
USE: RESIDENTIAL `/ I \ \ z
1 R = 930.595' / \ \ IX. AC MPA 14" \ '\, I \ \ m in
40 0 40 1�D �' _
ARC = 68.E 49' - \ 0 J tr
1 ��`---. --" 0
CM N.36'4755"E 574. 07 i ' ' _ \ \ \ \ �} w LAJ
3
U �
0 0 \ \ 75' /N.4C77VF BUFFER - I 0
cGle 1 *0*- 4
.0 ft �EX. STONE DRIVE / O - -
INSTALL FENCE 1 +/-
I I INSIDE PROPERTY LINE i / / O •• — — — 40-A-94B
' BEGIN BOARD
PO FN/ / / ((� -��� ZONING: M-2
v � DAVID A. KOLLAR
' X. LE 25' AC77VE BUFFER
USE: VACANT �o n
/ / / / \ EX. STONE DRIVE / PS \ �. v, O) a'
L
(0 1
IX. DRIVE 5 PARKING 0 / , MU \ 0 \ MU \ I o ^ N
SPACES O
�/
9' X_ 1� O / / EXISTI \ \ \ I v
/ INSTALL STRI G % %p c� . r N to
I / / AND 6' CONC. HEEL ✓ TILE �O
OAF' STOPS SHO N / / / OPOSED \ \ \ /00 \
(' I
40-A-110 I O `r FIELD IX PTIC TANK 52' 4 3.00 � \
JOHN S. ROTZ 36' P / / �0 \Q
1665 MERRIMANS LANE ' / Q� � / / DIST 0 \
WINCHESTER VA 22602 I / IX. TREES �/ �o EXABANDONED E
ZONING: RA / •I / / so' PROPOSED 1—STY MTE BLDG.
USE: RESIDENTIAL LEG. METER i \ I (,'
o 9400 SF H=33' PRO OSED-
O� I / EX. 40' LlGt<,POLE GRAVEL ACCESS C SIGN \ CON . PAD
A I SWITCH / ' FF = 686.2 �'/-
/VJ ' BOXES E — — — — — P. POP. 42USE: SHOP
I/ i N - _ - AD RETAINING WALL 202' 00
I P. # 64477 / 15' \ \ \ Z
Q .I, EX. STONE// // 6 ° ------- - - o
G / DRIV / EXISTING IX. 1-STY METAL - - - _.-.j 14.6' _ cmv �� --�� ` EROSION & SEDIMENT CONTROL -)(EX `` q
31' FF = ran .0+/- r ' 0
HEIGHT: 22' 41.1 ° p EX. 1 ST1` MR4ME�LDG.—
TILL USE: SHOP ° FF = 690.2+/—
/ /� / � � / / / � �' 2525 SF HEIGHT: 22'FIELD
6' . SHED 30.7
32
TO BE REMOVED X. SEPTIC HC ACCESSIBLE SPACE
`
IST. BOXY TANK—TO
�_ 18,TALL X 16,
REMOVED— — — — IINTS 6' CONC. WHEEL
4 SPAESING O �/STONE —_— --- � — _ __IX. STONE
0 • 9' X 18'
, .02 TEMPORARY STONE
. QNSTRUCTION
(',E ............................
E E
,05 SILT FENCE
�
TX Xr-T \
__113S�ERMANENT, EDiNG
pg
3.3�5 WJQCHING
MU
a.
NW
W V'I
0
w CL
tJ 0
INSTALL PING _ \ \\ ` O
AND 6' CONC. HEEL JNE a _ Z
STORAGE AREA
0f STOPS AS OWN ct
J I / PRIME AND DOUBLE S ALL PARKING AREAS �- _______. -■-- -"- — �� ��_
EX. STO EX. CHAIN LINK FENCE ■� _,--- -* _ �- -�
IX. DIRT ROAD
-- - `
/ I EX. WELL 0 TEMPORARY LOCATION t�_�• "`-- �- \ `s.1O��W \2 �� V
OF PORTABLE DUMPSTER
1 C) ' 2 / -' i / 40-7-3 Lid Z
DONALD L. BAUGHMAN
/ C.i
" J / P.O. BOX 446 Z (�
EX. LOG BLDG.
/ USE: OFFICE DIRT ROAD--- /�_ - - DENSE TREES / /, STEPHENS CITY, VA 22655 HANDICAP SIGN DETAIL Z �= j
J � �� 40 A 94A � ZONING: RA NOT TO SCALE W
NOTE; H' w
/ 1145 SF / /OD DAVID A. KOLLAR / / USE: VACANT N
O ' / � ZONING: M-2 /, ALL CONSTRUCTION SHALL CONFORM TO ADA Z '�
S � USE: INDUSTRIAL SERVICES/STEEL FABRICATION / ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. Z
b af I / / / SIGN MAY BE PLACED ON BUILDING.
U I �► O 9'PX 18'(EXISTING) / �NG SPACES/ SIGN 1 Cw 0
RESVED0 CU
EX. ASPHALT OAY ORNE /S AN UNDEFINED, / / / P ®�--12' x 18' STD. C0
PRNA7E ACCESS RIGHT—OF—WAY
Y
—12' x 6" STD o ? U
40-7-2 Q ccn:2� �.� l �' /� DOUGLAS B. & MINTA M. HARDMAN `U C.7 Q
OP
h / T�/ / / P.O. BOX 746
RO SIGN ` vAN STD. U-CHANNEL POST W
I STEPHENS CITY, VA 22655 ACCELE W
U X. TW N
U 61'-18�0 CP -'� / SDK / / USE: I VACANT ` 5 " LL
"o G W
EXTEND IX. CULVERTS IX. NTRANCE / 5' / ]L
4TO PROPOSED DITCHLINE PROP0
INSTALL 30'-18"0 RCP
O 0.57G SLOPE ' / n� . GROUND d
NEW INVERT IN = 679.10 25,R E TEL. / �2GS` �` 3
.01
9 � ..� / 520!5 IL
� o�
I 1+0p PLANT LIST
roo
hl /
W I I o-
0 P.P.# 16728 / �r
SYMBOL
QUAN
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
28
Hamamelis vemalls
Vernal Witchhozel
4'
B&B
,0
10, Cc TYP.
57
Pinus strobus
White Pine
4-6'
B&B
10, CC TYP.
29
Viburnum plicatum tomentosum
Doubleflle Viburnum
4'
B&B
10' CC TYP.
O r
U-)
EXTRA STRENGTH
N
0
00
NEEDED WITHOUT WIREERMESHRICH SUPPORT
N
N
N
>,CNCOcO
STEEL OR
WOOD POST
— ----"�
—_ r-
0) O
(0
O
(0
0
l 3 /000
40-7-5 —�-� 0
RALPH S. & CAROLYN P. GREGORY / � If) �
�. hl �li- / WI101 NCHESTER, RA AC 2 PROPOSED FENCE DETAIL �
I ZONING: RA NOT TO SCALE / �n� v 0 0 E
USE: VACANT ---- __- i� I� N -C -C
. 2+00 Z
I I /
a I STREAM INTERSECTION zg
z
0
m
/ (N
I FULL WIDTH
I / RR SIGN Z 0 TURN LANE SECTION
NOT TO SCALE
U ,O 1�
a I 3+0p i
Q 4r rx rwti`---- --ir nuev
10 FT MAX SPACING WITH U N (D U
WIRE SUPPORT FENCE — — 0
1 T� 6 FT MAX SPACING WM40UT ,C LL
WIRE SUPPORT FENCE Q N 31 F" F-
2x4 TOP RAIL - --
BOARD,
FR--� -_
FRONT &BACK .� v
TOE NAIL EA. 1 x6 Q W/2-8d(EA. RAIL) I PONDING HT. PONDING HT.
2x4 MID RAIL
STEEL OR FILTER FABRIC
5. 9- WQQOD POST ATTACH SECURELY
36" HIGH MAX TO UPSTREAM
SIDE OF POST. �p1,TH OF D
Rom_ UNOFF RUNOFF cc���MAX�
(RECOMMENDED)
8'-4x4 POST O 8' CC I _ STORAGE HT.No. 21621
i p
JOHN C. ENS
2x4 BOT. RAIL_
ATTACH RAILS TO POST I 12' MIN 1 I I I-1_I 12' MIN.
I / CROSS SLOPE = 1/2": 1' •. - I +ti
/ PROP. GRADE W/3-10d(EA. RAIL) �� �
BWi4�CKFILLMPACTED + !� GRAVEL Ssl ONAL
' RT 50
SIGN •, a....... •:.•:
RELOCATE SIGNS AS REQ'D 2" SM-2A ''` ': `•:°`"`~ : �1 1 I I I
I of 6" BM-2 I I „-,• , I - , _i I L- I Fly
12" DIA. POST HOLE, - - I 3r STANDARD DETAIL ALTERNATE DETAIL DATE: SURVEY:
8" 21—B I.: FILL W/GONG. I! TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 20MAR96 RITCHIE
INSTALL 2 DITCH /•
COMPACTED SUBGRADE ---- BELOW STREAM INTERSECTION NOTES: NOTE: SCALE: DRAWN:
" =
ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE N0. 2. 1. INSPECT AND REPAIR FENCE AFTER EACH 1 40' JCL
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. STORM EVENT AND REMOVE SEDIMENT WHEN
FINISHED SIDE TO FACE ADJACENT PROPERTY. NECESSARY. C. I.:
WHERE FENCE IS LOCATED ON PROPOSED RETAINING TO AN2. REMOVED AREA THAT WILSHALL BE L NOT CONTRIBUTE POSITED 2'
4f0p WALL, USE 3" DIA. STEEL POSTS & ATTACH TO WALL WITH SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
PL 1/2"x8"x8" AND 4-3/4" DIA. x 6' HILTI BOLTS. STABILIZED. SILT FENCE JOB NO.: SHEET:
I / 3. SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 9602022 2/2
1
I