HomeMy WebLinkAbout09-04 Shockey Realty Co. - Stonewall - Backfile (2)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 minimum sections to be utilized when the actual California
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
for actual determination of required pavement thickness prior to placement. All final pavement and base
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
Secondary Roads in Virginia"; and shall be based on a sufficient number of CBR tests to determine the true
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
and prior to placement.
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 Frederick County and/or 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 Sanitation Authority 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.
UTILITY CONTA CTS
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
Power: Allegheny Power
P.O.hone: VERIZON
.O. Box 1458
P.O. Box 17398
Hagerstown, MD 21741
1-800-654-3317 Baltimore, MD 21297
(301) 954-6282
MISS UTILITY 1-800-257-7777
FIRE MARSHAL'S NOTE
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.
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
event of conflict between any of these standards, specifications or plans, the most stringent shall be
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration and VOSH Rules and Regulations.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
Bridge Specifications, Section 104.04-C.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer to locate and identify utility facilities or items, which may
be in conflict with the proposed construction activity. VDOT approval of these plans does not
relieve the developer of this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision will be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
V9. The contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance in
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
access to other properties affected by this project shall be maintained through construction. The
Developer shall have, within the limits of the project, an employee certified by the Department of
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
control devices and measures for proper installation and deficiencies immediately after each rainfall,
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
at the end of construction.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
36" cover and, when possible, to be installed under roadway drainage facilities.
V12. Any unusual subsurface conditions encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
until an adequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
shall be present to insure the sample obtained is representative of the location. When soil samples
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
according to all applicable VDOT standards.
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
further where determined necessary by VDOT Inspector.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
meet VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
bottom of the sign shall be six (6) 'feet above the edge of pavement and the post shall be installed
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
V18. The developer must provide to the local VDOT office a list of all material sources prior to
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
present during the construction and testing of the density control strip.
V20. Asphalt concrete pavement shall be placed in accordance with . the latest edition of VDOT's Road
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
FCSA CONSTRUCTION NOTES
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. 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) THE FRAME AND COVER TO
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND 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.
5. 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. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
C. 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 IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER
33
530
40
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EX Gib
PROP C&C
G6-6 G6-6R
T T
EX. 15" RGP
PROP. 15" RGP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
G --
PROPOSED GAS LINE
PROPERTY LINE
e
FLOW LINE
�...._ ... �.... ... ... - ...
FENCELINE
-X--'
EXISTING POWER POLE
(}
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
r i-
PROPOSED WATERLINE W/ TEE
W W "
EXISTING FIRE HYDRANT
C
EXISTING WATER VALVE
"
PROPOSED WATER METER
EXISTING REDUCER
V4`-`
PROPOSED REDUCER
STOP SIGN
HANDICAP RAMP (CG-12)
i
��D��EN�O22TES LO��C��A��TI,OONN IOSFDICSTTjDNVpD�,OT
STANDADRAMP CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE LINE
EXISTING TREE
PROPOSED TREE
Al2
100
12.0
+
715 3
15" OAK
15" PINE
15" OAK
15" PINE
,SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 OVERALL SITE PLAN
SHEET 3 SITE PLAN
SHEET 4 EROSION & SEDIMENT CONTROL PLAN
SHEET 5 PROFILES AND DETAILS
VICINITY MAP
SCALE 1 "= 2000'
A
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115
STREET ADDRESS 188 WEST BROOKE ROAD
WINCHESTER, VA 22602
PARCEL IDENTIFICATION NO. 54-1-D
LOT AREA 8.2364 AC.
AREA AFTER BOUNDARY LINE ADJUSTMENT: 8.415 AC. -
DISTURBED AREA 3.60 AC.
CURRENT ZONING M1
CURRENT USE WAREHOUSE
PROPOSED USE WAREHOUSE
BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 30'
SIGNS: NONE PROPOSED. ANY FUTURE SIGNS TO CONFORM
WITH THE STANDARDS OF SECTION 165-30 OF
THE FREDERICK COUNTY ZONING ORDINANCE.
OUTDOOR LIGHTING: BUILDING MOUNTED - TO BE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT
PROPERTIES
BUILDING SETBACKS: REQUIRED: FRONT: 75',i PROPOSED: FRONT: 97.0'
SIDE: 25',./ SIDE: 27.9'
REAR: 25' REAR: 362.6'
PARKING SETBACKS: FROM ROAD R/W=25'
FROM-RR:O.P E=RTY,LI N E= 5'
C6EUMPSTERS: NONE PROPOSED
OUTDOOR `STORAGE: NONE PROPOSED
PARKING CALCULATIONS LANDSCAPE CALCULATIONS J
REQUIRED: OFFICE - 1 SPACE PER 250 S.F. REQUIRED: PERIMETER - 1 TREE PER 2,000 S.F.
WAREHOUSE - 1 SPACE PER EMPLOYEE OF IMPERVIOUS AREA
INTERIOR - 1 TREE PER 10 SPACES
PROPQS_ED�OFFI.C.E=200 S.F. / 250=1 SPACE PROPOSED IMPERVIOUS AREA: 27,800 S.F.
WAREHOUSE=3 EMPEOYEES=3SPACES 27,800 / 2,000 = 14 TREES
INTERIOR: 16 / 10 = 2 TREES
TOTAL SPACES REQ.=4 �/ TREES REQUIRED = 16
SPACES PROVIDED=16 TREES PROVIDED = 16
LOADING SPACES
REQUIRED: 1 SPACE PER 40,�, )O S.F. OPEN SPACE CALCULATIONS
61,082 S.F. / 40,000=2 ` 'ACES REQUIRED: 25% OR 2.10 AC.
SPACES PROVIDED-8 EX. BUILDING = 51_,200 S.F.
EX. PAVEMENT = 18,400 S.F.
HANDICAP CALCULATIOI,JS PROP. BUILDING = 61,082_S.F.
1-25=1 HANDICAP SPACES REQ V/ PROP. PAVEMENT 427,800 S.F.
HANDICAP SPACES PROVIU:-_D=1
TOTAL = 158,482 S.F. OR 3.64 AC.
8.415 AC. - 3.64 AC. = 4.775 AC. OPEN SPACE
4.775 AC. = 57%
F.A.R. CALCULATIONS
REQUIRED: 1.0
TOTAL BUILDING AREA = 112,282 S.F.
112,282 / 366,577.4 = 0.31(F.A.R.)
NOTE: ANY PROPOSED SIGNS, OUTDOOR LIGHTING, OR STORAGE WILL PREVIOUS APPROVED PLAN
_MEET T_HE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY ) UNKNOWN
NO ENVIRONMENTAL FEATURES ON THIS SITE
TRIP GENERATION DATA
CLASS USE 4e UNITS BLDG. AREA TRIP RATE VPD
150
SEAL
WAREHOUSE PER 1,000 SF
O N::
MARK D. SMITH
No.022837
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THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
Project Name:
60,000 SF 4.96
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SHOCKEY REALTY CO.
Owner: Address, Including Zip Code & Telephone No.
P.O. BOX 2530
SHOCKEY REALTY CO. WINCHESTER, VA 22604
(540) 665-3246
Developer: Address, Including Zip Code & Telephone No.
FEB
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SAME AS ABOVE
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
APPROVAL
FREDERICK COUNTY ZONING ADMINISTRATOR
DATE
DATE: 11 /18/03
SCALE: N/A
DESIGNED BY:
AS
JOB NO. 3793S
SHEET 1 OF 5
WEST BROOKE ROAD — ROUTE \t320
60 0 R/W /
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SNOCKEY REALTY CO.
ZONE: MI Y
USE: IND.
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PROP. P/L —�
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ZONE: MI
USE: IND.
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EXIST. BUILDING
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No.022837
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DATE: 11/18/03 1
SCALE: 1" = 40'
DESIGNED BY: AS
FILE NO. 3793S
SHEET 2 OF 5
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PAVEMENT DETAIL
EMPLOYEE PARKiNG AREA
6" CONCRETE
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PAVEMENT DETAIL
ACCE55 ROAD ADDITION 4
TRUCK STAGING AREA
TREE LEGEND
SYMBOL
QUANTITY
NAME
HEIGHT AT TIME
OF PLANTING
REMARKS
16
RED MAPLE
2" CAL
545
Prune codominant leaders DO NOT prune ternimal
leader or branch tips
Prune rubbing or
cross branches J
� 11
DO NOT STAKE OR WRAP
TRUNK UNLESS NECE55ARY.
REMOVE ALL TAGS AND LABELS.
NO LE55 THAN 2" CALIPER
AT 6" ABOVE GRADE.
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2"-3" mulch kept away from trunk
Soli well to
G� contain water
Cut away all balling ropes and
Remove top of wire basket
Widen and score hole wall
Remove container and cut circling —
roots if container -grown, or as much
burlap as possible If field grown Leave solid loll pedestal- do
not dig deeper than ball depth
Dig hole 2-3 times root bail width
TREE PLANT1 N(3 DETAIL
NO SCALE
TM 54-(C,4))-3(o1 �--
FORT COLLIER GROUP, L.C.
ZONE: MI
USE: iND.
UP
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GW UP ter/
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900' r ROOKE RD. WEST BROOKE ROAD — ROUTE I J20 c,
EX. CONCRETE
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PROP. 4' w ( ...' 289.20' �` \
J ADDITIONAL
PAVEMENT (7'� ��� -""`..-.`.• \ / %
24: .
CAS <R
- -- I ,✓ �U 1 PROP05ED v /
61,082 SQ. FT.
1 o r 4 1 WARENouSE -�
SI-IOCKEY REALTY CO. ` (L I � `� 1 1 I \
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No.022837
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DATE: 11/18/03
SCALE: 1" = 30'
1 DESIGNED BY: AS
\ / FILE NO. 3793S
/ SHEET 3 OF 5
5hccksy Rea Ity Co.
Erosion and Sediment Control
Narrative
Project Description
The site is located in the Fort Collier Industrial Park on West Brooke Road. The purpose of
this project is For the construction of a warehouse of approximately rol,062 square Feet.
Existing Site Conditions
The western portion of the site is currently open grass covered field with some small shrub trees
and the eastern portion is improved with an existing warehouse building. The lot slopes to the
east to an existing drainage Swale which flows to the north in the rear of the World Wide
Automotive site.
Adjacent Properties
Shockey Realty, Fort Collier Group, and Southeastern Container own the adjacent properties.
soils
The soil conditions are as reported in the USDA soil survey. The soils on this site are
Frederick- Pop I Imento loams (145, 14C, i(oC, 11C). The site has limestone outcroppings. These
Soils have slight erosion hazards and moderate wetness when excavated. The topsoil in these
soils range From seven to twelve inches.
Erosion and Sediment Control Measures
1) Install silt fence
2) Install construction entrance with wash rack
3) Install diversion dikes with sediment traps
4) Clear and grade site
Permanent Stabilization
Once construction is complete, the areas of exposed ground will be covered with a minimum of
four inches of topsoil, fertilized, seeded, and blanketed with straw.
Stormwater Management
The stormwater management for the industrial park has been provided in a regional pond at the
northern end of the park
Maintenance Program
1) The contractor will inspect all erosion and sediment control measures after each rainfall and at
least daily during prolonged rainfall. Damaged and or deficient areas will be repaired or
improved immediately.
2) Furthermore, the contractor will make a daily review of areas of construction activity to
ensure erosion control effectiveness. Additional measures will be installed immediately wehre
deficiencies are found.
3) Permanent erosion control measures include the establichment of grass on exposed surfaces
disturbed in the construction process.
4) Sediment traps will be cleaned whin the silt reaches one half of the wet storage volume.
Erosion and Sediment Control Notes
The Frederick Count Public Works and Engineering wil r tai th P E l retain e right to add
y 9 9g
and/or modify these erosion and sediment control measures during the construction process,
within reason, to ensure adequate protection to the public and environment.
Seeding Schedule (Soil Stabilization)
1) Topsoil will be spread at a minimum depth of 4 inches.
2) Pulverized agricultural limestone will be incorporated into the soil at a rate of e2 lbs. per
1,000 square feet (2 tons per acre).
3) Fertilize with 10-10-10 at a rate of 23 lbs. per 1,000 square feet (1,000 lbs. per acre).
4) Seed mix will consist of (olio Kentucky 31 Tall Fescue and 33io Red Top Clover.
5) Straw mulch will be applied to all seeded areas at the rate of 3,500 [be. per acre and
anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre.
MINIMUM TOP
WIDTH (W)
REQUIRED FOR
SEDIMENT
TRAP EMBANKMENTS
ACCORDING TO
HEIGHT OF
EMBANKMENT (FEET)
1.5 0.5
2.0 1.0
2.0
2.0
2.5 1.5
3.0 2.0
2.5
2.5
,y
3.5 2.5
H0 H 4.0 3.0
3.0
3.0
4.5 3.5
5.0 4.0
4.0
4.5
EXCAVATED AREA
MAX. DEPTH - 4'
ORIGINAL
GROUND
ELEV.
SOURCE: VA. DSWC
PLATE. 3.13-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOG
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND R INTO THE TRENCH.
i
FLOA
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE WO THE TRENCH.
FILTER FASSFUC
III9WIRE
SOURCE: Ade ted trom 10staBation of Straw and Fabric filter Barriers for Sediment Control, Fid1g ab0 -1
..;r•r••�•rr..r.•r..r..r.�a•r.�r•�a.r••r.•r..r.r �a�r.�r.�r:�i.
1-11-11-I_I-II-11-11 �r�r�r�rL'���:Y�:v�r�r��:�:G:�r�rYrY•�•:ir.�r�r�
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•
.� ..� � • 7I .r.r,�v �.r.t,:a• v.r <A• •,.nN..r
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TEMPORARY DIVERSION DIKE
Compracted Hail
Le- mIn
SOURCE: VA. DSWC PLATE 3.09-1
TEMPORARY SEDIMENT TRAP
I'l VMIABIE
ORIGINAL VARIABLE"
GROUND
EU.V.
\ 87 CU. YID./ACRE _ vAHaABLE. ,Y
\__87 CU. Y0./ACRE 1
(EXCAVATED, 4• MAX.
FILTER CLO1H ORIGINAL
GROUND
ELEV.
•SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP ( FEAR -
(W'E X�DIWN GE AREA
M� / / / on�ON
I COARSE MX:REGATE
EXCAVATED
AREA FILTER CUDTH
/ t4COARSE AGGREGATE SHALL tiE VDOT /3, #357 OR /5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC
PLATE. 3.13-2
W
INV. IN=101.95
WEST BROOKE ROAD - ROUTE �1.320
60' R/W !%
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MARK D. SMITH �
No.022837
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KINGSDOWN INC.
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ER061ON/5EDIMENT
CONTROL LEGEND
NO.
KEY
SYMBOL
DESCRIPTION
3.02
CE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
325
O
X---XF X-
SILT FENCE
303
pp
TEMPORARY DIVERSION DIKE
�
3.13
ST
TEMPORARY SEDIMENT TRAP
TRAP
No.
Drainage
AREA
(AC)
STORAGE
REQUIRED PROVIDED
WET
STORAGE
DIMENSIONS
H
HEIGHT
OF
BERM
(ft)
Ho
WEIR
OUTLET
HEIGHT
CFO
W
TOP
WIDTH
(ft)
L
WEIR
LENGTH
(Ft)
AREA
• BERM
OUTLET
HEIGHT
(Sq-yd)
Elev. TOP
of stone
Outlet Welr
(Ft)
Inv. Elev.
at Stone
OUTLET
(ft)
WET
(cu-9d)(cu-ycl)
DRY
WET
(cu-yd)
DRY
cu-yd
DEPTH
(Ft)
L ■
(ft)
W -
(ft)
1
3.00
201
201
231
210
3.0
10
35
5.0
4
4500
15.00
1194
691.15
681.15
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DATE: 11/18/03
SCALE: 1" = 40'
DESIGNED BY: AS
FILE NO. 3793S
SHEET 4 OF 5
0.0
8'
stony
)eneral backfill
see note)
select backfill
note)
O.D.
8
select backfill
note)
0.1
2 O.D.
CONCRETE CRADLE CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8"x3/4" or 3/4"
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32 H H - T
1"
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
Meter Size
Coppersetter
5/8" x 314"
A-C3635-01 w/ 7 jz" Opening
3/4"
A-C363 w
i"
A-8531
18"-21"
3" stoney
surrounding box
1llhCl_I:UIL!I ,��:
select backfill
note)
,/��11
%eeeaee�I
l
.,;
0
COPPERSETTER COMPONENTS
meter
height
servie line
copper
-Inlet-
-Outlet-
size
connecction bar
tubing size
Ang le Ball Valve
g
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one toot beyond sidewalk, across the
street, to one foot beyond sidewalk.
b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box (wrap wire around Corp.
stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve).
5/8"x3/4", 3/4" & 1" METER INSTALLATION
(4 FOOT COVER) Revised
Figure 5 Oct 03
concrete
lL.....! AI...L
6' dio. schedule 40 steel
pipe filled with concrete 3'
and painted yellow
7'
18" did. i.
concrete
encasement ti
FIRE HYDRANT ASSEMBLY
Figure 9
sq. x 6" deep
locator marker
�--1'-6'
square skid pad 6" thick -I-�
3/4" x 2" butyl
joint sealant
top of manhole at grade in pavement areas unless otherwise directed
(top shall be set 24" min. above grade in easement areas)
concrete ASTMC-150
J-
4000 psi
waterproof coating
•2"
or 16" (typ.)
CS-55 by Conseal
joints are to be sealed
with "0" ring gasket
+. '
3/4" concrete anchor bolts (4 each)
adjustment rings (11" max.)
°
'4
i 1" nominal size RV 30 butyl
joint sealant applied
° between joints and on
exterior side of pints
I.D.
- pipe to manhole
connection to be
5
d
by flexible sleeve
invert channel to provide a
{
" min.
smooth transition in to out,
'
4'3'--0"max.
for all connections
.' � 2'-0" max.
' r' :! ••
estop of bench -wall
precast invert or grout
*: ;!?G, ; ,
%i:'r,
f' �'\;' `^�� ^=t•� '"'''
same elev. as
bottom to form channel
.T'Y'"�' D/2
w^ r';� ": t:•
top of pipe
5,
6" bedding stone
NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing.
3. Final slope adjustment of manhole frame may be by shims and non -shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
5. Flat top casting shall be used on shallow manhole (4 fL or less) installations.
STANDARD MANHOLE Revised
Figure 12 Oct 20M
This area may be concrete
4" REINFORCED CONCRETE
3000 P51
4" SUBBASE (21-A STONE)
LUIOTH VARIES
SEE 517E PLAN
1/4" = 1'
°
4' d
d
�IIII�lllll�llllll� I�Ill�lllll�lllll�lll
COMPACTED SUBGRADE
(90% DENSITY)
GONGRETE 511DEWAL< DETAIL
(NOT TO SCALE)
NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB dt GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB do
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER gHALL BE CONSTRUCTED PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
I� IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
°
° D
The bottom of the curb and
gutter may be constructed
6" 2'-0- parallel to the slope of
subbase courses provided a
minimum depth of 7" is
maintained.
SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
- - 201.03
CG-12A
® 7" WHERE STD. CG-3 OR
CG-7 IS USED
8'-0" 4'-0"
4' o a
f- STO. CG-2 ®6"
12.12 MAX. 48:1 MAX.
OR CG-6
8' ti
\
20:1
• , .
5' MIN 3' 10 T �"" r
too
SECTION A -A
A
N 5 DOWELS, 5' LONG
5'-0" MI
.3 -0" 5'-0' MIN
b 12' C-C PERMISSIBLE
SLOPE 10:1 CONSTRUCTION JOINT
PERMISSIBLE
MAXIMUM
CONSTRUCTION JOINT
B
Z B
SECTION B-B
6'
1Z.
a.o4b LIMITS OF EXPOSED AGGREGATE SIDEWALK
0
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
A
TANGENT PLAN
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND
USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
NOTES:
THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR
NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS.
77=
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP
RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE
CROSSWALK
a
CROSSWALK
`}
RAMP FLOOR ( RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE
WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED
A MAXIMUM SLOPE OF 12:1.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY
4
USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT
(rIj7I j�I�7I
(j�j
ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP
IICRosswAlx
FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
IICROSSWAt.xll
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES
TYPICAL PLACEMENT TYPICAL PLAC MENT
OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2-.
AT INTERSECTION AT INTERSECTION
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR
WITHIN CROSSWALK
HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK,
WITHIN CROSSWALK W
(WITH BUFFER STRIP)
COMPLETE-IN-PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED
IN PAYMENT FOR CURB/CURB AND GUTTER.
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
ENGINEER.
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN
THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER
d
SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN
PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BE THE ENGINEER, AND
SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
DIAGONAL VARIATION
EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
PERPENDICULAR CURB RAMP
SPECIFICATION
REFERENCE
--� (ACCESS FOR
MOBILITY IMPAIRMENTS)
50
203.05
VIRGINIA
DEPARTMENT OF TRANSPORTATION
TABLE 3. 31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species _ (Ibs./acre
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegross
(Lolium multi-florum)
& 50 - 100
Cereal (Win' .r) Rye
(Secal cererile)
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 10C
(Loliium multi-florum)
May 1 - Aug. 31 German Millet 50
(Setaria italica)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Tyre Tall Fescue
90-1007.
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3: 1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 IDS.
- Seasonal Nurse Crop**
20 IDS.
- Crownvetch ***
20 IDS.
150 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail
Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpeo is used, increase to 30 lbs./acre. All legume
seed
must be properly inoculated. Weeping Lovegrass may also be
included in any slope or low-maintance mixtures during
warmer
seeding periods; add 10-20 lbs/acre in mixes.
K /.
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PROP. 8" W/L
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..._._............ ....._
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EX. Ca
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cal
PROP. GRA
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MIN.
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PROP. 8" FIRE LINE
PROP. SAN. SEW.
SEED INCH NOTES:
I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 411.
2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE
OF 92 LBS. PER 1000 SF. (2 TONS PER ACRE).
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 1-155. PER 1000 5F. (1000 L55. PER ACRE).
4• SEED MIX SHALL CONSIST OF rot% KENTUC<Y 31 TALL FESUE AND 33% SERICEA LESPEDEZA
APPLIED AT THE RATE OF 120 L55. PER ACRE.
5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 1-55.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 200 GALLONS PER ACRE.
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DATE: 11/18/03
SCALE: H: 1" = 5�
DESIGNED BY: AS
FILE NO. 3793S
SHEET 5 OF 5