HomeMy WebLinkAbout68-04 Shenandoah Bldg. Systems - Industrial - Stonewall - BackfileCONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with Z' Am"I\j Q
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authorit and the contract documents. 0 0
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utilityhe contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall" 1-800-552-7001.
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be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
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4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
FREDREICK COUNTY SANITATION AUTHORITY
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com .
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA
approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the developer's/contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b The frame and cover shall be set to final grade.
c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 %" and 2" services, the Authority shall make the top and bring the piping to the property
line. The contractor shall furnish and install the meter vault assembly. The Authority will install
the meter.
e) The Authority will install all sewer laterals.
9. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard No. 1015 or 1013.
10. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047.
Radio read remotes are required.
VIRGINIA DEPARTMENT OF TRANSPORTATION
Vl. All work on this project shall conform to the current editions of and latest revisions to the
Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards,
the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern
V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and
Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and
Regulations.
V3. When working within VDOT right-of-way, all traffic control, wheother permanent or temporary,
shall be in accordance with the current edition of VDOT's Work Area Protection Manual.
Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of
the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc., owned by VOOT or private / public utility
companies. It is the sole responsibility of the developer to locate and identify utility facilities or
items that may be in conflict with the proposed construction activity. VDOT approval of these
plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work within VDOT right-of-way.
V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior
to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the
adjacent public roadway via a construction entrance that is constructed and maintained in
accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook.
Furthermore, access to other properties affected by this project shall be maintained through
construction. The Developer shall have, within the limits of the project, an employee certified by
the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment
Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at
conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes,
voids, caves, etc.) encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease
in that vicinity until an adequate design can be determined by the engineer and
approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved
by a VDOT representative prior to placement and fill. Where CBR testing is
required, a VDOT representative shall be present to insure the sample obtaines is
representative of the location. When soil samples are submitted to private
laboratories for testing, the samples shall be clearly identified and labeled as
belonging to a project to be accepted by VDOT and that testing shall be
performed in accordance with all applicable VDOT standards and procedures.
LOCAL UTILITIES
Frederick County Sanitation
Authority
P.O. Box 1877
Winchester, Virginia
22604
(540) 868-1061
P.Q.C. John Whitacre
Alleghany Power
3463 Valley Pike
Winchester, Virginia
22604
(540) 722-5852
P.O.C. Cindy Laing
Verizon
404 Hillandale Lane
Winchester, Virginia
22602
(540) 665-3156
P.O.C. Larry Willingham
Adelphia Cable
1039 N. Frederick Pike
Winchester, Virginia
22601
(540) 667 0364
P.O.C. Dave Cesfske
Shenandoah Gas
P. 0. Box 2400
Winchester, Virginia
22604
(540) 869-1111
P.O.C. Tim Hackman
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer
trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum
density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent
agency in accordance with VDOT Road and Bridge Specifications. Certified copies
of test reports shall be submitted to VDOT daily, unless specified otherwise
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on
these plans and/or as specified by V'DOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-
of-way shall meet VDOT minimum design standards and is the responsibility of
the developer.
V17. Prior to VOOT acceptance of any streets, all required street signage and/or
pavement markings shall be installed by the developer or, at VDOT's discretion,
by VDOT on an account receivable basis following the Manual On Uniform
Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material
sources prior to the start of construction. Copies of all invoices for materials
utilized within any dedicated street right-of-way must be provided to the local
VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and
VTM-10. A certified compaction technician shall perform these tests. Certified
copies of test reports shall be submitted to VDOT daily, unless specified.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Road and Bridge Specifications. Density shall be determined using the
density control strip as specified in Section 315 and Vl•M-76. A certified
compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. A VDOT
representative shall be notified and given the opportunity to be present during the
construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six-
(36) inches and larger shall be explored below the bottom of the excavation to
determine the type and condition of the foundation. The contractor shall report
findings of foundation exploration to the engineer and VDOT for approval prior
to placing pipe. Foundation designs shall comply with VDOT Road and Bridge
Standard P8-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these
plans and/or as specified by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed
on these plans in accordance with VDOT?s installation criteria. final approval of the
guardrail layout to be given by VDOT after grading is mostly complete.
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RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
,SHEET INDEX
1
COWER SHEET
2
SITE & LANDSCAPE PLAN
3
GRADING & EROSION CONTROL PLAN
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I EROSION CONTROL
I
1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public
works staff to discuss the approved erosion and sediment control plan. No pre -construction meetiings will be scheduled prior to
issuance of the land disturbance permit for the subject project.
2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections
as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the.
approved plan, the Department of Public Works will grant approval to initiate land- disturbing activities.
3. Prior to release of building permits, the following items shall be completed:
a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system,
curb and gutter, sidewalks, channel linings, vegetative cover, stc)
b) Submittal of certified as -built of thr subdivision which contains the following ilehrRi stormwater conveyance system, curb
and gutter, drainage channels and ditches, stormwater pond. A letter from the 'engineer -of -record shall be included with the
as -built which states that the subdivision has been constructed in accordance with the approved plan.
c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for
each lot proposed for construction.
4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
5. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stoine base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area.
7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6 topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time.
*Ibe%rt w. cl* " rd ' associates
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Engineers.• Planners.Landscape Archit•
Piccadilly117 East
esrer, v�. •1
540.667.2139
OWNER'S CERTIFICATE
I hereby certify that the property contained in
this Site Plan is with free consent and in accordance
with the desires of the undersigned owners, proprietors
and trustees, if any.
Date
Date
Date
ED MCNALLY
COMPLETE DRYWALL & ACOUSTICAL SUPPLY
1735 PLANTATION ROAD, NE
ROANOKE, VA 24012
RE: SHENANDOAH BUILDING SYSTEMS
L� H OF
L
a d A. Mislowsky, Jr
0 CERTIFICATE NO.
v � 067 � A
REGiST ED
PROFESSIONAL
ENGINEER
FiRE LANE SPECIFICATIONS
1. Fire lanes shall be on all plans or drawings, if applicable.
2. Fire lanes are to be a minimum width of 18 feet.
3. Fire lanes shall be designated in either of the following
ways:
A. Double yellow, six (6) inch lines with approximately
three (3) inches between lines shall be used to mark
paved areas.
B. Painting of curbing yellow.
C. By painting of yellow hatch marks of six (6) inches in
width with no more than ten(10) inches between hatches
on the entire area being designated as a fire lone.
4. Signs shall be twelve (12) by eighteen (18) inches with a
white background, with red two (2) inch block letters with the
wording, "NO PARKING FIRE LANE Authority of Fire Chief".
Any other color combination or wording needs to be approved
by the Fire Chief.
5. Signs shall be postedon all corners of the fire lone, and then
no further than fifty (50) feet apart along the remaining length
of fire lane area. Signs shall be a minimum height of seven (7)
feet to the bottom of the sign and a maximum height to the top
of sign shall be nine (9) feet. Any other height needs to be
approved by the Fire Chief.
6. Any existing markings which will be within the fire lane
area after their establishment shall be removed so as not to
create confusion.
7. The fire lane shall be maintained on a regular basis to
insure these lanes can be easily recognized. Maintenance
shall include repainting on lines or curbing, replacement
of signs, etc., as deemed necessary by your maintenance
personnel or the Fire Department.
8. After the establishment of the cited fire lanes, local
low enforcement officers shall enforce these areas clear
at all times.
9. Fire lanes elsewhere on site may be required as construction develops.
by Frederick County Zoning Administrator
Site Plan Approval Valid for 5 Years From Date Shown Hence
Site Plan Valid for 2 Years From Date of F.C.S.A. Approval
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Sheet Number '� f 3
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40 20 0 40 80
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1 inch = 40 ft.
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
43-19-22
EXISTING PARCEL AREA
5 ACRES
DEVELOPED PARCEL AREA
0.75 ACRE
ZONING
M-1
ADDRESS
LENOIR DRIVE
CURRENT USE
INDUSTRIAL
PROPOSED USE
INDUSTRIAL
DISTURBED AREA
0.75 ACRES
EX. BUILDING AREA
15,480 S.F.
PROP. BUILDING AREA
29,880 S.F.
FAR ALLOWED
1.0
FAR EXISTING
0.07
FAR PROPOSED
0.14
SETBACKS
REQUIRE
PROVIDED
FRONT
75'
N/A
SIDE
25'
112'+
REAR
25'
324'+
BUILDING HEIGHT
60' (MAX.)
24'(+/-)
LOADING SPACE REQ'D.*
0
0
*LOADING REQUIRED FOR EACH 40,000 S.F. OF BUILDING AREA
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PARKING REQUIRED PROVIDED
WAREHOUSE, 18 EMPLOYEES- (1/EMP.) 18 18
OFFICE/SHOW ROOM, 1200 SF-(1/200 S.F.) 6 7
HANDICAP PARKING 2 2
TOTAL PARKING 26 27
8 PARKING SPACES ARE SHOWN ON THIS PLAN THAT ARE NOT SHOWN ON THE
APPROVED SITE PLAN. AS THE DRIVEWAY CURRENTLY EXISTS, THE RESULTING NEW
PAVEMENT AREA IS 1440 S.F. ONE NEW DECIDUOUS TREE IS REQUIRED (1/2000
S.F.). HEADLIGHTS DO NOT SHINE OFF SITE. NO HEDGE REQUIRED.
THE PROPOSED 14,400 S.F. ADDITION WILL RESULT IN NO INCREASE
IN EMPLOYEES AND THEREFORE NO INCREASE IN THE PARKING
REQUIREMENT. NO ADDITION TO THE RETAIL/OFFICE SPACE IS
PROPOSED.
D(ISTING OUTDOOR STORAGE AREA - — — — - 72,800 S.F.
PROPOSED OUTDOOR STORAGE AREA - — — — - 58,400 S.F.
A REDUCTION IN OUTDOOR STORAGE AREA WILL RESULT FROM THIS PLAN.
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NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
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3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA
AND A117.1-92.
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4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
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5. ALL UTILITIES TO BE PLACED UNDERGROUND
-
6.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
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OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
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7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
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8. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
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9. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
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THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
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THE FIRE MARSHALL.
10. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
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FOR AN S-2 BUILDING UNDER SECTIONS 311, USE GROUP S (STORAGE) OF THE
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INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98
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ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. DESIGN PROFESSIONAL LICENSED IN
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VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND
OF CHAPTER 17 OF IBC SHALL APPLY TO
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SPECIAL INSPECTION REQUIREMENTS
THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.)
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11. ALL REQUIRED EGRESS DOORS SHALL BE ACCESSIBLE AND AREA OF RESCUE CAN BE
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UTILIZED ON THE LANDINGS AT THE LOADING DOCKS PROVIDED THE EXTERIOR WALL IS
FIRE RATED PER SECTION 1003.2.13.7 EXTERIOR AREA FOR ASSISTED RESCUE. MAN
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DOORS OR ACCESSIBLE ROUTE FROM PARKING IS NOT SHOWN ON THE PLAN AT THIS
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TIME.
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12. SECTION 3408.6 IBC ADDITIONS & RENOVATIONS (ADA 20% RULE) SHALL APPLY AND
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ACCESSIBLE ROUTE SHALL CONNECT ADDITIONS TO HANDICAP PARKING & RESTROOMS,
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WITHIN TRAVEL DISTANCE. ALL REQUIRED EGRESS DOORS AND 50% OF ENTRANCES
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SHALL BE ACCESSIBLE SECTION 1105 IBC.
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13. NO NEW LIGHTING, OR EXTENSION OF PUBLIC WATER OR SEWER ARE
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PROPOSED OR REQUIRED.
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14. NO NEW PARKING AREAS ARE PROPOSED OR REQUIRED.
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FREDEFIC p NTY
PLAlvivuva &?PMENT
GRAPH/(SCALE
40 20 0 40 80
( /N FEET
1 inch = 40 ft.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKnLL AND COMPACT THE
EXCAVATED SOIL.
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FLOW
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EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
SOURCE: Adapted from Installation of Stray* and Fabric Filter Barriers for Sediment Control,
Sherwood & Tyant
LEGEND
DRAINAGE ROW -----------------------------
EXISTING GRADE --------•-------------------_--
PROPOSED GRADE ---•----------------------- �./"'•`w
PROPOSED SILT FENCE ----------------------- SF
LIMITS OF DISTURBANCE - - - - - ------ - -- - - - - - - - - - n m3 m m m um
CONSTRUCTION ENTRANCE - - - ----- - - - - - - - - -- - -
STONE CONSTRUCTION
ENTRANCE
70' MIN.
EXISTING
I A �
3, PAVEMENT
5:1
FILTER CLOTH 6" MIN. A
MOUNTABLE BERM
(OPTIONAL)
SIDE ELEVATION
EXISTING GROUND
70' MIN.
q
10' MIN.
1, 0' MIN,
OWA
12, MIN,
EXISTING
PAVEMENT
VDOT #1 AINAGE
1�N,
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
" MUST EXTEND FULL WIDTH
OF AND EGRESS PLAN VIEW
OPERATIONS
12' MIN.
3" MIN.
3" MIN.
FILTER CLOTH
SECTION A —A
6'-7"
REINFORCED CONCRETE
DRAIN SPACE
SECTION B—B
PLATE. 3.05-1 SOURCE: ADAPTED from 1993 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,02-1
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FRFDERICK COUNTY j
PLANNING & DEVELOPNIENT j
GENERAL CONSTRUCTION NOTES
1.The
contractor
installation shall
the furnish
utilit all s stemsmaterials, labor and equipment and perform all work including restoration for the
completedy y and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractors respponsibili�. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss
Utility" 1-800-552-70 1.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
e
4. Any unusual subsurface conditions encountered during the course of the work shall b immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, ail permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
FREDREICK COUNTY SANITATION AUTHORITY
1. The Autho(ty's Water and Sewer Standards and Specifications are available at www.fcso-water.com .
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA
approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the developer's/contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b The frame and cover shall be set to final grade.
c� The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 V and 2" services, the Authority shall make the tap and bring the piping to the property
line. The contractor shall furnish and install the meter vault assembly. The Authority will install
the meter.
e) The Authority will install all sewer laterals.
9. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as
required)_ The assembly must meet ASSE standard No. 1015 or 1013.
10. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047.
Radio read remotes are required.
VIRGINIA DEPARTMENT OF TRANSPORTATION
Vl. All work on this project shall conform to the current editions of and latest revisions to the
Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards,
the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern
V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and
Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and
Regulations.
V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary,
shall be in accordance with the current edition of VDOT's Work Area Protection Manual.
Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of
the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility
companies. It is the sole responsibility of the developer to locate and identify utility facilities or
items that may be in conflict with the proposed construction activity. VOOT approval of these
plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work within VDOT right-of-way.
V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work. '
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior
to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the
adjacent public roadway via a construction entrance that is constructed and maintained in
accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook.
Furthermore, access to other properties affected by this project shall be maintained through
construction. The Developer shall have, within the limits of the project, an employee certified by
the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment
control
Control who shall inspect erosion and siltation con of devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at
conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes,
voids, caves, etc.) encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease
in that vicinity until an adequate design can be determined by the engineer and
approved by VDOT.
VI 3. All fill areas, borrow material and undercut areas shall be inspected and approved
by a VDOT representative prior to placement and fill. Where CBR testing is
required, a VDOT representative shall be present to insure the sample obtaines is
representative of the location. When soil samples are submitted to private
laboratories for testing, the samples shall be clearly identified and labeled as
belonging to a project to be accepted by VDOT and that testing shall be
performed in accordance with all applicable VDOT standards and procedures.
LOCAL UTILITIES
Frederick County Sanitation Authority
P.O. Box 1877
Winchester, Virginia
22604
(540) 868-1061
P.O.C. John Whitacre
Alleghany Power
3463 Valley Pike
Winchester, Virginia
22604
(540) 722-5852
P.O.C. Cindy Laing
Ve6zon
404 Hillandale Lane
Winchester, Virginia
22602
(540) 665-3156
P.A.C. Larry Willingham
Adelphia Cable
1039 N. Frederick Pike
Winchester, Virginia
22601`
(540) 667-0364
P.O.C. Dave Cesfske
Shenandoah Gas
P. 0. Box 2400
Winchester, Virginia
22604
(540) 869-1111
P.O.C. Tim Hockman
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer
trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum
density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the
direction of 'VDOT, density tests shall be performed by a qualified independent
agency in accordance with VDOT Road and Bridge Specifications. Certified copies
of test reports shall be submitted to V'DOT daily, unless specified otherwise
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on
these plans and/or as specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-
of-way shall meet VDOT minimum design standards and is the responsibility of
the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or
pavement markings shall be installed lby the developer or, at VDOT's discretion,
by VDOT on an account receivable basis following the Manual On Uniform
Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material
sources prior to the start of construction. Copies of all invoices for materials
utilized within any dedicated street right-of-way must be provided to the local
VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and
VTM-10. A certified compaction technician shall perform these tests. Certified
copies of test reports shall be submitted to VDOT daily, unless specified.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Road and Bridge Specifications. Density shall be determined using the
density control strip as specified in Section 315 and VTM-76. A certified
compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. A VDOT
n given the opportunity to be resent during the
representative shall .be notified and g pp y p g
construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six-
(36) inches and larger shall be explored below the bottom of the excavation to
determine the type and condition of the foundation. The contractor shall report
findings of foundation exploration to the engineer and VDOT for approval prior
to placing pipe. Foundation designs shall comply with VDOT Road and Bridge
Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these
plans and/or as specified by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed
on these plans in accordance with VDOT?s installation criteria. Final approval of the
guardrail layout to be given by VDOT after grading is mostly complete.
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
SHEET INDEX
COVER SHEET
2
SITE & LANDSCAPE PLAN
,3
GRADING & EROSION CONTROL PLAN
r. EROSION CONTROL
1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public
works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to
issuance of the land disturbance permit for the subject project.
2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections
as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the
approved plan, the Department of Public Works will grant approval to initiate land disturbing activities.
3. Prior to release of building permits, the following items shall be completed:
a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system,
curb and gutter, sidewalks, channel linings, vegetative cover, stc )
b) Submittal of certified as -built of thr .subdivision which contains the following items: stormwater conveyance system, curb
and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the
os-built which states that the subdivision has been constructed in accordance with the approved plan.
c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for
each lot proposed for construction.
4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control' Guidelines and local ordinances and to be utilized during the construction period.
5. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area.
7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good fawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time.
Vic° °y lap
Scale 1"- 1000'
giffil-Ort
associatic,",&S
.. division
Engineers. Surveyors. Planners. ai ! ! Architects.
117 East Piccadilly eo 10
540.667.2139
OWNER'S CERTIFICATE
I hereby certify that the property contained in
this Site Plan is with free consent and in accordance
with the desires of the undersigned owners, proprietors
and trustees, if any.
Date
Date
Date
ED MCNALLY
COMPLETE DRYWALL & ACOUSTICAL SUPPLY
1735 PLANTATION ROAD, NE
ROANOKE, VA 24012
RE: SHENANDOAH BUILDING SYSTEMS
154 ...
O CERTIFICATE NO.
v � 067
lbc�REGIS ED
PROFESSIONAL
ENGINEER OC/
FIRE LANE SPECIFICATIONS
1. Fire lanes shall be on all plans or drawings, if applicable.
2. fire lanes are to be a minimum width of 18 feet.
3. Fire lanes shall be designated in either of the following
ways:
A. Double yellow, six (6) inch lines with approximately
three (3) inches between lines shall be used to mark
paved areas.
B. Painting of curbing yellow.
C. By painting of yellow hatch marks of six (6) inches in
width with no more than ten(10) inches between hatches
on the entire area being designated as a fire lane.
4. Signs shall be twelve (12) by eighteen (18) inches with a
white background, with red two (2) inch block letters with the
wording, "NO PARKING FIRE LANE Authority of Fire Chief".
Any other color combination or wording needs to be approved
by the Fire Chief.
5. Signs shall be posted on all corners of the fire lane, and then
no further than fifty (50) feet apart along the remaining length
of fire lane area. Signs shall be a minimum height of seven (7)
feet to the bottom of the sign and a maximum height to the top
of sign shall be nine (9) feet. Any other height needs to be
approved by the fire Chief.
6. Any existing markings which will be within the fire lane
area after their establishment shall be removed so as not to
create confusion.
7. The fire lane shall be maintained on a regular basis to
insure these lanes can be easily recognized. Maintenance
shall include repainting on lines or curbing, replacement
of signs, etc., as deemed necessary by your maintenance
personnel or the Fire Department.
8. After the establishment of the cited fire lanes, local
law enforcement officers shall enforce these areas clear
at all times.
9. Fire lanes elsewhere on site may be required as construction develops.
Approved by Frederick County Zoning Administrator
Site Plan Approval Valid for 5 Years From Date Shown Hence Date
Site Plan Valid for 2 Years From Date of F.C.S.A. Approval
Sheet Number 1 f
VA,N, 2
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FREDERICK COUNTY
PLANNING & DEVELOPMENT
GR4PH/0SO4LE
40 20 0 40 80
( /N FEET
9 inch = 40 ft.
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PROJECT SUMMARY
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TAX IDENTIFICATION NUMBER
43-19-22
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EXISTING PARCEL AREA
5 ACRESUJ
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DEVELOPED PARCEL AREA
0.75 ACRE
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ZONING
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ADDRESS
LENOIR DRIVE
CURRENT USE
INDUSTRIAL
PROPOSED USE
INDUSTRIAL
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DISTURBED AREA
0.75 ACRES
EX. BUILDING AREA
15,480 S.F.
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PROP. BUILDING AREA
29,880 S.F.
FAR ALLOWED
1.0
FAR EXISTING
0.07
FAR PROPOSED
0.14
SETBACKS
REQUIRE
PROVIDED
FRONT
75'
N/A
SIDE
25'
112'+
REAR
25'
324'+
BUILDING HEIGHT
60' (MAX.)
24'(+/-)
LOADING SPACE REQ'D.*
0
0
*LOADING REQUIRED FOR EACH 40,000 S.F. OF BUILDING AREA
PARKING REQUIRE PROVIDED
WAREHOUSE, 18 EMPLOYEES-(1/EMP.) 18 18
OFFICE/SHOW ROOM, 1200 SF-(1 /200 S.F.) 6 7
HANDICAP PARKING 2 2
TOTAL PARKING 26 27
8 PARKING SPACES ARE SHOWN ON THIS PLAN THAT ARE NOT SHOWN ON THE
APPROVED SITE PLAN. AS THE DRIVEWAY CURRENTLY EXISTS, THE RESULTING NEW
PAVEMENT AREA IS 1440 S.F. ONE NEW DECIDUOUS TREE IS REQUIRED (1/2000
S.F.). HEADLIGHTS DO NOT SHINE OFF SITE. NO HEDGE REQUIRED.
THE PROPOSED 14,400 S.F. ADDITION WILL RESULT IN NO INCREASE
IN EMPLOYEES AND THEREFORE NO INCREASE IN THE PARKING
REQUIREMENT. NO ADDITION TO THE RETAIL/OFFICE SPACE IS
PROPOSED.
IXISfiNG OUTDOOR STORAGE AREA - - - - - 72,800 S.F.
PROPOSED OUTDOOR STORAGE AREA - - - - - 58.400 S.F.
A REDUCTION IN OUTDOOR STORAGE AREA WILL RESULT FROM THIS PLAN.
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA
AND A117.1-92.
4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
5. ALL UTILITIES TO BE PLACED UNDERGROUND
& HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
8. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
9. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
THE FIRE MARSHALL.
10. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
FOR AN S-2 BUILDING UNDER SECTIONS 311, USE GROUP S (STORAGE) OF THE
INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. DESIGN PROFESSIONAL LICENSED IN
VI'RGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND
SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO
THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.)
11. ALL REQUIRED EGRESS DOORS SHALL BE ACCESSIBLE AND AREA OF RESCUE CAN BE
UTILIZED ON THE LANDINGS AT THE LOADING DOCKS PROVIDED THE EXTERIOR WALL IS
FIRE RATED PER SECTION 1003.2.13.7 EXTERIOR AREA FOR ASSISTED RESCUE. MAN
DOORS OR ACCESSIBLE ROUTE FROM PARKING IS NOT SHOWN ON THE PLAN AT THIS
TIME.
12. SECTION 3408.6 IBC ADDITIONS & RENOVATIONS (ADA 20% RULE) SHALL APPLY AND
ACCESSIBLE ROUTE SHALL CONNECT ADDITIONS TO HANDICAP PARKING & RESTROOMS,
WITHIN TRAVEL DISTANCE. ALL REQUIRED EGRESS DOORS AND 50% OF ENTRANCES
SHALL BE ACCESSIBLE SECTION 1105 IBC.
13. NO NEW LIGHTING, OR EXTENSION OF PUBLIC WATER OR SEWER ARE
PROPOSED OR REQUIRED.
14. NO NEW PARKING AREAS ARE PROPOSED OR REQUIRED.
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FREDERICK COUNTY
PLANNING & DEVELOPMENT
ORAPH/CSOWE
40 20 0 40 80
( 1N FEET
> inch = 40 ft.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
'4
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
=1
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Ada Led from Installation of Straw and Fabric Filter Barriers for Sediment Control,
Shemood & Tyant
LEGEND
DRAINAGE FLOW -----------------------------
EXISTING GRADE •-----•-•-----------------•_
PROPOSED GRADE .......... ................
PROPOSED SILT FENCE --•---••--------••••--- SF
IJhiiTS OF DISTURBANCE - ---------------------_
CONSTRUCTION ENTRANCE .................... jj �t h
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STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
Al 3 PAVEMENT
5:1MOUNTABLZ
FILTER CLOTH 6" MIN, A (OPTIONAL) BERM
EXISTING GROUND SIDE ELEVATION
70' MIN.
OBWA ACK 10' MIN.
NAL) 10' MIN.
12, MIN.EXISTING
PAVEMENT
VDDT #1 IVE DRAINAGE 10MIN,
COURSE AGGREGATE BEDIMENT
TRAPPING DEVICE
* MUST EXTEND FULL WIDTH
OF OPERATIONS AND EGRESS PLAN VIEW
12' MIN.
3" MIN.
i E-1 I'I I _ 3" MIN.
FILTER' CLOTH SECTION A — A
REINFORCED CONCRETE DRAIN SPACE
SECTION B—B
PLATE. 3.05-1 SOURCE: ADAPTED from 1983 Marvland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1
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EREDERICK COUNTY
PLANNING & DEVELOPMENT
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GENERAL CONSTRUCTION NOTES
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be inaccordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia al A Z�A
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss ---Wak, e - 1 '000" W e0mms Ammm"M
Utility" 1-800-552-7001. llow" iD -FL- "On"W &-%, J -% 0
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to Wbeginning the work. The Engineer will approve all cut sheets. Ah� I V
L)
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to _ter
L) A
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerime of utility, structure or road, and offset hub elevation.
FREDREICK COUNTY SANITATION AUTHORITY
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com .
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA
approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the developer's/contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b The frame and cover shall be set to final grade.
c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1h" and 2" services, the Authority shall make the tap and bring the piping to the property
line. The contractor shall furnish and install the meter vault assembly. The Authority will install
the meter.
e) The Authority will install all sewer laterals.
9. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard No. 1015 or 1013.
10. All fire lines shalt have a fire service meter assembly and a backflow prevention assembly (detector
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047.
Radio read remotes are required.
VIRGINIA DEPARTMENT OF TRANSPORTATION
V1. All work on this project shall conform to the current editions of and latest revisions to the
Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards,
the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and
Regulations.
V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary,
shall be in accordance with the current edition of VDOT's Work Area Protection Manual.
Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of
the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility
companies. It is the sole responsibility of the developer to locate and identify utility facilities or
items that may be in conflict with the proposed construction activity. VDOT approval of these
plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior
to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the
adjacent public roadway via a construction entrance that is constructed and maintained in
accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook.
Furthermore, access to other properties affected by this project shall be maintained through
construction. The Developer shall have, within the limits of the project, an employee certified by
the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment
Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at
conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes,
voids, caves, etc.) encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease
in that vicinity until an adequate design can be determined by the engineer and
approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved
by a VDOT representative prior to placement and fill. Where CBR testing is
required, a VDOT representative shall be present to insure the sample obtaines is
representative of the location. When soil samples are submitted to private
laboratories for testing, the samples shall be clearly identified and labeled as
belonging to a project to be accepted by VDOT and that testing shall be
performed in accordance with all applicable VDOT standards and procedures.
LOCAL UTILITIES
Frederick County Sanitation
Authority
P.O. Box 1877
Winchester, Virginia
22604
(540) 868-1061
P.O.C. John Whitacre
Alleghany Power
3463 Valley Pike
Winchester, Virginia
22604
(540) 722-5852
P.O.C. Cindy Laing
Verizon
404 Hallandale Lane
Winchester, Virginia
22602
(540) 665-3156
P.O.C. Larry Willingham
Adelphia Cable
1039 N. Frederick Pike
Winchester, Virginia
22601
(540) 667-0364
P.O.C. Dave Cesfske
Shenandoah Gas
P. 0. sox 2400
Winchester, Virginia
22604
(540) 869-1111
P.O.C. Tim Hockman
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer
trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum
density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent
agency in accordance with VDOT Road and Bridge Specifications. Certified copies
of test reports shall be submitted to VDOT daily, unless specified otherwise
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on
these plans and/or as specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-
of-way shall meet VDOT minimum design standards and is the responsibility of
the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or
pavement markings shall be installed by the developer or, at VDOT's discretion,
by VDOT on an account receivable basis following the Manual On Uniform
Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material
sources prior to the start of construction. Copies of all invoices for materials
utilized within any dedicated street right-of-way must be provided to the local
VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and
VTM-10. A certified compaction technician shall perform these tests. Certified
copies of test reports shall be submitted to VDOT daily, unless specified.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Road and Bridge Specifications. Density shall be determined using the
density control strip as specified in Section 315 and VTM-76. A certified
compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VOOT daily, unless specified otherwise. A VDOT
representative shall be notified and given the opportunity to be present during the
construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six-
(36) inches and larger shall be explored below the bottom of the excavation to
determine the type and condition of the foundation. The contractor shall report
findings of foundation exploration to the engineer and VDOT for approval prior
to placing pipe. Foundation designs shall comply with VDOT Road and Bridge
Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these
plans and/or as specified by VDOT.
V24, VDOT Standard Guardrail shall be installed where warranted and/or as proposed
on these plans in accordance with VDOT?s installation criteria. Final approval of the
guardrail layout to be given by VDOT after grading is mostly complete.
Vicinity Map
Scale 1 = 1000
gilbert
division of
Patton` ♦Associates,pc
Surveyors. 'Landscape •• Architects.
Piccadilly117 East i0
• • l
540.665..0493
•
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION #.
DATE:
THE RESPONSIBLE LAND DISTURBER
iS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
SHEET INDEX
1
COVER SHEET
2
SITE & LANDSCAPE PLAN
,3
GRADING & EROSION CONTROL PLAN
EROSION CONTROL
1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public
works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to
issuance of the land disturbance permit for the subject project.
2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections
as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the
approved plan, the Department of Public Works will grant approval to initiate land disturbing activities.
3. Prior to release of building permits, the following items shall be completed:
a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road sa.rface, stormwater conveyance system,
curb and gutter, sidewalks, channel linings, vegetative cover, stc.)
b Submittal of certified as -built of thr subdivision which contains the following ite,1s: stormwater conveyance system, curb
-
and gutter, drainage channels and ditches, stormwater pond. A letter from the eng�.ieer of -record shall be included with the
as -built which states that the subdivision has been constructed in accordance with, the approved) plan.
c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for
each lot proposed for construction.
4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
5. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
6. Contractor to clean up and restore disturbed areas immediately upon completion o; pipe -laying in the affected area.
7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achiev6 lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time.
OWNER'S CERTIFICATE
I hereby certify that the property contained in
this Site Plan is with free consent and in accordame
with the desires of the undersigned owners, proprietors
and trustees, if any.
Date
Date
Date
ED MCNALLY
COMPLETE DRYWALL & ACOUSTICAL SUPPLY
1735 PLANTATION ROAD, NE
ROANOKE, VA 24012
RE: SHENANDOAH BUILDING SYSTEMS
LIH OF
P L
_T
MRonald A. Mislowsky, JrZ
O CERTIFICATE NO. -
v 020674
'bREGISTERED
PROFESSIONAL
q3,,- ENGINEER _rdl
FIRE LANE SPECIFICATIONS
1. Fire lanes shall be on all plans or drawings, if applicable.
2. Fire lanes are to be a minimum width of 18 feet.
3. Fire lanes shall be designated in. either of the following
ways:
A. Double yellow, six (6) inch lines with approximately
three (3) inches between lines shall be used to mark
paved areas.
B. Painting of curbing yellow.
C. By painting of yellow hatch marks of six (6) inches in
width with no more than ten(10) inches between hatches
on the entire area being designated as a fire lane.
4. Signs shall be twelve (12) by eighteen (18) inches with a
white background, with red two (2) inch block letters with the
wording, "NO PARKING FIRE LANE Authority of Fire Chief".
Any other color combination or wording needs to be approved
by the Fire Chief.
5. Signs shall be posted on all corners of the fire lane, and then
no further than fifty (50) feet apart along the remaining length
of fire lane area. Signs shall be a minimum height of seven (7)
feet to the bottom of the sign and a maximum height to the top
of sign shall be nine (9) feet. Any other height needs to be
approved by the Fire Chief.
6. Any existing markings which will be within the fire lane
area after their establishment shall be removed so as not to
create confusion.
7. The fire lane shall be maintained on a regular basis to
insure these lanes can be easily recognized. Maintenance
shall include repainting on lines or curbing, replacement
of signs, etc., as deemed necessary by your maintenance
personnel or the Fire Department.
8. After the establishment of the cited fire lanes, local
law enforcement officers shall enforce these areas clear
at all times.
9. Ere lanes elsewhere on site may be required as construction develops.
Approved by Frederick County Zoning Administrator
Site Plan Approval Valid for 5 Years From Date Shown Hence Date
Site Plan Valid for 2 Years From Date of F.C.S.A. Approval
Sheet Number I: of 3
1
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T 43 19
GR,4PH/CSCALE
40 20 0 40 80
( /N FEET J
> inch = 40 ft.
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
43-19-22
EXISTING PARCEL AREA
5 ACRES
DEVELOPED PARCEL AREA
0.75 ACRE
ZONING
M-1
ADDRESS
LENOIR DRIVE
CURRENT USE
INDUSTRIAL
PROPOSED USE
- INDUSTRIAL
DISTURBED AREA
0.75 ACRES
FAR ALLOWED
1.0
FAR EXISTING
0.07
FAR PROPOSED
0.14
SETBACKS REQUIRED
PROVIDED
FRONT 75'
N/A
SIDE 25'
112'+
REAR 25'
324'+
BUILDING HEIGHT 60' (MAX.) 24'(+/-)
PARKING REQUIRED PROVIDED
WAREHOUSE, 18 EMPLOYEES-(1/EMP.) 18 18
OFFICE/SHOW ROOM, 1200 SF-(1/200 S.F.) 6 7
HANDIC.1.P PARKING 2 2
TOTAL PARKING 26 27
THE PROPOSED 14,400 S.F. ADDITION WILL RESULT IN NO INCREASE
IN EMPLOYEES AND THEREFORE NO INCREASE IN THE PARKING
REQUIREMENT. NO ADDITION TO THE RETAIL/OFFICE SPACE IS
PROPOSED.
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE,
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
3.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA
AND A117.1-92.
4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
5. ALL UTILITIES TO BE PLACED UNDERGROUND
6.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
7. HANDICAPPED ACCESS SHALL MEET ANSI 117,1 SECTION 4.1
8. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
9. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
THE FIRE MARSHALL.
10. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
FOR AN S-2 BUILDING UNDER SECTIONS 311, USE GROUP S (STORAGE) OF THE
INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. DESIGN PROFESSIONAL LICENSED IN
VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND
SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO
THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.)
11. ALL REQUIRED EGRESS DOORS SHALL BE ACCESSIBLE AND AREA OF RESCUE CAN BE
UTILIZED ON THE LANDINGS AT THE LOADING DOCKS PROVIDED THE EXTERIOR WALL IS
FIRE RATED PER SECTION 1003.2.13.7 EXTERIOR AREA FOR ASSISTED RESCUE. MAN
DOORS OR ACCESSIBLE ROUTE FROM PARKING IS NOT SHOWN ON THE PLAN AT THIS
TIME.
12. NO NEW LIGHTING, OR EXTENSION OF PUBLIC WATER OR SEWER ARE
PROPOSED OR REQUIRED.
13. NO NEW PARKING AREAS ARE PROPOSED OR REQUIRED.
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GRAPH/CS04LE
40 20 0 40 80
IN FEET
> inch = 40 ft.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4° 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4
1-1
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4. BACKnLL AND COMPACT THE
EXCAVATED SOIL.
=1
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,
Sherwood & Tyant
LEGEtYD
DRAINAGE FLOW ........... .................
EXISTING GRADE ................. . . . . . . . . . .
PROPOSED GRADE ...........................
PROPOSED SILT FENCE ----------------------- Sic -
LIMITS OF DISTURBANCE ...................... _ w w rn Ta tm m
CONSTRUCTION ENTRANCE --------- -----------,. f<.
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STONE CONSTRUCTION ENTRANCE
GROUND
70' MIN.
FILTER CLOTH — g" MIN I A I
SIDE ELEVATION
1?' MIN..
70' MIN,
B WASHRACK
I I- (OPTIONAL)
VDDT #1 I I ~� POSITIVE DRAINAGE
COURSE AGGREGATE TO SEDIMENT
B TRAPPING DEVICE
I
MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN LAN VIEW
SECTION A -A
REIN-1.11 1 -1— 1 c 11KHIN JYHI L
EXISTING
PAVEMENT
3'
92�5:1
MOUNTABLE BERM
(OPTIONAL)
10' MIN.
10, MIN.
�-
EXISTING
PAVEMENT
10' W.N.
SECTION B-B
PIe1TE. 3.05-1 S011RCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1
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