HomeMy WebLinkAbout36-04 Supreme Block - Industrial - Gainesboro - Backfile (2)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 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 respponsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss
Utilit " 1-800-552-7001
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3. Th contractorsal r e shall be responsible for all construction stakeout. All dimensions elevations and locations shall
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be verified in the field b eachcontractori r I e y pro to beginning the work. The Engineer will approve all cut sheets.
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4. An unusual subsurface conditions a coun red duringg I immediately h o
n to the course of the work shall bebrought t
the at ention of the Engineer and/or the Owner.
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5. Contractor to obtain, at his expense, oil 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 Y round 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-woter.com .
2. The water and sanitary sewer portion of these plans are v alid 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 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
LOCAL UTILITIES
Frederick County Sanitation Authority
P.O. Box 1877
Winchester, Virginia 22604
(540) 868-1061 P.O.C. John Whiitacre
Alleghany Power
3463 Valley Pike
Winchester, Virginia 22604
(540) 722-5852 P.O.C. Cindy Laing
Vedzon
V1.
All work on this project shall conform to the current editions of and latest revisions to the
404 Hillandale Lane
Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards,
Winchester, Virginia 22602
the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
(540) 665-3156 P.O.C. Larry Willingham
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern
Adelphia Cable
V2.
All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
1039 N. Frederick Pike
Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and
Winchester, Virginia 22601
Regulations.
(540) 667-0364 P.O.C. Dave Cexfske
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.
Shenandoah Gas
Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of
P. 0. Box 2400
the VDOT Road and Bridge Specifications.
Winchester, Virginia 22604
V4
The developer shall be responsible for relocating, at his expense, any and all utilities, including
(540) 869-1111 P.O.C. Tim Hackman
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
V15.
VDOT Standard CD and UD underdrains shall be installed where indicated on
any field revision shall be the responsibility of the developer.
these plans and/or as specified by VDOT.
V6.
Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
V16.
The installation of any entrances and mailboxes within any dedicated street right -
land use permits for any work within VDOT right-of-way.
of -way shall meet VDOT minimum design standards and is the responsibility of
V7.
If required by the local VDOT Residency Office, a pre -construction conference shall be arranged
the developer.
and held by the engineer and/or developer with the attendance of the contractor, various County
V17.
Prior to VDOT acceptance of any streets, all required street signage and/or
agencies, utility companies and VDOT prior to initiation of work.
pavement markings shall be installed by the developer or, at VDOT s discretion,
V8.
The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
by VDOT on an account receivable basis following the Manual On Uniform
Traffic Control Devices.
any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior
to any required or requested inspection.
V18.
The developer shall provide the VDOT Residency Office with a list of all material
V9.
The contractor shall be responsible for maintaining adequate access to the project from the
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
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.
VDOT Residency Office prior to acceptance of the work. Unit and total prices
Furthermore, access to other properties affected by this project shall be maintained through
may be obscured.
construction. The Developer shall have, within the limits of the project, an employee certified by
V19.
Aggregate base and subbase materials shall be placed on subgrade by means of a
the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment
mechanical spreader. Density will be determined using the density control strip in
Control who shall inspect erosion and siltation control devices and measures on a continuous
accordance with Section 304 of the VDOT Road and Bridge Specifications and
basis for proper installation and operation. Deficiencies shall be promptly rectified.
VTM-10. A certified compaction technician shall perform these tests. Certified
V10.
Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
copies of test reports shall be submitted to VDOT daily, unless :specified.
the end of construction.
V20.
Asphalt concrete pavements shall be placed in accordance with Section 315 of the
V11.
All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
VDOT Road and Bridge Specifications. Density shall be determined using the
density control strip as specified in Section 315 and VTM-76. A certified
thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at
compaction technician shall perform these tests. Certified copies of test reports
conflict points.
shall be submitted to VDOT daily, unless specified otherwise. A VDOT
V12.
Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes,
representative shall be notified and given the opportunity to be present during theconstruction and testing of the control strip.
voids, caves, etc.) encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease
V21.
In accordance with Section 302.03, the foundations for pipe culverts thirty -six -
in that vicinity until an adequate design can be determined by the engineer and
(36) inches and larger shall be explored below the bottom of the excavation to
approved by VDOT.
determine the type and condition of the foundation. The contractor shall report
V13.
All fill areas, borrow material and undercut areas shall be inspected and approved
findings of foundation exploration to the engineer and TOT for -approval prior
to placing pipe. Foundation designs shall comply with VDOT Road and Bridge
by a VDOT representative prior to placement and fill. Where CBR testing is
Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
required, a VDOT representative shall be present to insure the sample obtaines is
encountered, the foundation design and/or need for foundation stabilization shall
representative of the location. When soil samples are submitted to private
be determined by the engineer and approved by VDOT.
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
V22.
Approval of these plans shall expire three (3) years from the date of the approval
performed in accordance with all applicable VDOT standards and procedures.
letter.
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
V23.
VDOT Standard CC-12 Curb Ramps shall be installed where indicated on these
density as determined by AASHTO T-99 Method A, within plus or minus 2% of
plans and/or as specified by VDOT.
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
V24.
VDOT Standard Guardrail shall be installed where warranted and/or as proposed
agency in accordance with VDOT Road and Bridge Specifications. Certified copies
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.
of test reports shall be submitted to VDOT daily, unless specified otherwise
_W , , c I " "
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117 East Piccadilly - ' Suite 200
Virginia• !
540.667.2139
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
CO WER 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 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
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 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 gross 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 constriction. 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
1 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.
SUPREME BLOCK
1515 TYSON DRIVE
WINCHESTER, VA 22601
PH # 540-667-4600
P.O.C. DON WENDEL
h' �L Fi OF q
Donald A. 'Mislowsky, Prz
0 CERTIFICATE NO. -
v M2067 31�
R I STE ED
PROFESSIONAL
_ ENGINEER
Date
Date
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 comers 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
low 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
W ,
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7-23-04- Revised Der Countv Comments - J.D.S.
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� 1111 PLANTING SCHEDULE
W-4,01114 C A C4Z F
50 25 0 50 100
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COMMON NAME
SIZE AT TIME OF PLANTING
SPACING
QUANTITY I
WHITE PINE
4' HIGH (MIN)
_ .
ASSHOWN
20
( IN F-E,-T )
I inch = 50 ft SEEDING REQUIREMENTS
ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM
4" OF TOPSOIL AND BE SEEDED AS FOLLOWS:
2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT.
1 LB. ANNUAL RYE PER 1,000 SO. FT.
70-120 LBS. MULCH PER 1,000 SO. Fr.
FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE
TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A
MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT.
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PROJECT SUMMARY
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TAX IDENTIACAnON NUMBER 43-19-37
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EXISTING PARCEL AREA
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DEVELOPED PARCEL AREA 0.50 ACRES
ZONING - M-1
ADDRESS 1515 TYSON DRIVE
RENT USE MANUFACTURING FACILITY
MANUFACTURING FACILITY
DISTURBED AREA 0.50 ACRES
FAR ALLOWED 1.0
FAR EXISTING 0.06
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SETBACKS REQUIRE PROVIDED
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SIDE 25' 26'
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REAR 25' 26'
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PARKING 5 1 N/A
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BUILDING HEIGHT 60' (MAX.) 24'(+/-)
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NO. OF EMPLOYEES - 12
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RETAIL PARKING - 2 (1/200 S.F.)
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TOTAL PARKING REO!D - 14
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EX. PARKING PROVIDED - 30
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THE PROPOSED 4800 S,F, ADDITION WILL RESULT IN NO INCREASE
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IN EMPLOYEES AND THEREFORE NO INCREASE IN THE PARKING
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REQUIREMENT. NO ADDITION TO THE RETAIL/OFFICE SPACE IS
PROPOSED.
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY NTH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE CLARE.
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 ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS,
6.ALL UTILITIES TO BE PLACED UNDERGROUND
THANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
&HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND I 0 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
10. FIRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
THE FIRE MARSHALL.
11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
FOR AN S-2 BUILDING UNDER SECTIONS 31 1, USE GROUP S (STORAGE) OF THE
INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO Al 17.1-98
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 18C SHALL APPLY TO
THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.)
12. 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
DOORS OR ACCESSIBLE ROUTE FROM PARKING IS NOT SHOWN ON THE PLAN AT THIS
TIME.
NO NEW LIGHTING, OR EXTENSION OF PUBLIC WATER OR SEWER ARE
PROPOSED.
THE OWNER IS RESPONSIBLE FOR MAINTAINENCE AND CARE OF EVERGREEN
SCREENING REQUIRED BY THIS SITE PLAN REVISION AND SP-49-89. FAILURE TO DO
SO IS A ZONING VIOLATION.
EX. OUTDOOR STORAGE ON TM 43-19-43 IS ASSOCIATED NTH THE
MANUFACTURING USE ON TM 43-19-37. A PLAN VERIFYING PLACEMENT OF
STORAGE HAS NO IMPACT ON THE RED BUD RUN 100 YEAR FLOOD ELEV. WAS
APPROVED IN 1995, AND A LAND DISTURBANCE PERMIT ISSUED BY THE FREDERICK
COUNTY DEPARTMENT OF PUBLIC WORKS.
ORIGINAL SITE PLAN (SP-49-89) FOR TM 43-19-37 APPROVED 19 DECEMBER
1989. EXISTING BUILDING LAYOUT AND USE MEET THE REQUIREMENTS OF THAT
PLAN. THE OUTDOOR STORAGE SHOWN ALSO COMPLIES NTH THE LIMITS SHOWN
ON THE APPROVED SITE PLAN.
Prune codominant leaders
Prune rubbing or
cross branches
DO NOT stake or wrap
trunk unless necessary -
Remove all togs and labels
Cut away all boiling ropes
Remove top of wire basket
___----- DO NOT prune terminal
— leader or branch tips
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Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2"-3" mulch kept away from trunk
Soil well to contain water
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Leave solid soil pedestal - do
roots if container -grown, or as much not dig deeper than bull depth
burlap as possible if field grown
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
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H"DICAP PARKING DETAIL
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DRAINAGE FLOW - -----------------------
EXISTING GRADE . .................... •-
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OMITS OF DISTURBANCE. a tee,
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CONSTRUCTION I ' SILT FENCE
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1. SET POSTS AND TO THE POSTS.
TRENCH UPSLOPE ALONG
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FLOW
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SherwoM & span
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FILLED WITH CONCRETE
AND PAINTED YELLOW
FINISHED GRADE
1'-4" 0 CONCRETE BASE
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BRICK
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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 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 respponsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss
Utilit " 1-800-552-7001
3. The contractor shall responsible a be for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginningthe work. The Engineer will approve all cut sheets.
4. An unusual subsurf conditions
y ace condtions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner. AT �Z\
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.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 sh all 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 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
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
Verizondale
V1.
All work on this project shall conform to the current editions of and latest revisions to the
Hillan
elute Lane
Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards,
Winchester, V
V
ster,irginia 22602
the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
(540) 56 P.O.C. Larry Wallingham
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern
Adelphia Cable
V2.
All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
1039 N. Frederick Pike
Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and
Winchester, Virginia 22601
Regulations.
(540) 667-0364 P.O.C. Dave Cesfske
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.
Shenandoah Gas
Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of
P. 0. Box 2400
the VDOT Road and Bridge Specifications.
Winchester, Virginia 22604
V4
The developer shall be responsible for relocating, at his expense, any and all utilities, including
(540) 869-1111 P.O.C. Tim Hackman
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
V15.
VDOT Standard CD and UD underdrains shall be installed where indicated on
any field revision shall be the responsibility of the developer.
these plans and/or as specified by VDOT.
V6.
Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
V16.
The installation of any entrances and mailboxes within any dedicated street right -
land use permits for any work within VDOT right-of-way.
of -way shall meet VDOT minimum design standards and is the responsibility of
V7.
If required by the local VDOT Residency Office, a pre -construction conference shall be arranged
the developer.
and held by the engineer and/or developer with the attendance of the contractor, various County
V17.
Prior to VDOT acceptance of any streets, all required street signacle and/or
agencies, utility companies and VDOT prior to initiation of work.
pavement markings shall be installed by the developer or, at VDOT s discretion,
V8.
The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
by VDOT on an account receivable basis following the Manual On Uniform
Traffic Control Devices.
any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior
to any required or requested inspection.
VI 8.
The developer shall provide the VDOT Residency Office with a Mist of all material
V9.
The contractor shall be responsible for maintaining adequate access to the project from the
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
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.
VDOT Residency Office prior to acceptance of the work. Unit and total prices
Furthermore, access to other properties affected by this project shall be maintained through
may be obscured.
construction. The Developer shall have, within the limits of the project, an employee certified by
V19.
Aggregate base and subbase materials shall be placed on sublgrade by means of a
the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment
mechanical spreader. Density will be determined using the density control strip in
Control who shall inspect erosion and siltation control devices and measures on a continuous
accordance with Section 304 of the VDOT Road and Bridge Specifications and
basis for proper installation and operation. Deficiencies shall be promptly rectified.
VTM-10. A certified compaction technician shall perform these tests. Certified
V10.
Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
copies of test reports shall be submitted to VDOT daily, unless specified.
the end of construction.
V20.
Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VI 1.
All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
VDOT Road and Bridge Specifications. Density shall be determined using the
density control strip as specified in Section 315 and VTM-76. A certified
thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at
compaction technician shall perform these tests. Certified copies of test reports
conflict points.
shall be submitted to VDOT daily, unless specified otherwise. A VDOT
V12.
Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes,
representative shall be notified and given the opportunity to be present during the
construction and testing of the control strip.
voids, caves, etc.) encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease
V21.
In accordance with Section 302.03, the foundations for pipe culverts thirty -six -
in that vicinity until an adequate design can be determined by the engineer and
(36) inches and larger shall be explored below the bottom of the excavation to
approved by VDOT.
determine the type and condition of the foundation. The contractor shall report
VI 3.
All fill areas, borrow material and undercut areas shall be inspected and approved
findings of foundation exploration to the engineer and VDOT for approval prior
to placing pipe. Foundation designs shall comply with VDOT Road and Bridge
by a VDOT representative prior to placement and fill. Where CBR testing is
Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
required, a VDOT representative shall be present to insure the sample obtaines is
encountered, the foundation design and/or need for foundation stabilization shall
representative of the location. When soil samples are submitted to private
be determined by the engineer and approved by VDOT.
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
V22.
Approval of these plans shall expire three (3) years from the date of the approval
performed in accordance with all applicable VDOT standards and procedures.
letter.
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
V23.
VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these
density as determined by AASHTO T-99 Method A, within plus or minus 2% of
plans and/or as specified by VDOT.
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
V24.
VDOT Standard Guardrail shall be installed where warranted and/or as proposed
agency in accordance with VDOT Road and Bridge Specifications. Certified copies
on these plans in accordance with VDOT?s installation criteria. Final approval of the
of test reports shall be submitted to VDOT daily, unless specified otherwise
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
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 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
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 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 ]own quality gross 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.
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, proprietor
and trustees, if any.
Date
Date
`'"M
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
- ` %. v ■ a ■ in %.■ ■ r ■ oY
■ ® %00 %W 6 Vi i® V V V 8 1. %W *17 f rd L
/
gineers. Surveyors.
Planners. Landscape Architects.
117 East Piccadilly Street, Suite 200
�,P`' �" °F
Site Plan Approval Valid for 5 Years From
Date Shown Hence Date
Winchester, Virginia 22601
Site Plan Valid for 2 Years From Date of F.C.S.A. Approval
-�-
`T 50.67.213
Wald A. iw1slowsky, r�
o CERTIFICATE NO. -
2 i � 1- �' f`1'
540-665.0493
V 2067,�
R o
ld,;d k,a�i� ED
ZIl
ISTE
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PROFESSIONAL
ENGINEER
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1 of 3
7-23-04- Revised per County Comments - J.D.S.
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50 25 0 50 100
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( IN FE-ET )
I Inch = 50 ft
PL&NTING SCHEDULE
COMMON NAME
SIZE AT TIME OF PLANTING
SPACING
WHITE PINE
4' HIGH (MIN)
AS SHOWN
SEEDING REQUIREMENTS
ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM
4" OF TOPSOIL AND BE SEEDED AS FOLLOWS:
2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT,
1 LB. ANNUAL RYE PER 1,000 SO. FT.
70-120 LBS. MULCH PER 1,000 SO. FT.
FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE
TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A
MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT.
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TAX IDENTIFICATION NUMBER 43-19-37
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EXISTING PARCEL AREA 10 ACRES
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DEVELOPED PARCEL AREA 0.50 ACRES
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ZONING M-1
ADDRESS 1515 TYSON DRIVE
MANUFACTURING FACILITY
MANUFACTURING FACILITY
DISTURBED AREA 0.50 ACRES
FAR ALLOWED 1.0
FAR EXISTING 0.06
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SETBACKS REQUIRE PROVIDED
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PARKING 5' N/A
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BUILDING HEIGHT 60' (MAX.) 24'(+/-)
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NO. OF EMPLOYEES - 12
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RETAIL PARKING - 2 (1/200 S.F.)
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TOTAL PARKING REQ'D - 14
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THE PROPOSED 4800 S.F. ADDITION WILL RESULT IN NO INCREASE
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IN EMPLOYEES AND THEREFORE NO INCREASE IN THE PARKING
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REQUIREMENT. NO ADDITION TO THE RETAIL/OFFICE SPACE IS
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NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WLL COMPLY WTH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE CLARE.
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 FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
6.ALL UTILITIES TO BE PLACED UNDERGROUND
7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
&HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
9.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.
10. nRELANE 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.
11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
FOR AN S-2 BUILDING UNDER SECTIONS 31 1, USE GROUP S (STORAGE) OF THE
INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98
ACCESSIBIE AND USABLE BUILDINGS AND FACILITIES. DESIGN PROFESSIONAL LICENSED IN
VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMIT -FED FOR PERMIT APPLICATION AND
SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO
THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.)
12. 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 1003113.7 DaM ARFA FOR ASSM FdMM MAN
DOORS OR ACCESSIBLE ROUTE FROM PARKING IS NOT SHOWN ON THE PLAN AT THIS
TIME.
NO NEW LIGHTING, OR EXTENSION OF PUBLIC WATER OR SEWER ARE
PROPOSED.
THE OMER IS RESPONSIBLE FOR MAINTAINENCE AND CARE OF EVERGREEN
SCREENING REQUIRED BY THIS SITE PLAN REVISION AND SP-49-89. FAILURE TO DO
SO IS A ZONING VIOLATION.
ON TM 43-19-43 IS ASSOCIATED WITH THE
MANUFACTURING USE ON TM 43-19-37. A PLAN VERIFYING PLACEMENT OF
STORAGE HAS NO IMPACT ON THE RED BUD RUN 100 YEAR FLOOD ELEV. WAS
APPROVED IN 1995, AND A LAND DISTURBANCE PERMIT ISSUED BY THE FREDERICK
F PUBLIC WORKS.
ORIGINAL SITE PLAN (SP-49-89) FOR TIM 43-19-37 APPROVED 19 DECEMBER
1989. EXISTING BUILDING LAYOUT AND USE MEET THE REQUIREMENTS OF THAT
PLAN. THE OUTDOOR STORAGE SHOWN ALSO COMPLIES NTH THE LIMITS SHOWN
ON THE APPROVED SITE PLAN.
Prune codominant leaders
cross branches
DO NOT stake or wrap
trunk unless necessary .
Remove all togs and labels
Cut away all balling ropes
Remove top of wire basket
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DO NOT prune terminal
leader or branch tips
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Remove container and cut circling ----" Leave solid soil pedestal - do -
roots if container -grown, or as much not dig deeper than ball depth
burlap as possible if field grown
Dig hole 2-3 times root boll width
TREE PLANTER DETAIL
no scale
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2"-3" mulch kept away from trunk
Soil well to contain water
.". . , - . . . :4. UNAMENDED backfill soil
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