HomeMy WebLinkAbout42-99 Stonewall Industtrail Park - Lot 28 - Backfile (2)0
CENTRAL NOTES
MOT GENERAL NOTES
LEGEND
VICINITY MAP
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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.
EXISTING INTERMEDIATE CONTOUR------33 ---- --"-" �
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
Vl. All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
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Control Handbook.
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
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plans, the most stringent shall govern.
PROP E/P
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
PROPOSED EDGE OF PAVEMENT
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
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EXISTING CURB AND GUTTER -� -
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
Safety & Health Administration and VOSH Rules & Regulations.
PROP C&G
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required under State law.
V3. When VDOT traffic
PROPOSED CURB AND GUTTER
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working on right-of-way, all control, whether permanent or tempora0
ry,
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5.
The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held
shall be in accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE -
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
PROPOSED TELEPHONE LINE - T
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Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications.
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V4. Design features relating to construction or to regulation, control and safety of traffic may
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EX. l�' RCP
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER _
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representative of the developer must be available iat all times.
V5.
PROP 15 RCP
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Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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7.
Warning signs, markers, barricades or flagmen shoinld be in accordance with the Manual on Uniform Traffic
land use permits for any work on VDOT right-of-way.
EXISTING SANITARY SEWER
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Control Devices (MUTCD).
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V6. If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
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All unsuitable material shall be removed from the construction limits of the roadway before placing
arranged and held by the engineer and/or developer with the attendance of the
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embankment.
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING ELECTRIC SERVICE - - -
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9.
All pavement sections on the approved plans are biased on a minimum CBR value of 6. CBR values less
PROPOSED ELECTRIC SERVICE
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V7• Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
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any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
inspection.
on the plans and as required at the field inspection.
PROPOSED GAS LINE
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11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
V8. The Contractor will be responsible for maintaining adequate access to the project from the
PROPERTY LINE -
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be minimum 6" diameter and conform to VDOT standard SB-1.
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02.
FLOW LINE
12.
Construction debris shall be containerized in accordance with the Virginia Latter Control Act; no less than
Furthermore, access to other properties affected by this project shall be maintained
PROJECT INFORMATION
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one litter receptacle shall be provided at the construction site.
through construction.
FENCELINE - ----'- `� -maxi--'�- ��
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PARCEL IDENTIFICATION NO. TM 43 - ((19)) - 51
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
EXISTING POWER POLE
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
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STREET ADDRESS:
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
and at the end of construction.
EXISTING TELEPHONE POLE
TOTAL AREA: 11.9654 AC
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condition at all times.
V10.
EXISTING WATERLINE lY/ TEE
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DISTURBED AREA: 11.17 AC
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All water and sewer lines within existing or proposed VDOT right-of-way are to have
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CURRENT ZONING: M-1
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14.
• Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE
CURRENT USE: VACANT
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sewer lines. Information should also be obtained ifrom the appropriate authority concerning permits, cut
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sheets, and connections to existing lines.
Vll. Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
PROPOSED USE: OFFICE/WAREHOUSE
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
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standards and specifications of Frederick County amd/or the Frederick County Public Service Authority.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
MAXIMUM PROPOSED PARKING CALCULATIONS
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16.
The location of existing utilities shown in these plains are taken from existing records. It shall be the
V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
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BUILDING HEIGHT: 60 FEET 35 FEET
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contractors responsibility to verify the exact horizontalPROVIDED:
and vertical location of all existing utilities as needed
prior to placement of fill.
EXISTING REDUCER - -"�-
160 SPACES
REQUIRED REQUIRED: 1/EMPLOYEE (WAREHOUSE) =130
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
PROPOSED REDUCER
BUILDING SETBACKS: FRONT: 75 FEET 1 /250 SF (7,490 SF OFFICE) =30
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utility verification and the proposed construction.
V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
SIDE: 25 FEET TOTAL SPACES: =160
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17.
The developer will be responsible for any damage too the existing streets and utilities which occurs as a
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be compacted in 6 lifts to 95% of theoretical maximum density as determined by
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REAR: 25 FEET 160 TOTAL SPACES
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result of his construction project within or contiguous to the existing right-of-way.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
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VEHICLES PER DAY COUNT
100
MIN. REQUIRED H.C. SPACES = 7
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
REQUIRED -
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
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performed by a qualified independent agency shall be conducted as required in the VDOT
PROPOSED STREET NAME SIGN
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PARKING SETBACKS: FRONT: 25 FEET LOADING CALCULATIONS
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must be provided to Frederick Count Public Service Authority prior to issuance of grading and/or site
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Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PROPOSED SANITARY LATERAL CLEANOUT
SIDE: 5 FEET PROVIDED: 1
development permits.
final VDOT approval.
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REAR: 5 FEET REQUIRED: 4 SPACES
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The developer be for the of any utilities which is required as result of his
SANITARY MANHOLE IDENTIFIER
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(1 /40 000 SF (WAREHOUSE))
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will responsible relocation a
V14. VDOT Standard CD and LTD underdrains shall be installed where indicated on these plans
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project. The relocation should be done prior to construction.
and further where determined necessary by VDOT Inspector.
LANDSCAPE TABULATIONS F.A.R. CALCULATIONS
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STORM DRAIN STRUCTURE IDENTIFIER
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20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
SITE AREA: 11.9654 AC
in accordance with state law. In the event graves;ites are discovered during construction, the owner and
shall meet VDOT minimum design standards and is the developers responsibility.
IMPERVIOUS AREA: 8.26 AC 359,866 SF PROPOSED PHASE: FAR BLDG. AREA
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engineer must be notified immediately.
EASEMENT LINE
PARKING: PROPOSED PHASE I: 0.15 78,721 SF
21.
The contractor is to verify field conditions prior toy and during construction and notify Greenway Engineering
V16. If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERLINE
PAVED/GRAVEL: 202,850 SF PROPOSED PHASE II: 0.19 100,021 SF
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
12.0
BUILDING: PROPOSED PHASE III: 0.30 157,016 SF
acceptance of work. Unit and total prices may be obscured.
EX SPOT ELEVATION
OFFICE: 7,490 SF FINAL FAR:
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
PROPOSED SPOT ELEVATION
+
'ISTING
0.30 157,016 SF
WAREHOUSE: 149�,526 SF
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
3
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LANDSCAPE OPEN SPACE: 3.71 AC (31.0%)
professional engineer and results submitted to Frederick County prior to pavement construction. Iff a
markings must be installed by the developer or, at VDOT`s discretion, by VDOT on an
EXISTING TREE DRIP LINE
geotechnical report has been prepared, it should supersede the requirements in this note.
account receivable basis.
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
PLANTING REQUIREMENTS
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PARKING PERIMETER: 1 TREE/40 LF
of excavation or demolition. Names and telephone' numbers of the and operators underground utility lines
PROPOSED PERIMETER LENGTH:
in Frederick County appear below. These numbers; shall also be used to serve in an emergency condition.
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TREES REQUIRED: 4TREES
(4111
24.
The building shall comply with the Uniform StatewLde Building Code and section 311, use group S (storage)
of the BOCA National Building Code/1996. Other codes that apply are CABO a117.1-92 Accessible and Usable
INTERIOR PARKING LOT: 1 TREE/10 SPACES
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Building and Facilities.
TOTAL SPACES: 160 SPACES
25.
Handicapped parking shall have a minimum 8' wide: van accessible parking space with an 8' wide striped loading isle.
TREES REQUIRED: 16 TREES
26.
27.
The building shall comply with all current and applicable ADA access and egress requirements.
All improvements shall be located underground.
TOTAL REQUIRED TREES: 56 TREES
new public utility
TOTAL PROVIDED TREES: 57 TREES
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28.
The alternate paving section will apply to the rear loading area of this site plan if this standard is in compliance
with the Frederick County Zoning Ordinance at tiMLe of building occupancy or one year of final site plan approval
which ever comes first. Such ability is in recognition of the review and revision of Frederick County Loading Area
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Ordinances.
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UTILITY CONTACTS
FIRE MARSHALL'S NOTE
ENVIRONMENTAL FEATURES
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FEATURE DISTURBED
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MISS UTILITY 1-800-257-7777
Fire lane markings and
APPROVING AUTHORITY
FLOODPLAINS 0
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signage:
Any "No Parking" signs and yellow painted curb locations will be installed
APPROVED BY THE ZONING ADMINISTRATOR
LAKES & PONDS 0
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Water/Sewer: Frederick County Sanitatiion Authority Power: Allegheny Power
by field inspection at the direction of the Fire Marshall's Office.
WETLANDS >1 AC 0
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P.O. Box 1877 P.O. Box 1458
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Winchester, VA. 22604 Hagerstown, MD 21741
SINKHOLES 0
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(540) 868-1061 1-800-654-3317
NATURAL S.W. 0
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DETENTION AREAS
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Phone: Bell -Atlantic Gas: Shenandoah Gas Co.
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STEEP SLOPES 0
ZONING ADMINISTRATOR DATE
P.O. Box 17398 P.O. Box 2400
FREDERICK COUNTY, VIRGINIA
>15%
Baltimore, MD 21297 Winchester, VA 22604
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THIS SITE PLAN SHALL BE VALID FOR FIVE YEARS
FROM THE DATE OF APPROVAL
* ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
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(301) 954-6282 (540) 869-1111
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WOODLANDS 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
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FCSA CONSTRUCTION NOTES
TRIP CENERA TION DATA
CO VER SHEET
TH
CLASS
USE
UNITS
BUILDING AREA
TRIP RATE
VPD
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
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ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
150
WA EHO SE
PER 1000 SF
149,526 SF
4.96
742
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Project Name:
Project Number
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
NEW LINES ARE TO BE COORDINATED WITH THE
710
P.198
OF ICE B DG
P.1052
PER 1000 SF
7,490 SF
11.01
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STONEWALL��� TA L��
2342
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES OIN
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AUTHORITY'S INSPECTOR.
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4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
TOTAL TRIPS
825
S.
01VAL
Magisterial District:
Date of Plan: (Month, Day, Year)
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THIE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
SHEET INDEX jT
1
G a i n e s b o r o District
July 1999
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
PROFESSIONAL SEAL &SIGNATURE
Owner: Address, Including Zip Code &Telephone No.
30 Rickets Drive
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
SHEET 1 COVER SHEET
Lenior City Co. of Virginia Winchester, Virginia
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
SHEET 2A SCHEMATIC
THESE PLANS ARE IN CONFORMANCE WITH
(540) 678-1110
DATE:
JULY 1999
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
Developer: Address, Including Zip Code &Telephone No.
DESIGNED BY: DLF
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
SHEET 2B SITE PLAN
ORDINANCES. ANY DEVIATION OR CHANGE
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
SHEET 2C SITE PLAN
IN THESE PLANS SHALL BE APPROVED BY
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
SHEET 3 WATER & SEWER PROFILES, & VDOT DETAILS
THE ZONING ADMINISTRATOR PRIOR TO
CHECKED BY:
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
SHEET 4 EROSION CONTROL & LANDSCAPE PLAN
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
SHEET 5 EROSION CONTROL NARRATIVE & DETAILS
Wind Hill Lane
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JOB N0.
2342
Winchester,
Greenway Engineering Winchester, VA 22602
(540) 662-4185
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/INAREHOUS BUILDIN6 BLD6. REA('PFIASE 2)= 21 J l
5F WAREHOUSE BU I OS I N6
J F.F. ELEV. = -I 00 t % \ F.F. �LEV.=-130.6o \ ! W rn o rn rn o 0
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ZONED: M-1 I /TOTAL BLD6. AREA(PHA5E 2) � � '` � � / / q I � 0 1 i 1
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ARErA5E )= '74,4?b 5F(warehouse) e / !i H
TOTALB�6. AREA= �8,�21 5F KRAFT
BLD6. ARX USE: WAREHOUSE \53,250 SF(warehouBe) 1 ! !
\ 3345 SF(office) �� '\� I \ ! ZONED: M-i U 9
PIN• 43 IQ 38 MARK D SMITH
TOTAL BLD6. AREA= 157,016 5F
No. 022837
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USE: OFF I GE/W6pAREHOUSE / �; - - -
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ZONED: M-1 �- N/F SPAHR METRI G, I NG. R pyx MlT 3$ D0 0 44
PIN: 43-Iq-44 i EX. USE: VAGANT ZONED: M-I
-�LAKEVIEW PIN: 4�— I ci -47
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N/F SPAHR METR I G, I NG .
USE: OFF I GEMAREHOUSE
ZONED: M-1 PIN: 43-Iq-46
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DATE: JULY-1999
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SCALE: 1"=50'
/ DESIGNED BY: DLF
JOB N0. 2342
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EXISTING REGIONAL
2-45° ENDS STORM HATER MANAGEMENT
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15'x 10' GON04TE DUMP5TER PAD ►w BOARD ON BARD �23
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NOTE:
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No.022837
THE ALTERNATE PAV I N6 SEGTI ON WILL APPLY TO
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2A THE REAR LOAD I N6 AREA OF THIS SITE PLAN I F THE
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= t OF 727.43 STANDARD 15 IN GOMPL I ANGE WITH THE FREDERI CK
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INV= 721.51 (6" OUT) OGGUPANCY OR ONE YEAR OF FINAL SITE PLAN
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APPROVAL WHIGH EVER COMES FIRST.
y" i SUCH ABILITY IS
PROVIDED IN REG06NITION OF THE
,
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. �J EDE RICK COUNTY
L�f'; �� REVIEW AND REVISION OF FR
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LOCATION x t<`" �"++,`-� , (
EX. TOP= 72G.5
EX. MH 36
3 �o' �'M ` --�
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EX. INV.= 71 G .30 8" UT
( OUT)
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EX. 12°xa° TEE, EX. TOP= 731.43
> x. e° GATE VALVE PROP. TOP=731.61
T�NCF
EX. INV.= 71ci.40 (8 IN FR 35A)
350' S1 7HT DISTANCE EX. INV=724.6
APPROX. ENTERLINE Sa N , �j \ _, \ e
LOGATIO S%D `�,� 1
-., HYDRANT EX. INV.= 721.20 (8" IN FR 56)
,` INV.= 720.00 (GORE DRILL 8" IN FR 35B)
DATE: JULY-1999
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MARK D. SMITH 9
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No.022837
3,2,�4eov�'
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NOTE: CONTRACTOR TO INSURE'
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ab
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PLACED WHEN DRAINAGE
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MIN THE ALTERNATE PAVING SECTION WILL APPLY TO
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�ir\ STANDARD 15 IN COMPLIANCE WITH THE FREDER I GK I ,� I HOU�
UBBA\\EEC
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C-01ZONING
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N/F SPAHR MTRIG, INC.
DATE:
JULY-1999
OGGUPANCY OR ONE YEAR OF FINAL SITE PLAN
HALF T"rPIGAL SEGTION
,-- `� w
PIN: 45-Ici-44 { / .
USE: VAGANT ZONED: M-1 PIN: 45-Ic{-4-1
APPROVAL WH I GH EVER COMES FIRST.
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SCALE:
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N.T.S. SUCH ABILITY IS PROVIDED IN RECOGNITION OF
THE
\ / ',�I
LAKE Y I EY `t
DESIGNED BY:
DLF
REVIEW AND REVISION OF FREDERICK COUNTY
OAD I N6
0 GIRGLE
AREA ORDINANCE.
/
JOB
NO. 2342
SHEET 2c
OF 5
waterline profile "A"
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 + 4+50 5+00 5+50 6+00
waterline profile "B"
sanitary profile "A"
EMo•SEum 12%Go" PIPE
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:i�i0e1 ed M Mel erl�-eecllom
E Camels 10 be
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PLAN
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.21
SECTION X-X END VIEW
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I
END -SECTION ONAENSgNS _
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DATE: JULY 1999
SCALE: 1" = 50'
DESIGNED BY: DLF
JOB NO. 2342
SHEET 3 OF 5
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E & S LEGEND
These standard symbols will
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DIVERSION DIKE
Construction Entrance
Culvert Inlet Protection
Culvert Outlet Protection
LANDSCAPE LEGEND
NORNA'Y SPRUCE
SU6AR MAPLE
RED MAPLE
BLUE HOLLY
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LANDSCAPE SCHEDULE:
ABR_ OTY. ROTANICAI NAME COMMON NAMF S17F (MIN.) SPACING CONT. 10-YR. CANOPY REMARKS
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'Blue Girl'
PA 40 Picea abies NORWAY SPRUCE 6' HT. AS SHOWN B&B 150 SF
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No.022837
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DATE: JULY 1999
SCALE: 1" = 50'
DESIGNED BY: DLF
JOB NO, 2342
SHEET 4 OF 5
1992 3.14
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TEMPORARY DIVERSION DIKE
DETAILS OF CORRUGATED METAL
Stonewall Industrial Park, lots 26-28
Erosion and Sediment Control Narrative
ANTI -SEEP COLLAR
Project Description
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The purpose of this project Is to construct on office/warehouse use building and its associated Improvements on a
Compacted Soil
INSTALL COLLAR WITH
CORRUGATIONS VERTICAL COLLAR TO BE OF SAME GAGE AS THE
12.08 acre site In the Stonewall Industrial Park.
PIPE WITH WHICH IT IS USED
Existing Site Conditions
18"
CONTINUOUS WELD
1/2` X 2' SLOTTED HOLES FOR 12' MIN.
The Site is currently open space adjacent existing buildings of similar use as the proposed site plan. The sie Is gently
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3/8` DIAMETER BOLTS.
sloping and on existing Storm Water Management facility Is located In the rear northeastern corner of the site.
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Adjoining PropertiesCD
The adjoining property land uses are either mixed office/warehouse use or vacant. Existing public roads provide
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access and utilities to the site.
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4.5' min.
BAND
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WELD BOTH SIDES
SLOTTED HOLES CORRUGATED METAL
The parent soils in this area are classified as 5wimley silt looms (39B).
AT 8' C.C.
CONTINUOUS WELD p SHEET WELDED TO
SECTION B - B
Erosion Control Measures
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CENTER OF BAND
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Hold pre -construction meeting on site.
Install silt fencing and diversion dikes.
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ELEVATION OF UNASSEMBLED COLLAR
Install construction entrance wlth wash rack.
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3. UNASSEMBLED COLLARS SHALL BE MARKED BY
Install sediment trap.
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SOURCE: VA. DSWC PLATE 3.09-1
PAINTING OR TAGGING TO IDENTIFY MATCHING
NOTES FOR COLLARS: PAIRS.
Clear and grade site.
Install culverts, culvert Inlet and outlet protection and check dams.
LID .�
1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS
Upon completion of grading, stabilize the site.
CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND Temporary Stabilization
SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT
2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION.
Temporary stabilization shall be applied to any denuded areas of the site that are not continuously worked within 14
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COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO
days.
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STONE CONSTRUCTION ENTRANCE
CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2" DIAMETER RODS WITH STANDARD TANK7'�V
SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE.
Permanent Stabilization
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Permanent erosion control measures Include the establishment of gross on all surfaces not paved or built upon.
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Permanent stabilization shall be accomplished in accordance wlth the seeding Schedule below and Section 3.32 of the
DETAIL OF HELI CAL PIPE
Vlrglnlo Erosion and Sediment Control Handbook.
70' MIN. EXISTING
PAVEMENT
A
ANTI -SEEP COLLAR
Seeding Schedule
1. Topsoil Shall be spread at a minimum depth of 4".
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WELD 1 1/8` X 1 1/8" X 1 1/8' ANGLES TO COLLAR OR BEND A 90-
SIZE AND SPACING OF SLOTTEDANGLE 1 1/8` WIDE AS SHOWN IN DRAWING.
2. Pulverized agricultural limestone Shall be Incorporated Into the topsoil at a rate of 12 IbS per Ip00 sf (2 tons per
afire).
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OPENINGS SHALL BE THE SAME
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FILTER CLOTH-- MOUNTABLE BERM
s" MIN.
AS SHOWN FOR CM COLLAR. 1 1/8• NOTE FOR BANDS AND COLLARS:
3. Fertilize with 10-10-10 at a rate of 23 Ibs per ip00 sf (1,000 Ibs per acre).
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MODIFICATIONS OF THE DETAILS
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USE RODS AND LUGS TO CLAMP SHOWN MAY BE USED PROVIDING
4. Seed mix consisting of 6-1% Kentucky 3l Tall Fescue and 55% Red Glover.
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SIDE ELEVATION
BANDS SECURELY TO PIPE. 1 1/8. EQUAL WATERTIGHTNESS IS
5. Straw mulch shall be applied to all seeded areas at a rate of 3.500 Ibs per acre and anchored with cutback or
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EX/STING GROUND
MAINTAINED AND DETAILED
12' MIN. DRAWINGS ARE SUBMITTED AND
APPROVED BY THE ENGINEER PRIOR
emulsified asphalt of a rate of 200 gallons per acre.
Maintenance Program
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2 TO DELIVERY.
1. The contractor shall inspect all erosion and sediment control measures after each rainfall and at least daily during
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BAND OF
HELICAL PIPE
prolonged rainfall. Damaged or deficient areas shall be repaired or replaced immediately.
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10' MIN.
WASHRACK
ISOMETRIC VIEW
2. The contractor Shall make a daily review of all areas of construction activity to Insure erosion control effectiveness.
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Additional measures Shall be installed Immediately where deficiencies are found.
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SHE METAL COLLAR SHALL BE CUT TO FIT
CORRUGATIONS OF HELICAL BAND, AND
3. Sediment shall be removed when the Sediment volume reaches one half the height of the trapping device.
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'- ROD AND LUG WELDED WITH A CONTINUOUS WELD.
i « 10' MIN.
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NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUM GAGES,
4. All required permits and fees to begin land disturbance shall be the responsibility of the contractor.
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12' MIN.
- PAVEMENT EXISTING
SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE.
Erosion and Sediment Control Notes
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METAL COLLAR TO BE NOTE'.• TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE:
1. All vegetative, structural erosion, and sediment control practices shall be constructed and maintained to accordance
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WELDED TO CENTER OF
with the minimum standards and specifications set forth In the latest edition of the Virginia Erosion and Sediment
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HELICAL PIPE BAND 1. CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP
Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
VDOT ,f�l I f-POSITIVE DRAINAGE 10' MIN.
WELDED TO A SHORT (4FT.) SECTION OF THE PIPE AND
CONNECTED WITH CONNECTING BANDS TO THE PIPE.
2. The contractor shall install the silt fence and construction entrance as shown ►n the Ian prior to or as a first Ste In
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COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
PARTIAL ELEVATION 2. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE
clearing.
REF: ENGR. FIELD MANUAL WITH #3 REBAR SPACED 15" HORIZONTALLY AND VERTICALLY.
3 Within seven days of reaching final grade, the contractor shall install permanent stabilization to disturbed areas that
* MUST EXTEND FULL WIDTH
are not to be paved or built upon.
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OF INGRESS AND EGRESS PLAN VIEW
OPERATION
SOURCE: USDA-SCS PLATE. 3.1 4- �3
4. The contractor will Contact the plan approving authority one week prior to the commencement of land disturbing
� MARK D. SMITH
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activity and one week prior to final Inspection.
N0.022837
12' MIN.
SILT FENCE C UL VER T INLET
of any additional erosion control measures necessary to prevent
5• The contractor Is responsible for by the
erosion and sedimentation as determinedfined by the plan approving authority.
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77S�3-MIN.
PROTECTION
b. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times.
•TONAL
7. The contractor is responsible for maintaining drainage of all disturbed areas to sediment control devices at all
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times.
6. The contractor shall Inspect all erosion control measures perlodically and after each runoff producing rainfall
ENDWALL
event. Any necessary repairs of cleanup to maintain the effectiveness of the erosion control devices shall be made
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FILTER CLOTH SECTION A - A
Immediately.
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REINFORCED CONCRETE DRAIN SPACE
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SOURCE. ADAPTED from 198J Maryland Stondordls for Soil erosion and Sediment Con tra% and I/o. DSWC Plate J. 02-1
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MINIMUM STORAGE VOLUME
SILT FENCE ° °
DISTANCE IS 6' MINIMUM IF FLOW
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••..•.•.•.••. ••• . •••DEWATERING
..... DEVICE
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WET.......................................
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STORAGE..........:.:.....m��... ....�....� ..........:...
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SEDIMENT CLEANOUT POINT
DATE: JULY-1999
WET " STORAGE REDUCED *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP
t, TO 34 C.Y./ ACRE) " "
TO REPLACE SILT FENCE IN HORSESHOE WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SCALE: 1"=50'
Source: VA. DSWC. PJ 1c�teT . 14-1
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1
DESIGNED BY-
DLF
SOURCE; VA. DSWC rP I3
JOB NO. 2342
SHEET 5
OF 5
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CEMRAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP
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1. Methods and materials used in the construction oof the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications. EXISTING INTERMEDIATE CONTOUR--- -- _d 33 SCALE 1 1®®®' N
f t t D i i Vi f th editions
t t l th t f shall h t this
k All wo
rk oron s project saconform o e latest eons of Virginia Department oI�
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, VlEXISTING INDEX CONTOUR 330 LLJ
must be provided prior to issuance of the site deevelopment permit. The approval of these plans in no way Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 W
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR
applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P _ 93
Control Handbook. plans, the most stringent shall govern. PROP E/P �� 94
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROPOSED EDGE OF PAVEMENT EX 62 s
(VDOT) and Frederick County prior to construction in existing State right-of-way. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER =---- - C�_r__�___�_____ ° 45 �^
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is Safety & Health Administration and VOSH Rules & Regulations. 44 k, �o
PROP C&G 2 oP W N
required under State law. PROPOSED CURB AND GUTTER 6 0
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V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, �A ® 47 ��' �� 6o hoc' q ' o CoCG-6 CG-6R i h •a;,
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R 46 • _ cu
with the Developer, County Representatives, and ]Representatives of the Virginia Department of Transportation Furthermore, all traffic control flaggers must be certified in accordance with VDOT's 2 ' 49 A ` n2 Co
VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be January, 1994 or latest edition of Road & Bride Specifications, Section 104.04-C. EXISTING TELEPHONE LINE -- - g ,y �� ^i Q 0 o c\1
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to PROPOSED TELEPHONE LINE - -=� - ,Q g 1A 56 98 to 1 0
Virginia Department of Transportation VDOT Guadrd Rail and Paved Ditch Specifications. V4. Design features relating to construction or to regulation, control and safety of traffic may `��' `' o Z 1-4
., 7
g P P (VDOT) P g g g y y EXISTING STORM SEWER _-�- Ems= 15 IZCP '`�s ti
be subject to change as deemed necessary by VDOT. - 9 ti ' �°' x u7 �
6. An approved set of plans and all applicable permiits must be available at the construction site. Also, a 5. 1
PROP. 15 RCP ti W o I
representative of the developer must be available: at all times. -� M
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 06'` ti �o � Road F �3 W G
7. Warning signs, markers, barricades or flagmen should be in' accordance with the Manual on Uniform Traffic land use permits for any work on VDOT right-of-way. 43 w h o ? P4
Control Devices (MUTCD). EXISTING SANITARY SEWER �,� `� �o �,5 V ay
V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER �� '�^ 2 � H w
8. All unsuitable material shall be removed from the construction limits of the roadway before placing B
arranged and held by the engineer and/or developer with the attendance of the S S .�h SS S� ff 2 52
embankment. EXISTING ELECTRIC SERVICE
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
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9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less PROPOSED ELECTRIC SERVICE Cb ��� 56 esa 50A � �
than 6 will require revised pavement section prepared b Greenway Engineering and approved b the owner. V7• Contractor shall notify the local VDOT Residency Office when work is to begin or cease for h'` 30- 27 a) o
q P P lP Y y g� g PP y
any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE
10. All roadside ditches at grades of more than 5% slhall be paved with cement concrete to the limits indicated inspection.
on the plans and as required at the field inspection. PROPOSED GAS LINE 0 GW
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V8. The Contractor will be responsible for maintaining adequate access to the project from the -
" diameter and conform to VDOT s3tandard SH-1. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE
be minimum 6
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE ..._ .., ... _ ... i ... - ...
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION z z z
one litter receptacle shall be provided at the construction site. through construction. FENCELINE -.._�.- X N ����` -�`z z z
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to EXISTING POWER POLE PARCEL IDENTIFICATION NO. TM 43 - ((19)) - 51 z J J J
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take q g g STREET ADDRESS: z a o a
and at the end of construction. EXISTING TELEPHONE POLE
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free TOTAL AREA: 11.9654 AC Q w >-• >- >-
DISTURBED AREA: 11.17 AC -' � ~ ~ ~ ~
condition at all times. EXISTING WATERLINE W/ TEE --� ---° - -�- a_ � z z z z
V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have � _ �
CURRENT ZONING: M-1 � o
14. s Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE CURRENT USE: VACANT z Z 0 O O O O
sewer lines. Information should also be obtained) from the appropriate authority concerning permits, cut PROPOSED ZONING: M-1 0 D Y Y Y Y Y
sheets, and connections to existing lines. V11. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT PROPOSED USE: OFFICE/WAREHOUSE 5 ov a% v 0 v 0
immediately brought to the attention of the engineer and VDOT. Work shall cease in that w o of � af Of
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current � w w w w
vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE MAXIMUM PROPOSED 0 o Q o 0
standards and specifications of Frederick County and/or the Frederick County Public Service Authority. PARKING CALCULATIONS O v w w to w w
BUILDING HEIGHT: 60 FEET 35 FEET 0 D of 0 Of Of
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® m
n, __ _ PROVIDED: 160 SPACES Of D of of o it Cr
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to placement of fill. EXISTING REDUCER �`�� -- REQUIRED REQUIRED: 1 /EMPLOYEE (WAREHOUSE) =130 w o_ w w z w w
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing a o a- 0- Q a a-
PROPOSID REDUCER BUILDING SETBACKS: FRONT: 75 FEET 1 /250 SF (7,490 SF OFFICE) =30
utility verification and the proposed construction.. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall W z V) V) 0 V)
" SIDE: 25 FEET TOTAL SPACES: =160 z a z z z z z
be compacted in 6 lifts to 95% of theoretical maximum density as determined by STOP SIGN REAR: 25 FEET 160 TOTAL SPACES O O O Z O 0
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a V Q Fn F N
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width cn z
result of his construction project within or contiguous to the existing right-of-way. VEHICLES PER DAY COUNT 100 MIN. REQUIRED H.C. SPACES = 7 5 0 5 5 Q 5 5
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests REQUIRED w LL_ w w _J w w
18. When grading is proposed within easements of utilities, letters of permission from all involved companies performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN + PARKING SETBACKS: FRONT: 25 FEET LOADING CALCULATIONS Of IZ Of
must be provided to Frederick Count Public Service Authority prior to issuance of radio and/or site Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to SIDE: 5 FEET o' o) rn 0 0
P y y P grading / PROPOSED SANITARY LATERAL CLEANOUT PROVIDED: 18 SPACES Q, V_ rn
final VDOT approval. w J I N `O N
development permits. PP REAR: 5 FEET REQUIRED: 4 SPACES r� o cD I
SANITARY MANHOLE IDENTIFIER 12 (1/40,000 SF (WAREHOUSE)) .-
19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 0 I o o I I
project. The relocation should be done prior to construction. and further where determined necessary by VDOT Inspector. LANDSCAPE TABULATIONS F.A.R. CALCULATIONS rn
O 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected V15. The installation of any entrances and mailboxes within any dedicated street right-of-way STORM DRAIN STRUCTURE IDENTIFIER SITE AREA: 11.9654 AC
in accordance with state law. In the event gravresites are discovered during construction, the owner and 359,866 SF IMPERVIOUS AREA: 8.26 AC PROPOSED PHASE: FAR BLDG. AREA
engineer must be notified immediately. shall meet VDOT minimum design standards and is the developers responsibility. EASEMENT LINE ( )
PARKING: PROPOSED PHASE I: 0.15 78,721 SF
21. The contractor is to verify field conditions prior Ito and during construction and notify Greenway Engineering V16. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE PAVED/GRAVEL: 202,850 SF PROPOSED PHASE il: 0.19 100,021 SF
at 540 662-4185 immediate) of an discrepancies between actual field conditions and the approved plan. any dedicated street right-of-way must be provided to the VDOT Inspector prior to BUILDING: PROPOSED PHASE III: 0.30 157,016 SF
( ) y y P PP P acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION 1�'0 OFFICE: 7,490 SF
22. Controlled fills shall be compacted to 95% of ma-xdmum density as determined b method "A" per standard + FINAL FAR: 0.30 157,016 SF
P y y P 715_ WAREHOUSE: 149,526 SF
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement PROPOSED SPOT ELEVATION 3
P PP y y g P y y y q g g / LANDSCAPE OPEN SPACE: 3.71 AC (31.0%)
professional engineer and results submitted to Frederick County prior to pavement construction. If a markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE �-- M ham.-✓~"'
geotechnical report has been prepared, it should supersede the requirements in this note. account receivable basis.
23. Contractors shall notifyoperators who maintain underground utility lines in the area of proposed excavating PLANTING REQUIREMENTS
P g y P P g V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement PARKING PERIMETER: 1 TREE/40 LF
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines PROPOSED PERIMETER LENGTH: 1580 LF
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. TREES REQUIRED: 40 TREES
24. The building shall comply with the Uniform Statewide Building Code and section 311, use group S (storage)
of the BOCA National Building Code/1996. Other codes that apply are CABO a117.1-92 Accessible and Usable INTERIOR PARKING LOT: 1 TREE/10 SPACES N
Building and Facilities. TOTAL SPACES: 160 SPACES
25. Handicapped parking shall have a minimum 8' wide van accessible parking space with an 8' wide striped loading isle. TREES REQUIRED: 16 TREES x
26. The building shall comply with all current and applicable ADA access and egress requirements. a p'
27. All new public utility improvements shall be located underground. TOTAL REQUIRED TREES: 56 TREES � E-�
28. The alternate paving section will apply to the reeir loading area of this site plan if this standard is in compliance TOTAL PROVIDED TREES: 57 TREES Z a'
with the Frederick County Zoning Ordinance at time of building occupancy or one year of final site plan approval �
which ever comes first. Such ability is in recognition of the review and revision of Frederick County Loading Area 1 �'
Ordinances. E Q �
UTILITY CONTACTS FIRE MARSHALL'S NOTE ENVIRONMENTAL FEATUPERCENT a 04 p Q ® O
FEATURE DISTURBED W FX4 Z
MISS UTILITY 1-800-257-7777 APPROVING AUTHORITY
Fire lane markings si na e: FLOODPLAINS 0 E ' " (� U
9 g g APPROVED BY THE ZONING ADMINISTRATOR F-+
Any "No Parking" signs and yellow painted curb locations will be installed LAKES & PONDS 0 U) � V) Q4
Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power W
by field inspection at the direction of the Fire Marshall's Office. WETLANDS >1 AC 0 � W
P.O. Box 1877 P.O. Box 1458 SINKHOLES 0 Z
Winchester, VA. 22604 Hagerstown, MD 21741
(540) 868-1061 1-800-654-3317 c "L' `f �� NATURAL S.W. 0
Z �Q
Phone: Bell -Atlantic'' r DETENTION AREAS O
o e. Gas: Shenandoah Gas Co. E-'
P.O. Box 17398 P.O. Box 2400 � lac � - ZONING ADMINISTRATOR DATE
STEEP SLOPES 0 � �
FREDERICK COUNTY, VIRGINIA
�?- ciB ,{ Y-`d-oo ., >15�° *ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
Baltimore, MD 21297 Winchester, VA 22604-_ THIS SITE PLAN SHALL BE VALID FOR FIVE YEARS FROM THE DATE OF APPROVAL O
(301) 954-6282 (540) 869-1111 S�$e �la�.. �t t/Z �9 WOODLANDS 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
FCSA CONSTRUCTION NOTES TRIP CENERA TION DATA TH C0 VER SHEET
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL CLASS USE UNITS BUILDING AREA TRIP RATE VPD ® r
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 150 WA EHO SE PER 1000 SF 149,526 SF 4.96 742
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. P•198 +J MA K D. SMITH Project Name: PARK
Project Number:
710 OF ICE B DG PER 1000 SF 7,490 SF 11.01 83 b No.022837 S TONE WALL IND US 170IIAL _L � � 2342
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE P.1052
AUTHORITY'S INSPECTOR. o��ZS `
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER TOTAL TRIPS 825 `sIONALMagisterial District: Date of Plan: (Month, Day, Year)
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY SHEET
rr T
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF rJEEINDEX Gainesboro District July 1999
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF 1THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 1 11
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Owner. Address, Including Zip Code &Telephone No.
PROFESSIONAL SEAL &SIGNATURE 30 Rickets Drive
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET 1 COVER SHEET Lenior City Co. of Virginia Winchester, Virginia
THE LOCATION OF THE TAP AND THE TERMINATION [POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE SHEET 2A SCHEMATIC THESE PLANS ARE IN CONFORMANCE WITH (540) 678-1110 DATE: JULY 1999
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION' FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR SHEET 2B SITE PLAN ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. DESIGNED BY: DLF
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. SHEET 2C SITE PLAN IN THESE PLANS SHALL BE APPROVED BY
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR SHEET 3 WATER & SEWER PROFILES, & VDOT DETAILS CHECKED BY:
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. SHEET 4 EROSION CONTROL & LANDSCAPE PLAN Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. SHEET 5 EROSION CONTROL NARRATIVE & DETAILS 151 Windy Hill Lane JOB N0. 2342
Greenway Engineering Winchester, VA 22602
(540) 662-4185 SHEET 1 OF 5
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SCALE: 1"=50'
DESIGNED BY. DLF
JOB NO. 2342
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SCALE: 1" = 50'
DESIGNED BY: DLF
JOB NO. 2342
SHEET 3 OF 5
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These standard symbols will
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DIVERSION DIKE
Construction Entrance
Culvert Inlet Protection
Culvert Outlet Protection
LANDSCAPE LEGEND
NORNA'i' SPRUGE
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RED MAPLE
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BURN I NCB BUSH EOUN'"MUS
LANDSCAPE SCHEDULE:
ABR. QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) SPACING CONT. 10-YR. CANOPY REMARKS
AR 7 Acer rubrum RED MAPLE 2" CAL. AS SHOWN B&B 200 SF
AS 10 Acer scharinum SUGAR MAPLE 2" CAL. AS SHOWN B&B 200 SF
E 35 Euonymus alatus 'Compacto'BURNING BUSH 36" HT. 4' O.C. CONT. SCREENING
IC 140 Ilex crenota x meserveae BLUE GIRL HOLLY 36" HT. 4' O.C. CONT. SCREENING MALE PLANTS INTERMIXED AS NEEDED
'Blue Girl'
PA 40 Picea abies NORWAY SPRUCE 6' HT. AS SHOWN B&B 150 SF
TH OF
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No.022837
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DESIGNED BY: DLF
JOB NO. 2342
SHEET 4 OF 5
1992 3.14
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TEMPORARY DIVERSION DIKE DETAILS OF CORRUGATED METAL Stonewall Industrial Park, lots 26-28
Erosion and Sediment Control Narrative
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ANTI —SEEP C O L LA R Project Description
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WITHThe purpose of thls project Is to construct an office/warehouse use building and Its associated Improvements on a
INSTALL COLLAR
CORRUGATIONS VERTICAL COLLAR TO BE OF SAME GAGE AS THE 12.08 acre site In the Stonewall Industrial Park.
Compacted Soil
PIPE WITH WHICH IT IS USED
Existing Site Conditions
CONTINUOUS WELD
18" 1/2• x 2" SLOTTED HOLES FOR 12" MIN. The site Is currently open space adjacent existing buildings of similar use as the proposed site plan. The site Is gently
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WELD BOTH SIDES The parent soils In this area are classified as 5wlmle silt looms (34B).
SLOTTED HOLES CORRUGATED METAL p y
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CONTINUOUS WELD AT B" C.C. SHEET WELDED TO
SECTION B — B Erosion Control Measures
CENTER OF BAND
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Install silt fencing and diversion dikes.
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Install with wash rack.
ELEVATION OF UNASSEMBLED COLLAR construction entrance
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NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING IInnstall and grade site.
cullverts, culvert Inlet and outlet protection and check dams.
SOURCE: VA. DSWC PLATE 3.09-1 PAIRS.
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1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS Upon completion of grading, Stabil►ze the site.
CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND Temporary Stabilization
SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT
2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. Temporary stabilization shall be applied to any denuded areas of the site that are not continuously worked within 14
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COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO days.
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CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2" DIAMETER RODS WITH STANDARD TANK
STONE CONSTRUCTION ENTRANCE SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. Permanent Stabilization
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Permanent erosion control measures include the establishment of gross on all surfaces not paved or built upon.
Permanent stabilization shall be accomplished In accordance with the seeding schedule below and Section 3.32 of the
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DETAILOF HEL I CAL PIPE Virglnlo Erosion and Sediment Control Handbook.
70' MIN. EXISTING Seeding Schedule
PAVEMENT ANTI —SEEP COLLAR I. Topsoil shall be spread at a minimum depth of 4".
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SIZE AND SPACING OF SLOTTED ANGLE 1 1/8" WIDE AS SHOWN IN DRAWING. acre).
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MOUNTABLE BERM AS SHOWN FOR CM COLLAR. 1 1/8• NOTE FOR BANDS AND COLLARS: 3. Fertilize with 10-10-10 at a rate of 23 Ibs per Ip00 sf (I,000 Ibs per acre).
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USE RODS AND LUGS TO CLAMP SHOWN MAY BE USED PROVIDING 4. Seed mix consisting of 61% Kentucky 31 Tall Fescue and 35% Red Clover.
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SIDE ELEVATION BANDS SECURELY TO PIPE. 1 1/e" EQUAL WATERTIGHTNESS IS
5. Straw mulch shall be applied to all seeded areas at a rate of 3500 Ibs per acre and anchored with cutback or
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MAINTAINED AND DETAILED emulsified asphalt at a rate of 200 gallons per ocre.
EXISTING GROUND 12• MIN. DRAWINGS ARE SUBMITTED AND
APPROVED BY THE ENGINEER PRIOR Maintenance Program
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70' MIN. 2 TO DELIVERY.
1. The contractor shall Inspect all erosion and sediment control measures after each rainfall and of least daily during
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BAND OF prolonged rainfall. Damaged or deficient areas shall be repaired or replaced immediate)
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10' MIN. ISOMETRIC VIEW
B WASHRACK 2. The contractor shall make a daily review of all areas of construction activity to insure erosion control effectiveness.
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SHE METAL COLLAR SHALL BE CUT TO FIT
_ CORRUGATIONS OF HELICAL BAND, AND 3. Sediment shall be removed when the sediment volume reaches one half the height of the trapping device.
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ROD AND LUG WELDED WITH A CONTINUOUS WELD.
10' MIN. 4. All required permits and fees to begin land disturbance shall be the responsibility of the contractor.
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METAL COLLAR TO BE NOTE: TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE: I. All vegetative, structural erosion, and sediment control practices shall be constructed and maintained In accordance
I WELDED TO CENTER OF with the minimum standards and specifications set forth In the latest edition of the Virginia Erosion and Sediment
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HELICAL PIPE BAND 1. CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
WELDED TO A SHORT (AFT.) SECTION OF THE PIPE AND 2. The contractor shall Install the slit fence and construction entrance as shown In the Ian prior to or as a first stop in
vDOT 1 --POSITIVE DRAINAGE 10' MIN. p p P
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COURSE AGGREGATE B TO SEDIMENT CONNECTED WITH CONNECTING BANDS TO THE PIPE. clearing.
PARTIAL ELEVATION 2.. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE
TRAPPING DEVICE
REF: ENGR. FIELD MANUAL WITH #3 REBAR SPACED 15" HORIZONTALLY AND VERTICALLY. 3 Within seven days of reaching final grade, the contractor shall install permanent stabilization to disturbed areas that
" MUST EXTEND FULL WIDTH are not to be paved or built upon.
OF INGRESS AND EGRESS
OPERATION PLANVIEW SOURCE: USDA—SCS PLATE. 3.14-13 4. The contractor will contact the plan approving authority one week prior to the commencement of land disturbing
MARK D. SMITH �
activity and one week prior to final Inspection.
No.022837
S'IL T FENCE C UL VER T INLET S' The contractor is responsible for installation of any additional erosion control measures necessary to prevent
12 MIN. erosion and sedimentation as determined by the plan approving authority.
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6. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times.
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3" MI"• PR 0 TE C TION 'f.
The contractor Is responsible for maintaining drainage of all disturbed areas to sediment control devices at all
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8. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall
ENDWALL event. Any necessary repairs of cleanup to maintain the effectiveness of the erosion control devices sail be made
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" WET STORAGE _ ...._....:.M_..__ .; _.... .:.: ;;: ..............
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SEDIMENT CLEANOUT POINT
DATE: JULY-1999
(" WET " STORAGE REDUCED VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP
TO 34 C.Y./ ACRE) " "
TO REPLACE SILT FENCE IN HORSESHOE WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SCALE: 1"= 50'
Source: VA. DSWC. PI to 3 14-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1
PATE. 4.14-1
DESIGNED BY: DLF
SOURCE; VA. DSWC
JOB NO. 2342
SHEET 5 OF 5