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CENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY .SAP a
__ _
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1 = 2000 Z
County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - - - _
- 33
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a -
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the: most stringent shall -® w' °`'• ' ' "
EXISTING INDEX CONTOUR 330
construction, govern. ,•�-q 1 ' - •, eq / - • '� 4� °
must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 '• „�� , „e'
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EX E/p -*� ? o �� w" UJ
Control Handbook. Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EXISTING EDGE OF PAVEMENT bz e,A a� N , ,
PROPOSED EDGE OF PAVEMENT PROP E/P g .. � P 6 Z
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working within VDOT right-of-way, all traffic control, whether permanent -or temporary, shall be in - Q`• "' "� �!�
P P Y, EX G d G
(VDOT) and Frederick County prior to construction in existing State right-of-way. accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control EXISTING CURB AND GUTTER a4 ��€ SITE " "t •! aaa a �%
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. - s7s t. ' 3 ate" Z
PROP Gff G 5� ' � ._ �
required under State law. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic PROPOSED CURB AND GUTTER 7 ��w 4 ,i aya, ", f " e4
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signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the TRANSITION FROM CG-6 TO CG-6R �'� " �► `� " \ N '"
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held sole responsibility of the developer to locate and identify utility facilities or items iLhat may be in conflict �e� -� A �» m �:• � � '
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation with the proposed osed construction activity. VDOT a roval of these lans does not indemnif the develo� er from EXISTING TELEPHONE LINE ' ' ' �� nt M 0
VDOT to determine if and where guard rail and of awed ditches will be needed. The developer will beresponsibility.
P P y' PP P Y P �' �%'
(VDOT) g / P P this res onsibilit m Lo
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to O / o,
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject EXISTING STORM SEWER EX, 15" RGP '' '' ` ' _ _ �� 0 1
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision , Z x ►n
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a shall be the responsibility of the developer. PROP. 15" RGP 10 n • ,,, ' :' 'l p
representative of the developer must be available at all times. PROPOSED STORM SEWER " „ • • •+ '0 • -'R; �; : '" �� ' �'� o o
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use >„ , / ...\ i a�od $-.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic permits for any work within VDOT right-of-way. EXISTING SANITARY SEWER
Control Devices (MUTCD). PROPOSED SANITARY SEWER n a
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held �T �T E•
8. All unsuitable material shall be removed from the construction limits of the roadway before placing by the engineer and/or developer with the attendance of the contractor, various County agencies, utility EXISTING ELECTRIC SERVICE SHEET INDEX
embankment. companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE P Pv, u,
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any o
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required EXISTING GAS LINE N ai
or requested inspection. a ,� >
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated PROPOSED GAS LINE G G $"
on,,:the plans and as required at the field inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent 9 W U2
public roadway via a construction entrance that is constructed and maintained in accordance with Section PROPERTY LINE
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
be minimum 6" diameter and conform to VDOT standard SB-1. by this project shall be maintained through construction. The Developer shall have, within the limits of the FLOW LINE ... .... -.- .... ... 1.) COVER SHEET
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion _L__ 2.) SITE PLAN E-
FENCELINE * �
12. Construction debris shall be containerized in accordance with the Virginia Litter Control .Act; no less than and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous �
one litter receptacle shall be provided at the construction site. basis for proper installation and operation. Deficiencies shall be promptly rectified, EXISTING POWER POLE
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13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING TELEPHONE POLE b W V
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take of construction.
whatever measures are necessary to insure that the streets are maintained in a ,clean, mud and dust free EXISTING WATERLINE W/ TEE ' T' ® O Z
condition at all times. Vil. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum Ta r� a Z
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict PROPOSED WATERLINE W/ TEEy y H Z
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary points.
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut EXISTING FIRE HYDRANT
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sheets, and connections to existing lines. 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. EXISTING WATER VALVE W a
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved A
standards and specifications of the Frederick County Sanitation Authority. by VDOT. PROPOSED WATER METER ® W
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT EXISTING REDUCER 5
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PROPOSED REDUCER a
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing present to insure the sample obtained is representative of the location. When soil samples are submitted to
utility verification and the proposed construction. private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project STOP SIGN ° 0
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards W
HANDICAP RAMP (CG-12) 11-1
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a and procedures. h LO �
result of his construction project within or contiguous to the existing right-of-way. DENOTES LOCATION OF STD VDOT
P j g g g Y• D 0 IURIgDICTI ON�, A
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compactedU CONSTRUCTION
18. When grading is proposed within easements of utilities, letters of permission from all involved companies in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within PARKING INDICATOR
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the INDICATES THE NUMBER OF TYPICAL PARKING SPACES f�
development permits. direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
® OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONINfG ADMINISTRATOR PRIOR TO CONSTRUCTION
T /a� TON
19. The developer will be responsible for the relocation of any utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless TEST PIT LOCATION
specified otherwise. PROd ECT INFOR1fYlA Td
project. The relocation should be done prior to construction.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected specified by VDOT. HANDICAP PARKING U MARK D. SMITH
in accordance with state law. In the event gravesites are discovered during construction, the owner and PARCEL INFORMATION: ~0 No, 022837
engineer must be notified immediately. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VEHICLES PER DAY COUNT 100
VDOT minimum design standards and is the responsibility of the developer. PIN: TM 63-6-2
21. The contractor is to verify field conditions prior to and during construction a d notify Greenway Engineering PROPOSED BUILDING ENTRANCE
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be SITE AREA: 3.2 ACRES `SIGNAL
installed by the developer or, at VDOT's discretion, by VDOT on an account receivablle basis following the
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard Manual On Uniform Traffic Control Devices. EXISTING STREET LIGHT DIST. AREA: 0.3 ACRES
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
geotechnical report has been prepared, it should supersede the requirements in this note. start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way PROPOSED STREET NAME SIGN + ZONING: M-1 LIGHT INDUSTRIAL DISTRICT co
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices PROPOSED SANITARY LATERAL CLEANOUT
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating may be obscured. CURRENT USE: OFFICE &PROCESSING FACILITYIMM
Pr blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement SANITARY MANHOLE IDENTIFIER 12
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. PROP. USE: FREEZER EXPANSION U
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 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 STORM DRAIN STRUCTURE IDENTIFIER O6 SETBACKS: FRONT: 75' 0
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking REAR: 25 In
depths, a VDOT representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip. SIDE: 25'
EASEMENT LINE
FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge 0CENTERLINE BLDG. HEIGHT: 60'
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be EXISTING SPOT ELEVATION 12.0 BLDG. AREA: 2,400 S.F. OFFICE AREA cc
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the E-i
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. PROPOSED SPOT ELEVATION 715 3 11,250 S.F. EX. MANUFACTURING AREA a ram•)
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger EXISTING THE LINE 2,500 S.F. PROPOSED FREEZER EXPANISION
requirements. shall be explored below the bottom of the excavation to determine the type and condition of the foundation. 13,750 S.F. MANUFACTURING AREA J ® >
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to E-"
4. The contractor shall coordinate with, and arrange for inspection by, the Authority. placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, 0 UERS CERTIFICATE FLOOR AREA RATIO: 0.125 w
or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
5. When an existing water main is tapped for the installation of a new line: stabilization shall be determined by the engineer and approved by VDOT. The foregoing Site Plan of the land of
a) The Authority shall furnish all labor and material. U
b) The developer/contractor must: V22. Approval of these plans shall expire three (3) years from the date of the approval letter. VALLEY BIOMEDICAL PRODUCTS AND SERVICES INC. ® H
1. make application and pay deposit is with the free consent and in accordance with the desires W 0
2. mark the tap location. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these :plans and/or as specified of the undersigned owners, properties and trustees if any. '> W
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. by VDOT. O 0 W W
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in W Q
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after DATE O W W
LL
grading is mostly complete. P4
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. �r APPROVAL
It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. FIRLARSHALL �S NOTE �' i:tfi r - a•:
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. Fire lane markings and signage:
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Y " g�� g Y P
An No Parkin si ns and allow ainted curb locations will be installed FREDERICK COUNTY ZONING ADMINISTRATO DATE
d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshall's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) C)5
9. For water and sewer services that connect to existing lines: YEARS FROM THE DATE OF PLANNING APPROVAL
TRIP GENERA TION DATA Project Name: Project Number: J
a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. VALLE
Y �^7 ,��T���FREEZ"'R
EXPANSION
b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS *TRIP RATE TRIP RATE USE VPD Bpl,/j 1 �D/�// 1 4584
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. Magisterial District: Date of Plan: (Month, Day, Year)
The contractor shall furnish and install the meter vault assembly. The Authority will install the meter.
e) The Authority will install all sewer laterals. BACK CREEK MAGISTERIAL DISTRICT
11 09 05
10. 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. * T N FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 11/02/05
121 INDUSTRIAL DRIVE
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector UTILITY CONTACTS VALLEY BIOMEDICAL PRODUCTS & SERVICES, INC. WINCHESTER, VA 22602
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. 868-0800 SCALE: N/A
Radio read remotes are required. Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
Winchester, VA. 22604 Baltimore, MD 21297 SAME SAME DESIGNED BY. BDP
(540) 868-1061 (301) 954-6282
.HANDICAPPED PARKING NOTE Power: Allegheny Power Gas: Shenandoah Gas Co. FILE N0. 4584
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 2
Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCH[ESTER, VA 22602
no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 05-89
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-2 (ASPHALT)
4 (STONE BASE)
aSED ON CBR VALUE
:TION SUBJECT TO
ASED ON FINAL TEST
- SU5GRADE MATERIALS.
SIT
SECTION
8"x8"x'/4" STEEL PLATES
TO RECEIVE 6" NO. "T"
HINGES
6"xfo" CEDAR POSTS W/
STL. COLUMN BASE
GRADE
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X*' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINIE
OF POSTS. j�j
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3. ATTACH THE FILTER FABRIC TO TIRE WIRE
FENCE AND EXTEND IT INTO THE: TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FLOW G
EXTENSKON OF FABRIC AND WIRE INTO THE TRENCH
SOURCE: Adapted from Installation oft Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
kmood k ifent
PLANTING BALLED -&-B URLAPPED
& CONTAINER -GROWN TREES
1
III III
GARDEN HOSE
AND WIRE
5X DI*. OF
PLIANT AT THE SAME DEPTH AS WHEN
PREVIOUSLY GROWN (SLIGHTLY HIGHER
IN POORLY-DRAJNED SOILS). SPREAD
OUfT ROOTS OF BARE -ROOT SPECIMENS.
PREPARE WATERING
DEPRESSION INSIDE
EXCAVATED AREA
PLANTING SOIL MIXTURE
TREE WRAP AND
STRING TIE
STAKES MAY
HAVE TO 'BE
ANGLED TO GARDEN HOSE
AVOID DAMAGE DRIVE STAKES
TO ROOT BALL AT SAME
/ TURNBUCKLE ANGLE AS
r I UY WIRE
�_ JI ANCHOR (LOG,
BRICK, ETC.)
VARIABLE, EQUAL
TO DEPTH OF ROOT
BALL: ALLOWS IT TO
SIT ON UNDISTURBED
GROUND
TREES UNDER 20' TREES OVER 20'
SOURCE: VA. DEPTARTMENT OF FORESTRY PLATE 3.37-5
I_ANDSCAPING TABULATIOMS:
REQUIRED: I TREE FOR EVfERY 2,000 SF
OF IMPERVIOUS) AREA.
IMPERVIOUS AREA 3,300 SF
TREES REQUIRED - 2?
TREES PROVIDED - ,2
4" SQ. STL. TUBING - ALL COWERS AND
CENTERS TO BE SHOP WELDED W/ (PLATES
BEHIND WELD POINTS
DUMPSTER G,4T'E DETAIL
(NOT TO SGALE)
Wo ROUGH SAWN CEDAR PLANKS
T3 311x'/4"x9'0"
GATE POST
BAR LATCH AND
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DATE: 11/02/05
SCALE: 1" = 30'
DESIGNED BY: BDP
FILE NO. 4584
SHEET 2 OF 2
05-89
I
GENERAL NOTES
VDOT GENERAL NOTES
LECEND
VICINITY MAID
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. Ana roved set of plans and all applicable permits must be available at the construction site. Also, a
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representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).Lo
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
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 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, whether 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 osed construction activity. VDOT a roval of these lans does not indemnif the develo developer from
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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.
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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
EXISTING INTERMEDIATE CONTOUR
'' - 33' `� -
EXISTING INDEX CONTOUR -- 330
PROPOSED CONTOUR 40
EX E/P
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT PROP E/P
EX GAG
EXISTING CURB AND GUTTER
PROP G4G
PROPOSED CURB AND GUTTER
G649 GG-bR
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE T T
EXISTING STORM SEWER _ EX. 15�� RGP
PROP. 15" RGP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE P P
EXISTING GAS LINE
PROPOSED GAS LINE G Gq
SCALE: 1" = 2000'
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public roadway via a construction entrance that is constructed and maintained in accordance with Section
PROPERTY LINE
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control .Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a .clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
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 when possible shall 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
FLOW LINE .......
FENCELINE �--�
EXISTING POWER POLE d
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE`- ° �'
PROPOSED WATERLINE W/ TEE ! T i
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER ®
EXISTING REDUCER
PROPOSED REDUCER
1.) COVER SHEET
2.) SITE PLAN
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick Count Public Works Department prior to issuance of radio and/or site
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development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
present to insure the sample obtained 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 b VDOT and that testing shall be performed in accordance with all applicable VDOT standards
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and procedures.
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 AASH170 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 an entrances and mailboxes within an dedicated street right-of-way shall meet
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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 s?iall 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
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STOP SIGN
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
JURIsp TION�,
suAID 0 COE UR&
PARMG INDICATOR Al2
INDICATES THE NUMBER OF TYPICAL PARIffNG SPACES
TEST PIT LOCATION
HANDICAP PARIOG
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN -�-
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THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
r�
MARK D. SMITH
No,022837 �
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JECT INFORMATION
PROT
PARCEL INFORMATION:
PIN: TM 63-6 2
SITE AREA: 3.2 ACRES
DIST. AREA: 0.3 ACRES
ZONING: M-1 LIGHT INDUSTRIAL DISTRICT
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
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 otherwise. In addition to checking
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
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 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 b the en sneer and a roved b VDOT.
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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 proposedi 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.
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER 0
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION 12.0
PROPOSED SPOT ELEVATION 115 3
EXISTING THE LINE
CURRENT USE: OFFICE & PROCESSING FACILITY
PROP. USE: FREEZER EXPANSION
SETBACKS: FRONT: 75'
25
SIDE: 25'
BLDG. HEIGHT: 60'
BLDG. AREA: 2,400 S.F. OFFICE AREA
11,250 S.F. EX. MANUFACTURING AREA
2,500 S.F. PROPOSED FREEZER EXPANSION
,750 SFMANUFACTURING AREA
13..
FLOOR AREA RATIO: 0.125
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FCSA CONSTRUCTION NOTES
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
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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 to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
0 WNERS CERTIFICA TF
The foregoing Site Plan of the land of
VALLEY BIOMEDICAL PRODUCTS AND SERVICES, INC.
is with the free consent and in accordance with the desires
of the undersigned owners, properties and trustees if any.
DATE
APPRO VAL
FIRE MARSHALL S NOTE
�
FR DERICK COUNTY ZONING ADMINISTRATOR DATE"
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
Fire lane markings and sianage:
" Any No Parkingsigns and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
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.
YEARS FROM THE DATE OF PLANNING APPROVAL
TRIP GENERA TIDN DA TA
Project Name:
r LLE Y BIOMEDR-7 14 FREEZER EXPANSION
Project Number:
4584
CLASS
USE
DWELLING UNITS
*TRIP RATE
TRIP RATE USE
VPD
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
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d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line.
Magisterial District:
Date of Plan: (Month, Day, Year)
The contractor shall furnish and install the meter vault assembly. The Authority will install the meter.
e) The Authority will install all sewer laterals.
BACK CREEK MAGISTERIAL DISTRICT
11 09 05
10. 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.
* T
N FROM ITE TRIP GENERATIO
7TH EDITION
DATE: 11 02 05
Owner:
Address, Including Zip Code & Telephone No.
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121 INDUJSTRIAL DRIVE
UTILITY CONTACTS
SCALE: N/A
11. 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.
q
VALLEY BIOMEDICAL PRODUCTS & SERVICES, INC.
WINCHES'TER, VA 22602
868-08010
Water Frederick Count Sanitation Authority Phone: Verizon
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Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
.Virginia Utility Protection Service 1-800-552-7001
Developer:
SAME
Address, Including Zip Code & Telephone No.
SAME
DESIGNED BY: BDP
HANDICAPPED PARKING NOTE
FILE N0. 4584
Engineer Certifying Plan:
GREENWAY ENGINEERING
1
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHES'TER, VA 22602
1 (540) 662-4185
SHEET 1 OF 2
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
1 05-89
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NM=79 23�' Ex. F.H.
INV. IN=79 47 158.00' _EX. 330.04' SAN. SE7rER 1& 2.95!
RIM=787,32
1 INV. OUl=X90.37 �— _- ___ ___ — _ - = -- = Saddle 4"0 Inv, ir=785.70 +/- 1N'J. IN y!g4.62.
Connection (Top of Roe) INb' Qir1T=�780.5�`
2,5' BUILDING SETBACK �
SM-2A (ASPHALT)
" BM-2 (ASPHALT)
" 21-A (STONE BA5E)
:N BASED ON CBR VALUE
SECTION SUBJECT TO
COMPACTED CHANGE BASED ON FINAL TEST
5U5GRADE OF ACTUAL SU5GRADE MATERIALS.
COMPACTED TO 135% DEN5ITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
TYFICAL PAVE" PENT 5ECTION
(NOT TO SCALE)
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PROP. FREEZER EXP.
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Service N „ _ PAVEMENT 43 �`2' fdOC 5 XISTXN(c3
Meter Box & Lid (Coppizr, Type "h") --- _. f C N
95.2 LOA ING 4.5 R
CG'=6R DITCH Pr Du�(ip er
I (�Iat) SPACE 42 2 & Wd: It ce
of h (T BE C3 ro "�� -- r x Enclo:� .
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PAVIrMENT i 90 ,,..' .• cn / �"
78' °t3UILDIr�1G SETBACK' 9 r o GATE TO BE
(n 0 �---- 30.96' � i ss.s REPgAIREDCL
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,',UJUST F.H. AS NEEDED
T4 FINI, /r] GRADE
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SIGHT D(ST iofCE= 4� _ x - �,. t �1" x, � �,..-.
TO INTX. OF RTE. 651 TO INTX. 6F' R-EE- ..._.y'
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Inv. In - 792,00 Inv. Out = 788.50 Inv. In = 7,6 00 Section ° Out l781700 Section
( , --- Ex. Entrance ,
9A;YSC.'V 1W SiMOVTS
J PIN.- 7 --A-IA
,09 776, Pg. 16'99
USE' CGIP�4>� RC14Z � � 1NDUSiR14Z
30 15 0 30 60
SCALE: I" = 30'
6"x8"x1/4" STEEL PLATES
TO RECEIVE 6" NO. "T"
HINGES
6"x6" CEDAR P05TS W1
STL. COLUMN BASE
GRADE
CONSTRUCTION OF A SILT FENCE
(WITH iWIRE 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 WIFRE
FENCE AND EXTEND IT INTO THE TREN(CH.
4
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
F1:e,.�r_
EXTENSION OF' FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from InstaUation of Straw and Fabric Fflter Barriers forSediment o o , PLATE. 3.05-1
& nog h Iyant
PLANTING BALLED-&-BURLAPPED
& CONTAINER -GROWN TREES
�II II�
GARDEN HOSE
AND WIRE
5X DIM. OF
THE SAME DEPTH AS WHEN
Y GROWN (SLIGHTLY HIGHER
—DRAINED SOILS). SPREAD
i OF BARE —ROOT SPECIMENS.
PREPARE WATERING
DEPRESSION INSIDE
EXCAVATED AREA
PLANTING SOIL MIXTURE
TREE WRAP AND
STRING TIE
STAKES MAY
HAVE TO BE
ANGLED TO GARDEN HOSE
AVOID DAMAGE DRIVE STAKES
TO ROOT BALL AT SAME
TURNBUCKLE ANGLE AS
I UY WIRE
J--If ANCHOR (LOG,
BRICK, ETC.)
• VARIABLE, EQUAL
TO DEPTH OF ROOT
BALL. ALLOWS IT TO
SIT ON UNDISTURBED
GROUND
TREES UNDER 20' • TREES OVER 20'
SOURCE: VA. DEPTARTMENT OF FORESTRY PLATE 3.37-5
LANDSCAPING; TABULATIONS:
REQUIRED: 1 TREE FOR EVERY 2,000 5F
OF IMPERVIOUS AREA.
IMPERVIOUS AREA - 3,300 5F
TREES REQUIRED - 2
TREES PROVIDED - 2
4" 5661. STL. TUBING - ALL CORNERS AND
CENTER: TO BE SHOP WELDED W1 PLATES
BEHIND LELD POINTS
lx(o ROUGH SAWN CEDAR PLANKS
6'0" 6'0°
DUMPSTER GATE DETAIL
(NOT TO SCALE)
T3 3"xI/4"xg,0"
GATE POST
BAR LATCH AND
5RACKETS
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DATE: 11/02/05 1
SCALE: 1" = 30'
DESIGNED BY: BDP
FILE NO. 4584
SHEET 2 OF 2
05-89