HomeMy WebLinkAbout17-09 Winchester Scrap Recycling Center - Stonewall - BackfileGENERAL 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 1 !ss 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.
SITE INFORMA TION
EXISITNG BOUNDARY INFORMATION TAKEN
FROM AVAILABLE LAND RECORDS. SITE
BACKGROUND INFORMATION TAKEN FROM
FREDERICK COUNTY GIS INFORMATION 2009
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/ PROPOSED ENTRANCE
/ TO BE CONSTRUCTED l�
UPON VOOT APPROV
/ v
PIN: 43-A-33
NEWLIN RENTAL INVESTMENTS LLC /
ZONE: M3
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PIN: 43-A-31 / --
SHADE EQUIPMENT COMPANY INC.
ZONE: M1
°XISTNG ENTRANCE
TO BE RELOCATED
L4
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PIN: 15-A-I0
SIP I <HOVITCH RONALO S 4 VELMA B
ZONE: 132/53
PROJECT INFORMATION
PARCEL IDENTIFICATION NO.
43-A-36
STREET ADDRESS:
1302 MARTINSBURG PIKE
PROJECT SITE AREA:
7.87 ACRES
CURRENT ZONING;
M2
CURRENT USE:
RECYCLING
FACILITY
PROPOSED USE:
RECYCLING
FACILITY
SETBACKS:
REQUIRED
PROVIDED
FRONT
75'
50'+
REAR
25'
25'+
SIDE
25'
25'+
MAXIMUM HEIGHT:
60'
LESS THAN 60'
SITE BOUNDARY INFORMATION
VICINITY MAP
SCALE: 1" = 2000'
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C 1
409.86'
1 656.93'
14* 10'21 "
S 60°55'39" W
408.81 '
C2
86.59'
35.00'
141 °45'06"
S 09°28'02" W
66.14'
LINE
BEARING
DISTANCE
L1
S
59°23'22"
E
815.08'
L2
N
55`45'40"
E
297,47'
L3
N
80"20'31
"
E
56.56'
L4
N
61 °24'36
W
99.95'
L5
N
43°57'06
W
40.00'
L6
N
61 °24935
W
616.39'
PN: 43-A-38
PRECISION DRIVE LLC
ZONE: MI
L1 (S 59°23'22" E)
PIN: 43-A-35
WINCHESTER LAND LLC
ZONE: M2
EXISITNG SIDE ENTRANCE
TO BE CLOSED
USED FOR EMERGENCY
ACCE88 ONLY.
L6 (N 61 °24'35" W
PIN: 43-A-385
SUNBELT RENTALS NC - BONNIE CARTER-162
ZONE: M1
----PARK CENTER DRIVE -------- - ----------_- --
PIN: 54A-1-5
QUARLES PETROLEUM INC m
ZONE: 153
C1
PIN: 54-A-36A
FORT COLLIER GROUP 0
ZONE: MI
i• E30 • i• 120
SCALE: 1 .•
2 0 200S
' GREENWAY
FIRE MARSHAL'S NOTE 1 OWNER APPROVAL I FREDERICK COUNTY APPROVAL
Fire lane markings and si$nage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
TRIP GENERATION DATA
CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD
N/A NO ADDITIONAL TRUCKS
Water/
Sewer:
Power:
* TAKEN FROM ITE TRIP GENERATION 7TH EDITION
UTILITY
CONTA CTS
Frederick County Sanitation Authority
Phone:
Verizon
P.O. Box 1877
P.O. Box 17398
Winchester, VA. 22604
Baltimore, MD 21297
(540) 868-1061
(301) 954-6282
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
WINCHESTER LAND LLC.
Project Name:
DATE I FREDERICK COUNTY ZONING ADMINISTRATOR DATE
Project Number:
WINCHESTER SCRAP ENTRANCE PLAN 23875
Magisterial District:
STONEWALL MAGISTERIAL DISTRICT
Owner:
WINCHESTER LAND LLC.
Developer:
SMITH INDUSTRIES
Engineer Certifying Plan:
GREENWAY ENGINEERING
Date of Plan: (Month, Day, Year)
APRIL 21, 2009
Address, Including Zip Code
& Telephone No.
P.O. BOX 64430
2001 KENILWORTH AVE.
WASHINGTON, DC 20029
Address, Including Zip Code
& Telephone No.
P.O. BOX 64430
2001 KENILWORTH AVE.
WASHINGTON, DC 20029
Address, Including Zip Code
& Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
540.662.4185
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DATE: APRIL 21, 2009
SCALE: AS SHOWN
DESIGNED BY: JNT
FILE NO. 2387S
SHEET 1 OF 1
09-11