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GENERAL NOTES
VDOT GENERAL NOTES
LECEND
VICINITY MAP
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EXISTING INTERMEDIATE CONTOURLU
33
SCALE: l" = 1000'
1.
Methods and materials used in the construction of the Improvements herein shall conform to the current
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All work on this project shall conform to the latest editions of the Virginia Department of
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EXISTING INDEX CONTOUR
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City construction standards and specifications and/or current vDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
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2.
Measures to and siltation, including detention serving as silt basins during construction,
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
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control erosion ponds
development The these to
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF'AVEMENT _
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must be provided prior to issuance of the site permit. approval of plans no way
plans, the most stringent shall govern.
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
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Control Handbook
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER---.--------x-�-
--- - - -=-
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
PROP CMG-�
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(VDOT) and the City of Winchester prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
be in accordance with the current edition of VDOT's work area manual.
CG-b
TRANSITION TO
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CD -4shall
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required under State law.
protection
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
FROM CG-6 CG-6R
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5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE --------
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to
with the Developer, City Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
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EXISTING STORM SEWER ==�
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responsible for providing guardrail and sued ditches as determined b this joint Inspection." Refer to
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be subject to change as deemed necessary by VDOT.
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virginta Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
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V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
EXISTING SANITARY SEWER
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representative of the developer must be available at all times.
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Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required b the local VDOT Residenc Office, a re construction conference must be
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held by the developer the
PROPOSED SANITARY SEWER
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Control Devices (MUTCD).
arranged and engineer and/or with attendance of the
EXISTING ELECTRIC SERVICE-
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROJECT INFORMATION
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
EXISTING GAS LINE -------- ------
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
on the plans and as required at the field Inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
STREET ADDRESS: .188 BROOKCE ROAD
in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02.
FLOW LINE
-
WINCHESTER, VA 22603
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
be minimum 6" diameter and conform to VDOT standard SB-I.
through construction.
FENCELINE --# --------
- ---
MAGISTERIAL DISTRICT .STONEWALL
12.
Construction debris shall be containerized in accordance with the virginta Litter Control Actt no leas than
EXISTING POWER POLE
()
PARCEL IDENTIFICATION NO. .54-((4))-4A & 3
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
LOT AREA .16.927 AC
and at the end of construction.
EXISTING TELEPHONE POLE
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DISTURBED AREA 144 S.F.
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
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
CURRENT ZONING M1
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
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PROPOSED WATERLINE W/ TEE
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CURRENT USE MANUFACTURING & WAREHOUSE
condition at all times.
PROPOSED USE MANUFACTURING & WAREHOUSE
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14.
• Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediate) brought to the attention of the engineer and VDOT. Work shall cease in that
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SETBACKS - BUILDING: FRONT: 75'
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sheets, and connections to existing Imes.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
SIDE: 25,'
REAR: 25
15.
All sanitary sewers and water mains and appurtenances shall be constructed to accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
standards and specifications of the City of Winchester and/or the City of Winchester Public Utilities-
prior to placement of fill.
EXISTING REDUCER
BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 9.5'
16,
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall
PROPOSED REDUCER
SIGNS: PROPOSED
contractors responalbillty to verify the exact horizontal and vertical location of all existing utilities as needed
be compacted in 6" lifts to 95� of theoretical maximum density as determined by
STOP SIGN
�
.NONE
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
utility verification and the proposed construction.
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
VEHICLES PER DAY COUNT
100
OUTDOOR LIGHTING: .NONE PROPOSED
1-1.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
PROPOSED STREET NAME SIGN
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result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PROPOSED SANITARY LATERAL CLEANOUt
IS.
When grading to proposed within easements of utilities, letters of permission from all involved companies
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final VDOT approval.
12
PARKING CALCULATIONS
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must be provided to the City or Winchester Public Utilities prior to issuance of grading and/or site
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
REQUIRED PARKING
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development permits.
and further where determined necessary by VDOT Inspector.
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER O
OFFICE = 1 PER 250 S.F.
MANUFACTURING = 3 PER 4 EMPLOYEES
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
WAREHOUSE = 1 PER EMPLOYEE
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shall meet VDOT minimum design standards and is the developers responsibility.
EASEMENT LINE
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
FACTFICE AREA = 3 S.S. = 149 SPACES REQ.mi
in accordance with state law. In the event ravesitt.es are discovered during construction, the owner and
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V16.
If required b the local VDOT Residency Office, copies of all invoices for materials within
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CENTERLINE
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MAr,!FACTURING = 280 EMPLOYEES = 210 SPACES REQ.
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engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
120
WAREHOUSE = 16 EMPLOYEES = 16 SPACES REQ.
acceptance of work. Unlit and total prices may be obscured.
EXISTING SPOT ELEVATION
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21.
The contractor is to veriF field conditions prior to and during construction and notify Greenway Engineering
-
TOTAL SPACES REQ. - 375
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
115 3
TOTAL H/C SPACES REQ = i!8
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22.
Controlled rills shall be compacted to S5io of maximum density as determined by method "A" per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
EXISTING TREE DRIP LINE �_
,,,�� tip- -�- •_=
TOTAL EXIST SPACES = 512:
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proctor AASWTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
TOTAL H/C SPACES = 4 (VAN ACCESSIBLE)
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professional engineer and results submitted to the City of Winchester prior to pavement construction. If a
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TOTAL SPACES LOST TO NEW CONSTRUCTION = 6
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geotechnical report has been prepared, it should supersede the requirements in this note.
EXISTING TREE 't. `''S
' tires
15" OAK �� 15" PINE
EXIST SPACES REMAINING = 5t06
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23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
O'er
C SPACES = 4
PROP H TOTAL H/C SPACES = 8
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CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
the and operators underground utility Imes
PROPOSED TREE
EXISTING VISTOR SPACES = 10 + 1 H/C
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7
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of excavation or demolition. Names and telephone numbers of
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in the City of Winchester appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12)
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DENOTES LOCATION OF STD VOOT
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CG-12 AND/OR JMSDICT04AL
STANDARD RAMP CONSTRucTION
F.A.R. CALCULATIONS
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THIS REVISION
WILL NOT
PARKING INDICATOR
INDICATES THE Nlir15ER TYPICAL SPACES
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OF PARKING
LOT AREA = 16,9268 AC. OR 737,331 S.F.
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AFFECT TRIP
GENERA
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EX. BUILDING = 213,200 S.F.
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PROP. BUILDING = 144 S.F..
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TOTAL = 213,344 S.F.
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Fly CONSTRUCTION TION NOTES
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213,344/737,331 = 0.29 (F.A..R.)
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Water/Sewer: Department of Public Utilities
1.
Water and sewer lines are to be constructed in accordance with these plans. The lines
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City of Winchester
shall additionally meet all requirements of the Frederick County Sanitation Authority.
.,. • i-._ 7- 3,0-qT
P.O. Box 15
3�- `)�
Winchester, VA. 22604
2.
The contractor shall coordinate with, and arrange for inspection by the Authority.
1540) 661-1815
3.
Exact locations of water and sewer services on new lines are to be coordinated with the
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SHEET INDEX
SEAL
SE1iL
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COC®YER SHEET
Phone: Bell -Atlantic
Authorit s inspector.
P.O. Box 11398
Baltimore, MD 21291
4.
The Sanitation Authority maintenance department is responsible for the installation of
Project Name.
L/ Y ® NORTH AMER/C.A
(301) g54-6202 MISS UTILITY I-WO-251-1111
water meters. Before a permanent meter is set, they require; 1) the frame and cover to/
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be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to
Oiixier: Address, Including Zip Code t Telephone
No.
Power: Allegheny Power
the final grade of the lot; 3) the distance between the top of the cover and the yoke bar
P.O. Box 145&
between 18 and 21 inches; and 4) all components of the meter box assembly to be in
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/66 13ROOKE ROAD
Hagerstown, MD 21141
proper working order. It is the developer's/contractor's responsibility to have the meter
Y0.0. NORTH AMERICA,.. L.L.G. VVINCHESTER, VIROINiA 22603
1-WO-654-3311
box assembly installed correctly.
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(540) 676-2077
Gas: Shenandoah Gas Co.
5.
The Sanitation Authority shall install all water and sewer services that connect to existing
U ARK D. SMITH 9
Developer: Address, Including Zip Code t Telephone No.
P.O. Box 2400
Winchester, VA 22604
lines. The location of the tap and the termination point of the lateral are to be
coordinated with the Authority's assistant engineer. An applicaton for services must be
No.022837
SAME AS ABOVE
(540) 869-I111
made and fees paid.
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Engi►>eer Certifying Plan: Address, Including Zip Code t Telephone No.
`SIDNAL
6.
The Sanitation Authority shall tap all existing water lines. They will furnish the materials
for and make the tap. The contractor must make application for and pay the cost of
151 WINDY HILL LANE
this work.
6REENkIA 1' EN61 NEERI NC_ WiNCHESTER, VA 22602
(540) 662-4165
7.
The contractor shall tie-in a new line to an existing manhole by core drilling the manhole.
PROFESSIONAL SEAL E SIGNATURE
8.
A double check valve backflow prevention assembly is to be installed on any line (fire or
DATE:
01-01-9g
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
,4PPRoV,4L
or 1013. If the assembly is mounted inside a building, a remote readout is required.
THESE PLANS ARE IN CONFORMANCE WITH
CITY OF WINCHESTER STANDARDS AND
� �``-� �
SCALE: AS NOTED
DESIGNED BY:
ORDINANCES. ANY DEVIATION OR CHANGE
_
IN THESE PLANS SMALL BE APPROVED BY .
ZONING ADMINISTRATOR DATE
THE DIRECTOR OF PLANNING PRIOR TO
ACS/CAS
CONSTRUCTION.
FILE NO, 2311
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
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A«00,0IA/CE ~nowTiVE /v/.CB/.v/w
E.COJ/axl .?EOl.wEA/r CoAogp^:t A/.I/.Gf 0~,C.
- _ Per
s
` xclay Q
OR
•• ' INTE
". R. CA L CUL A Tl DNS
ARE,4 SITE' C. 05B ACAF-5
E.e'/ST B U/L D IA16 G 4e .9 �
p9oR BLOG�
7W,41- 6ZD4. 4REA 75.f -/Cow.
P,QOP ,r,4• R. _ /. GD -= G. 75,5 - O. Z3
FA /? ALL owE'p 0
AME/VrDeO SI TZ' PLAN
VDO
OR/41AUL 517E PLAA/ "M 044-646
JTOA16WAG 6 D/-5reiC2"
, O61
Y/,e G /Xv1,4
,5C44 & : /4'-40
DCCE"M,B E,e Zr 19458
,PEv/SE1� : '0EC . 8 /988
061C.lee, 1580L/ro/oJ Z 2 "
Greenway Engineering & Surveying Co., Inc.
"2 0 F
%t
1
71 F63a
F.F. _
13.00
712.6
PARKLINE, INC. PRE—MFG. BLDG.
12',<12' — 144 _30. FT.
USE: AUTO FUEL PUMP TESTING
CLA53 Ill FUEL STORAGE MAX. 20 GAL.
EX 1 iAN0r`AC T! 'P 1 Nt_7 E- Ul L O Nr:
F.F, = 713.00
712,6+ t x 71�«a�sw w�ner.� ..r�..r. i ..ro.,.• . ,�r� .vaw.s�o. awowr ,mom yr .o-
y F-N
IIN
73
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E .6 P RKING !`lam / `�•..
I— —
6 St_o�E
5 I $ f
2 ti
PARKLINE, INC.
P.O. Box 65 III
IIIII Winfield. WV 25213 -
1
SMALL INDUSTRIAL BUILDING
Parkline Order Number : 90367
Customer : VDO
12'- 0'' wide x 121- 0'' Long x 9'- 6 '' High - Type S2
Colors : ?? Walls, ?? Trim, GL Roof
Live Load: 40 PSF. Wind Load : 90 MPH
Customer Ref :
990367-1 FLOOR PLAN
990367-2 ROOF PLAN
990367-3 BASE CHANNEL & ANCHOR LAYOUT
990367-4 WALL ELEVATIONS
CLR-CHT COLOR CHART
A- RWP ROOF AND WALL PANEL DESIGN
A- FDN BUILDING FOUNDATION
A- BS SINGLE SLOPE BUILDINGS
A- DS DOOR HARDWARE SCHEDULE
A- DL HOLLOW METAL DOOR LEAF
A- DH HOLLOW METAL DOOR HARDWARE
A- DF HOLLOW METAL DOOR DETAILS
APPROVAL DP..4 iV1.VG PACIL4GE
PLEASE REVIEW AND 1'EP.1FY ALL DIMENSIONS
ON FLOOR, PLAN, ELETAT10NS. AND ROOF PLAN
AND RETURN THOSE DFAP7.VGS 1YITH ANY
CORRECTIONS VAPKED LN' FED
1C -0 2QO:U[7: Si:'.G ::NS7n %; IvcG_YE:. G4.4 :S :::5_-_ _ ..onGC '117G7
V ELEUP71 ON 'A' D-1 - 3' x 7' DOOR
k S i( NI- 1 - 1(o X 12 IN7AKE LOUIEr2
--
it VL'DDF Py,NAu<T G-AN
/� `� 7 R P 4 v 4' EXPLo.S,oN QEI f E r 1 ANFI.
w.., w
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tf
IS
1 _
i� ELEVATION 'C'
ELEVATION 'B'
1 12'e"
1
ELEVATION 'D'
_ PARKLINE INC,
W a l l Elevation a
for UDO
Date: 8 Jun 1999
DRAWING NO, 9 9 0 3 6 7- 4
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Tur. ER TR"n
D
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B
8% 0"
D
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B U3
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S.F'. OF P221iM LINER FOR WALL AND CEILING W/
FURIRING CHANNEL, CEILING SUPPORTS, 3" Uj C\2
FRICTION FIT FOR WALL AND 3" FRICTION FIT O li)
FOR'. CEILING CC�2 CC)
LOT' EiECTRICAI. TO INCLUDE: I
m 2 EXPLOSION PROOF LIGHTS ¢ CD �
ID 1 1 - SWI'TCH
N CD C\2
N 1 - CIRCUIT PANEL BOARD (EXTERIOR WEATHERPROOF; >�
1 -' ALA R.M
9 -' EX?LCSION ?ROOFCV
F.ECEPT=GEES
ZX?PLOSION =ROOF :i_ATZR Y:%T E? :OST=.= t`-
3GV:35/2E449/4XC31/4X034
G O PPE F STPT tC BAR
EXP?LOSION PROOF AC LU 0 �
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SON DRY CHEMICALPfRE SUPPRESSION SYS=0
W/ IM_ANUAL AUDIBLE ALP.RM I
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IS Ga. 3'• Rig 1RvoF p,wEl_s
��cToRy Flmk1 i', 6011-VALUn'1E
PARKLINE INC,
Floor Plan
for UDO
Date: 8 Jun 1999
DRAWING NO. 990367-1
N
1
N
Ill Il
'v JIB JIB 7
N
N
PARKLINE INC.
' N DISREGUARD .ANCHOR t
m "
� SPACING SHOWN USE Roof Planm m J8 TEKrfor• UDO5 FAST. @ 8" C/C J8 �.
_ N Date: a Jun 1999
N m
NI DRAWING NO. 993367-2
m
i� JIB JIB v
• 6 4 I I 4 L6'1
3 3
11'-8 5/8"
111/16" 1 fl/16"
* - INDICATES FIELD CUTTING.
PARKLINE_INC.
Bane channel 8 Anchor Layout
for UD0
Date: 8 Jun 1999
DRAWING NO, 990367-3
SCALE: I" = 20'
0
H
H
a
ZAT ��Jj
V) 00
C"I�--'a
o ('N o
<
DATE: 07-01-99
SCALE: 1" = 20'
40 DESIGNED BY. CAS
R
JOB NO. 2311
SHEET 3 OF
sit
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6i
4i
m
GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
C9
M"
EXISTING INTERMEDIATE CONTOUR
33
_
SCALE: I 1000'
cc
10
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
3
W
UJ
a
r
city construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
r�
W
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
_Z Q
2.
Measures to control erosion and siltation, including detention ponds serving as slit basins during construction,
applicable. In the event of conflict between any of these standards specifications or
EXISTING EDGE OF PAVEMENT _����__
EX Et1' ���,�_.
A O
M
must be provided prior to issuance of the site development permit. The approval of these plans to no way
plans, the most stringent shall govern.
PROP E/P
CA O Q) (k
relieves the developer or his agent of the responsibilities contained to the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
O
T
Control Handbook
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER -.---.----.-
EX G4G
---.---_-__.__._ __.___ __
M 7C
M
Z
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
C8G
-13 _
W
(VDOT) and the City of Winchester prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
PROP
� Q) O�
o
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDOT's work area manual.
CG-6
0 CG-6R
d Qj¢
CD w
C\2
required under State law.
protection
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
TRANSITION FROM Cis-6 TO CG-6R
'�
1
`�
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January,
y, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE -------
----------__ _�---�______
70
q cc CO �
� ,�
with the Developer, Clty Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE t
t
°�;° 1 rn
(VDOT) to determine if and where !guard rail and/of paved ditches will be needed. The developer will be
9 p p
V4.
Design features relating to construction or to regulation, control and safety of traffic may
EXISTING STORM SEWER = -
15" c
EX, RG;
J�
Z
--4. �' o I
0
x to
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
R - _
_-- --- r
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�
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
p-
W
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V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
^
W
V4 w
6.
Ana roved set of plans and all applicable permits must be available at the construction site. Also, a
pp p pp p
land use permits for any work on VDOT right-of-way.
SITE
4 ,n
�P.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
B,2/C\� ��
�
1.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required b the local VDOT Residency Office, a re construction conference must be
q Y Y P
held by the developer the the
PROPOSED SANITARY SEWER
/�At ¢ �J
,�0� � ¢ ¢
!(,
H w
Control Devices (MUTCD).
arranged and engineer and/or with attendance of
EXISTING ELECTRIC SERVICE - - ---
--
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
S.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE rm
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
Q) 0
PROJECT INFORIYIA 'ION
S. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
EXISTING GAS LINE
E
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
STREET ADDRESS .188 BR'OOKE ROAD
in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02.
FLOW LINE
-•-
. VA 22603
WINCHE'STER
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
be minimum 6" diameter and conform to VOOT standard 5B-I.
through construction.
FENCELINE - ---
- - - - - - x- x
MAGISTERIAL DISTRICT STONEWIALL
12,
Construction debris shall be containerized In accordance with the Virginia Litter Control Actt no less than
EXISTING POWER POLE
PARCEL IDENTIFICATION NO. .54-((4;))-4A & 3
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
LOT AREA .16.927 AC
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
and at the end of construction.
EXISTING TELEPHONE POLE
`?
DISTURBED AREA .144 S.F.
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
CURRENT ZONING M1
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE
CURRENT USE MANUFACTURING &WAREHOUSE
condition at all times.
PROPOSED USE MANUFACTURING & WAREHOUSE
Q
14.
• Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
c�
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
SETBACKS - BUILDING: FRONT: .75'
>
sheets, and connections to existing Imes.
vicinity. until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
SIDE: 25'
REAR: 25'
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
standards and specifications of the City of Winchester and/or the City of Winchester Public Utilities_
prior to placement of fill.
EXISTING REDUCER
BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 9.5'
16.
The location of existing utilities shown in these plans are taken from existing records. it shall be the
V13.
All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall
PROPOSED REDUCER
SIGNS: PROPOSED
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
be compacted in 6" lifts to 95� of theoretical maximum density as determined by
STOP SIGN
v
.NONE
prior to construction. The contractor shall inform the engineer of any conFlicts arising from his existing
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
utility verification and the proposed construction.
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
VEHICLES PER DAY COUNT
I®®
OUTDOOR LIGHTING: .NONE PROPOSED
1-1.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
PROPOSED STREET NAME SIGN
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PROPOSED SANITARY LATERAL CLEANOUT
16.
When grading is proposed within easements of utilities, letters of permission from all involved companies
final VDOT approval.
12
PARKING CALCULATIONS
w
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must be provided to the Clt of Winchester Public Utilities prior to issuance of grading and/or site
p y p g g
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
REQUIRED PARKING
development permits.
and further where determined necessary by VDOT Inspector.
IS. The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER O
OFFICE = 1 PER 250 S.F.
MANUFACTURING = 3 PER 4 EMPLOYEES
project. The relocation should be done prior to construction.
V15.
The installation of an entrances and mailboxes within an dedicated street right-of-way
Y Y 9 Y
WAREHOUSE = 1 PER EMPLOYEE
shall meet VDOT minimum design standards and is the developer's responsibility.
20.
These plans identify the location of all known gravesites. Gravesttes shown on this plan will be protected
EASEMENT LINE
OFFICE AREA = 37,342 S.S. 149 SPACES REQ.
in accordance with state law. In the event ravesites are discovered during construction, the owner and
g 9
V16.
If required b the local VDOT Residency Office copies of all invoices for materials within
q Y Y � P
CENTERLINE
E
MANUFACTURING = 280 EMPLOYEES = 210 SPACES REQ.
engineer must be notified Immedlately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
12k�
WAREHOUSE = 16 EMPLOYEES = 16 SPACES REQ.
�
•
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
+
TOTAL SPACES REQ. = 375
4
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
3
T15-
TOTAL H/C SPACES REQ = 8
�
22.
Controlled fills shall be compacted to 551. of maximum density as determined by method "A" per standard
kit binstalled bthe developer t VDOT'discretion, VT
markings muse nsaey e eveoper or, as dscreon, by DOon an
EXISTING TREE DRIP LINE -�--_
h -°�� �� -^ -`~"-'
TOTAL EXIST SPACES = 512
O
E 4 Z
proctor AASHTO-TSS, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
TOTAL H/C SPACES = 4 (VAN ACCESSIBLE)
Z
Z4
professional engineer and results submitted to the City of Winchester prior to pavement construction. If a
;Y
`
���,�
TOTAL SPACES LOST TO NEW CONSiTRUCTION = 6
Z
Q
TRIP GENERATION DATA
geotechnica l report has been prepared, it should supersede the requirements in this note.
EXISTING TREE > t ;'S
15" OAK 15" PINE
f�
EXIST SPACES REMAINING = 506
Q
,_,
Ew-+ `J
,�
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
OAK
PROP H/C SPACES = 4
10., �D
E
Q
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Imes
PROPOSED TREE
TOTAL H/C SPACES = 8
EXISTING VISTOR SPACES = 10 + 1 H/C
04
of excavation or demolition. Names and telephone numbers of the and operators underground utility
be in
Q2
W Z
E� Z
In the City of Winchester appear below. These numbers shall also used to serve an emergency condition.
HANDICAP RAMP (CG-12)
Aa
W
�_ �:)
DENOTES LOCATION OF STD VDOT
0
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
F.A.R. CALCULATIONS
O
Q
W �
Q' U
(�
THIS REVISION
WILL NOT
PARKING INDICATOR
INDICATES TI$ NUMBER OF TYPICAL PAWING SPACES
/12 z;
�n o
�
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LOT AREA = 16,9268 AC. OR 737,331 S.F.
U
�
AFFECT TRIP
GENERAT
ON
w a
�
EX. BUILDING = 213,200 S.F.
04
Q
®
PROP. BUILDING = 144 S.F.
Z
W W
Z
TOTAL = 213,344 S.F.
O
FCSA CONSTRUCTION NOTES
a
213,344/737,331 = 0.29 (F.A.R.)
E
0
Water/Sewer: Department of Public Utilities
1.
Water and sewer lines are to be constructed in accordance with these plans. The lines
A ° °,:r'�j'E_D
0
City of Winchester
shall additionally meet all requirements of the Frederick County Sanitation Authority.
_D/aT� ? O__ i'
P.O. Box 15�t�
3(� - i`i
Winchester, VA. 22604
2.
The contractor shall coordinate with, and arrange for inspection by the Authority.
(540) 661-1615
3.
Exact locations of water and sewer services on new lines are to be coordinated with the
SHEET INDEX
V
�r
SEAL
COVER SHEET
Phone: Bell -Atlantic
Authority's inspector.
1
P.O. Box 11398
Project Name:
Baltimore, MD 212131
4.
The Sanitation Authority maintenance department is responsible for the installation of
V.D.O. NORTH A �EIR/C L
L.L.C.
L C(301)
S54-6282 MISS UTILITY 1-WO-251-1111
water meters. Before a permanent meter is set, they require; 1) the frame and cover to/
be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to
Owner: Address, Including Zip Code t Telephone
No.
Power: Allegheny Power
the final grade of the lot; 3) the distance between the top of the cover and the yoke bar
P.O. Box 1458
between 18 and 21 inches; and 4) all components of the meter box assembly to be in
jr
l88 BROOKE ROAD
Hagerstown, MD 21141
proper working order. It is the developer's/contractor's responsibility to have the meter
V.D.O. NORTH AME 10A. L .L.G. WINCHESTER, VIR61NIA 22603
I-800-654-3311
box assembly installed correctly.
�,2
(540) 675-2077
Gas: Shenandoah Gas Co.
5.
The Sanitation Authority shall install all water and sewer services that connect to existing
L' ARK D. SMITH 9
Developer: Address, Including Zip Code t Telephone No.
P.O. Box 2400
Winchester, VA 22604
lines. The location of the tap and the termination point of the lateral are to be
coordinated with the Authority's assistant engineer. An applicaton for services must be
No.022837
O�
SAME AS AE30VE
(540) 869 1 I1
made and fees paid.
( ,�
Engineer Cert(Fying Plan: Address, Including Zip Code t Telephone No.
6. The Sanitation Authority shall tap all existing water lines. They will furnish the materials
`SjONAL
for and make the tap. The contractor must make application for and pay the cost of
151 WINDY HILL LANE
this work.
6REENPgA7" EN61 NEEzI N6 WINCHESTER, VA 22602
7.
The contractor shall tie-in a new line to an existing manhole by core drilling the manhole.
(540) 662-4185
8.
A double check valve backflow prevention assembly is to be installed on any line (fire or
PROFESSIONAL SEAL s SIGNATURE
DATE:
01-01-99
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
or 1013. If the assembly is mounted inside a building, remote is
THESE PLANS ARE IN CONFORMANCE WITH
,4i=PR0V,4L e
a readout required.
CITY OF WINCHESTER STANDARDS AND
�� -i 3 t Gi
SCALE:
AS
NOTED
ORDINANCES. ANY DEVIATION OR CHANGE
DESIGNED BY:
IN THESE PLANS SHALL BE APPROVED BY
ZONING ADir11NISTRATOR DATE
THE DIRECTOR OF PLANNING PRIOR TO
ACS/GAS
CONSTRUCTION.
PILE NO.
2311
• SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
SHEET
1 OF 3
PC@Ac�vuvcncw *am
Ww" r wat draw raw a to wftm . go Oi mw ftm
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to ~ CONC. /
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APPROVED
�OrE� • Mw aelabawor dM wewi..r.ru aN wimp 1w 1■*m*e by, tea Aaarwig%
/. ALC MA1'E�C/,IL.S
r[ AAAP 'C0AAS'ree1CT/O�t/ Rio.. of wM.. arl rwr wwiwr a� �w lip aw to v rooa/i�M.rii ry
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PARKLINE, INC.
P.O. Box 65
Winfield, WV 25213
SMALL INDUSTRIAL BUILDING
ParY_line Order Number : 90367
Customer : VDO,
12— 0' Wide x 12'- 0'' Long x 9— 6 '' High - Type S2
Colors ?? Walls, ?? Trim, GL Roof
Live Load : 40 PSF. Wind Load : 90 MPH
Customer Ref :
990367-1 FLOOR PLAN
990367-2 ROOF PLAN
990367-3 BASE CHANNEL & ANCHOR LAYOUT
990367-4 WALL ELEVATIONS
CLR-CHT COLOR CHART
A- RWP ROOF AND WALL PANEL DESIGN
A- FDN BUILDING FOUNDATION
A- BS SINGLE SLOPE BUILDINGS
A- DS DOOR HARDWARE SCHEDULE
A- DL HOLLOW METAL DOOR LEAF
A- DH HOLLOW METAL DOOR HARDWARE
A- DF HOLLOW METAL DOOR DETAILS
.4PPP.OI'4L DRAWING PACK4GE
PLEASE P.EVIET AND VERIFY ALL D1.11ENSIONS
ON FLOOR. PLA.V, ELEVATIONS. AND ROOF PLAN
AND P.ETUP..V THOSE DF-4WINGS WITH ANY
CORRECTIONS VAP.tiED IN RED
SUE '0 2402UC7C SE:',G-�NST-7 f'•ec_vr:. S :S -1 3_E-" :,ANGE �17--.:: •-_-.__
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Wall E I evat I one
for UDO
Date: 8 Jun 1999
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PARKLINE INC.
Floor Plan
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Date: 8 Jun 1999
DRAWING NO. 990367-1
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FURRING; CHANNEL, CEILING SUPPORTS, 3" Uj C\2
FRICTIO)N FIT FOR WALL AND 3" FRICTION FIT 0 LO
FOR CEI:LING C\2 Cb
LOT E=CTRIC.AL TO INCLUDE: Chi It
m 2 - EXP?LOSION PROOF LIGHTS a •� CQ CO
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CoiPPE P. STAZIC BAR .N O
EXPLOS_(ON PROOF AC ■ N O
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PARKLINEINC_
Saee channel _8 Anchor Layout
for UDO
Date: 8 Jun 1999
DRAWING NO. 990367-3
IS GA. 3' R16 IRooF pA,,4ELS
�ACTcRY FIMkNi—, (;ALVALumE
N
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PARKLINE INC.
Roof Plan
m for UDO
^� Data: 8 Jun 1999
DRAWING NO. 993367-2
to 10 o 20 44,
ii
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a
A
1 1A 4��
Ln 00 V
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DATE: 07-01-99
SCALE: 1" = 20'
DESIGNED BY: CAS
JOB NO. 2311
SHEET 3 0F