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GENERAL NOTES
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1. Methods and materials used in the construction of the improvements herein shall conform to the current
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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
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no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
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Control Handbook.
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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.
PROPOSED STORAGE
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
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required under State law.
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5. The exact location of all guard rails will be determined by 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
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
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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.
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6. An approved 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.
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
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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.
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
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on the plans and as required at the field inspection.
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
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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.
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13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
L 0 T 2 7 - 2 HER SHE Y PASTA GR 0 UP WINCHESTER, INC.
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
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condition at all times.
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14. Notification shall be given to the appropriate utility company Prior to construction of water and/or sanitary
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
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and connections to existing lines.
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
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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
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
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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
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result of his construction project within or contiguous to the existing right-of-way.
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
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must be provided to Frederick County Public Works Department prior to issuance of grading 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'
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project. The relocation should be done prior to construction.
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20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
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engineer must be notified immediately.
No.022837
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved Dian.
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22. Controlled fills shall be compacted to 95% of maximum density as determined by method 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
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geotechnical report has been prepared, it should supersede the requirements in this note.
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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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
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Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
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24. All utilities to be located underground.
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25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
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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.
SURVEY AND TOPOGRAPHIC INFORMA TION
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3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
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1. Boundary survey was performed by:
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4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
- GREENWAY ENGINEERING Dated: SEPT. 30, 1999
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BOWMAN CONSULTING Dated: APRIL 20 , 2005
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5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
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6. When an existing water main is tapped for the installation of anew line:
performed y: Dated:
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a) The Authority shall furnish all labor and material.
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b) The contractor must:
1. make application and pay deposit
3. Aerial topographic mapping performed by:
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2. mark the tap location.
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3. coordinate installation with the engineering -assistant.
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7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
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8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
FIRE MARSHALL S NOTE APPROVAL
«,I;,,, ,, �,,. The foregoing Site Plan of the land of
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It is the contractor's responsibility to have the meter box assembly installed correctly.
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Before a permanent meter is installed:
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is with the free consent and in accordance with the desires
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a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b) The frame be to final
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Fire lane markings and signage:-�,LoCty
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and cover shall set grade.
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c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
Any Parking" signs and yellow painted curb locations will be installed KEDERICK COUNTY ZONING ADMINISTRATOR 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)
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YEARS FROM THE DATE OF PLANNING APPROVAL
DATETRIP
9. For water and sewer services that connect to existing lines:
GENERATION DATA Project Name:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
Project Number:
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
WINCHESTER PASTA, L.L.C.
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
N/A NO ADDITIONAL TRUCKS
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
Magisterial District:
Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals.
STONEWALL
7
OCTI. 71 2006
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.
* TA EN FROM ITE TRIP GENERATIO1 7TH EDITION Owner:
Address, Including Zip Code & Tele:phone No.
DATE: 10/17/06
300 PARK CENTER DRIVE
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
UTILITY CONTACTS WINCHESTER PASTA L.L. C. WINCHESTER, VA 22604
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
540.722.9830 EXT. 108
,
SCALE: 1 =100
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
Water/ Frederick County Sanitation Authority Phone: Verizon
remotes are required.
Sewer: P.O. Box 1877 P.O. Box 17398 Developer:
Address, Including Zip Code & Telephone No.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282 WINCHESTER PASTA, L.L. C.
300 PARK CENTER DRIVE
WINCHESTER, VA 22604
DESIGNED BY:
MDS
FILE NO.
0985N
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan:
540.722.9830 EXT. 108
Address, Including Zip Code & Telephone No.
HANDICAPPED PARKING NOTE
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111 CREENWAY ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VA 22602
SHEET
1 OF
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Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
540.662.4185
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CENERAL NOTES
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
(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 by VDOT personnel. "A joint inspection will be held
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. An approved set of plans and all applicable permits must be available at the construction site. Also, a
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).
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.
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
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 County Public Works Department prior to issuance of grading and/or site
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.
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.
24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
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. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. 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 contractor must:
1. make application and pay deposit
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
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 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.
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 1/2" and 2" water 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.
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.
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
16.00'
PROPOSED
HEIGHT OF NEW
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FIRE MARSHALL I S NOTE
10.00'
SrALE > "=10'
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HERSHEY PASTA GROUP WINCHESTER, INC.
DB 828 PG 1627
ZONE: M- 9 USE: IND.
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VICINITY MAP
SCALE: 1" = 2000'
VICUNITY MAP
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1 " = 2000'
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Home Park
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
TRIP GENERATION DATA
CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD
N/A NO ADDITIONAL TRUCKS
* TAKEN
FROM ITE TRIP
GENERATION
7TH EDITION
UTILITY CONTA CTS
Water/ Frederick County Sanitation Authority Phone:
Verizon
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
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APPROVAL
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FREDE I K COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
Project Name:
Magisterial District:
STONEWALL
Owner:
WINCHESTER PASTA, L.L.C.
Developer:
WINCHESTER PASTA, L.L.C.
Engineer Certifying Plan:
CREENWA Y ENGINEERING
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WINCHESTER PASTA, L.L.C.
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No.022837
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SIGNAL
SURVEY AND TOPOGRAPHIC LYFORMA TION
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1. Boundary by:
survey was performed
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GREENWAY ENGINEERING Dated: SEPT. 30, 1999
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BOWMAN CONSULTING Dated: APRIL 20 2005
2. Aerial, horizontal and vertical control surveys were
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performed by: N/A Dated:
(Year)
3. Aerial topographic mapping performed by::
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The foregoing Site Plan of the Land of
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is with the free consent and in accordance with the desires
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of the undersigned owners, properties and trustees if any.
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DATE
Project Number:
Date of Pl+an: (Month, Day, Year)
OCT. >7, 2006
Address, Including Zip Code & Telephone No. DATE: 10/17/06
300 PARK CENTER DRIVE
WINCHESTER, VA 22604
540.722.9830 EXT. 108 SCALE: 1"=100'
Address, Including Zip Code & Telephone No.
300 PARK CENTER DRIVE DESIGNED BY: MDS
WINCHESTER, VA 22604
540.722.9830 EXT. 108 FILE NO. 0985N
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE SHEET 1 OF 1
WINCHESTER, VA 22602
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GENERAL NOTES
1 0.0 0 '
VICINITY MAP
45
1. Methods and materials used in the construction of the improvements herein shall conform to the current
SCALE: 1" = 2000'
Z
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
in the Virginia Erosion Sediment
E X I S I T N G
Do
no way relieves the developer or his agent of the responsibilities contained and
VICINITY MAP
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Control Handbook.
SILO
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Frederick County to in State right-of-way.
PROPOSED 0 STORAGE
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(VDOT) and prior construction existing
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
HEIGHT 0 F NEW AREA
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required under State law.
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5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
Regional �Ooo �'�. 69
CD
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
N E W EXISTING
��` jail
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
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6. An approved set of plans and all applicable permits must available at construction site. a
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representative of the developer must be available at all times.
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
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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 section prepared by Greenway Engineering and approved by the owner.
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pavement
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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.
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
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be minimum 6" diameter and conform to VDOT standard SB-1.
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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.
54 -A - 3 6J
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
L 0 T 27- 2 HER SHE Y PA S TA GR 0 UP WINC.HE S TER,
INC.
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
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condition at all times.
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
lines. Information be from the
sewer should also obtained appropriate authority concerning permits, cut sheets,
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and connections to existing lines.
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15. All sewers and water mains and appurtenances shall be constructed in accordance with the current
LOT 2 7 - 1
sanitary
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
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
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result of his construction project within or contiguous to the existing right-of-way.
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
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must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
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development permits.
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his,j,TH
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project. The relocation should be done prior to construction.
20. These identify the location known Gravesites shown on this will be
plans of all gravesites. plan protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
MARK D. SMITH
engineer must be notified immediately.
No.022837 W
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
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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
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geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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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.
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24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
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Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
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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.
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SURVEY AND TOPOGRAPHIC INFORMATION
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3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
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1. Boundary by:
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survey was performed
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4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
GREENWAY ENGINEERING Dated: SEPT. 30-1999
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5. The tie-in line to by drilling the
BOWMAN CONSULTING Dated: APRIL 20 , 2005
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contractor shall a new sewer an existing manhole core manhole.
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2. Aerial, horizontal and vertical control surveys were
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6. When an existing water main is tapped for the installation of a new line:
performed by: N/A Dated:
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a) The Authority shall furnish all labor and material.
(Year)
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b) The contractor must:
make application and deposit
I 3. Aerial topographic mapping performed by:
a1.
pay
N/A Dated: N/A
to
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
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7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
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8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
FIRE MARSHALL'S NOTE APPROVAL
The foregoing Site Plan of the land of
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It is the contractor's responsibility to have the meter box assembly installed correctly.
WINCHESTER PASTA
is the free
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Before a permanent meter is installed:
with consent and in accordance with the desires
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a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
Fire lane
of the undersigned owners, properties and trustees if any.
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.
markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed FREDERICK COUNTY ZONING ADMINISTRATOR 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)
V
YEARS FROM THE DATE OF PLANNING APPROVAL DATE
9. For water and sewer services that connect to existing lines:
TRIP GENERA TION DA TA Project Name:
Project Number:
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.
CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD
WINCHESTER PASTA, L.L.C.
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
N/A NO ADDITIONAL TRUCKS
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
Magisterial District:
Date of Plan: (Month, Day, Year)
meter.
The Authority will install all sewer laterals.
STONEWALLOCT.e)
OCR / /ry
, 2006
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.
* TA EN FROM ITE TRIP GENERATIONI 7TH EDITION Owner:
Address, Including Zip Code & Telephone No.
DATE: 10/17/06
300 PARK CENTER DRIVE
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
UTILITY CONTACTS WINCHESTER PASTA, L.L.C. WINCHESTER, VA 22604
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
540.722.9830 EXT. 108
SCALE: 1"=100,
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: Developer:
Address, Including Zip Code & Telephone No.
DESIGNED BY:
MDS
remotes are required.
P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297 300 PARK CENTER DRIVE
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and
(540) 868-1061 (301) 954-6282 WINCHESTER PASTA, L.L.C.
WINCHESTER, VA 22604
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
Power: Allegheny Power Gas: Shenandoah Gas Co.
540.722.9830 EXT. 108
FILE NO.
0985N
P.O.Box 1458 P.O. Box 2400 Engineer Certifying Plan:
Address, Including Zip Code &Telephone No.
151 WINDY HILL LANE
HANDICAPPED PARKING NOTE
SHEET 1 OF 1
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING
WINCHESTER, VA 22602
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
540.662.4185
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