HomeMy WebLinkAbout44-08 Gas Mart Rt. 7 Addition - Commercial - Red Bud - Backfile (2)GENERAL NOTES
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans
in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and
Sediment Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
Trans ortation
(VDZ 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 Develo er, County Representatives, and Representatives of the Virginia Department of
Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The
developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection.
Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. Ana roved set of plans and all applicable permits must be available at the construction site. Also, a
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representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 ill require revised pavement P ectionprepared b Greenwa Engineering and approved b the owner.
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
indicated 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.
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12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less
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 he appropriate authority concerning permits,
cut sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the
current standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall ' be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
VD0T GENERAL NOTES
VI. All work on this project shall conform to the current editions of and latest revisions to the Virginia
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent
shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
Administration (OSHA), Virginia Otil Safety & Health (VOSH) Rules Rlati
mra, anOccupational eaes anRegulations.
V3. When working within VDOT right-of-way, ht-of-wa all traffic control, whether permanent or tem temporary, shall be
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in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic
control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge
Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private public utility companies.
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It is the sole responsibility of the developer to locate and 1 eotify utility facilities or items hat may be
in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the
developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
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subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field
revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
use permits for an work within VDOT right-of-way.
P YPROPOSED
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and
held by the engineer and/or developer with the attendance of the contractor, various County agencies,
utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
public roadway via a construction entrance that is constructed and maintained in accordance with
Section 3.02 of the Vir inia Erosion and Sediment Control Handbook. Furthermore, access to other
properties affected bq his pro"ect shall be maintained through construction. The Developer shall have,
within the limits of the projec , an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
end of construction.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.)
encountered during the course of construction shall be immediately brought to the attention of the
engineer and VDO 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
o private laboratories for testing, the sam es shall be clearly identified and labeled as belonging to a
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project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by 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, density tests shall be performed by a qualified independent
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise.
LEGEND
EXISTING INTERMEDIATE CONTOUR - -- - - -- -330 -- -'
EXISTING INDEX CONTOUR `
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT EX E/P
PROPOSED EDGE OF PAVEMENT PROP E P
EX C&G
EXISTING CURB AND GUTTER'
PROP C&G
PROPOSED CURB AND GUTTER
CG-6 CG-6R
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE - - T----T----T---
PROPOSED TELEPHONE LINE T
EXISTING STORM SEWER EX. 15 RCP
PROP. 15 RCP
PROPOSED STORM SEWER i
EXISTING SANITARY SEWER __S - - -... --S- - - ®S-- �..�
SANITARY SEWER
- - - - S
EXISTING ELECTRIC SERVICE - - E E - - - - E - - -
PROPOSED ELECTRIC SERVICE E
EXISTING GAS LINE - -G - - - -G - - - -G - - -
PROPOSED GAS LINE G
PROPERTY LINE �� ���
FLOW LINE •••- •••-► •••- ••.-► .... ...�
FENCELINE x x x
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE -�d- - - -W- - (W- - -
PROPOSED WATERLINE W/ TEE W -hTIH
EXISTING FIRE HYDRANT
EXISTING WATER VALVE --W- - - -W- -® - -W- - -
PROPOSED WATER METER w ��
PROPOSED REDUCER W
STOP SIGN
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2
HANDICAP PARKING (
VEHICLES PER DAY COUNT 100
VICINITY MAP
SCALE: 1 " = 2000'
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COVER SHEET
EROSION (S)SEDIMENT CONTROL NARRATIVE & COMPUTATIONS 2
EROSION & SEDIMENT CONTROL PHASE I & II 3
SITE AND GRADING PLAN 4
LANDSCAPE PLAN 51;)
LIGHTING PLAN 6
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INSPECTION NOTES
BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING
CODE SECTION 309 M(MERCANTILE) FOR THE RETAIL AND SECTION 304 USE
GROUP B (BUSINESS) FOR THE BANK OF TH ITERNATIONAL BUILDING
'
CODE/2003. (IBC 2003 WAS ADOPTED NOV. 16, 2005 HOWEVER THE 2000
EDITION OF THE IBC CAN BE USED UP TO ONE YEAR FROM THE DATE OF
CODE ADOPTION OTHER CODE THAT APPLIES IS ICC ANSI A117-2003
) /
ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES. SPECIAL INSPECTIONS
ARE REQUIRED PER CHAPTER 17 OF THE IBC.
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21. The contractor is to verify field conditions prior to and during construction and notify Greenway
Engineering at 540 662-4185 immediate) of an discrepancies between actual field conditions and the
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approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard
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proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a '°
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
utilitylines in Frederick County appear below. These numbers shall also be used to serve in an emergency
condiion.
24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
specified by VDOT.
V16. The installation of 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 VDOT acceptance of an streets, all required street si na a and/or pavement markings shall
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be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable basis following
the Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
start of construction. Copies of. all invoices for materials utilized within any dedicated street
right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit
and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
spreader. Density will be determined using the density control strip in accordance with. Section 304 of
the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform
these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity
to be present during the construction and testing of the density control strip.
PROPOSED BUILDING ENTRANCE
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT S p
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER O
EASEMENT LINE
CENTERLINE -
EXISTING SPOT ELEVATION X735.4
PROPOSED SPOT ELEVATION 35 ;?
X
EXISTING TREE LINE
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
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U TUNG NIKI ADHIKUSUMA�
Lic. No. 26715
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PROJECT INFORMATION
PARCEL IDENTIFICATION NO. 55-((A))-37 ALL SIGNS SHALL CONFORM
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TO SECTION 165 30 OF THE
FREDERICK COUNTY
STREET ADDRESS: 1832 BERRYVILLE AVE SUBDIVISION AND ZONING
PROJECT AREA: 1.71 AC ORDINANCES
DISTURBED AREA: 0.40 AC ALL BUILDING HEIGHTS SHALL
CURRENT ZONING: B2 CONFORM TO SECTION 165-83
CURRENT USE: OF THE FREDERICK COUNTY
CONVENIENCE STORE SUBDIVISION AND ZONING
PROPOSED USE: CONVENIENCE STORE/OFFICE BUILDING ORDINANCES
SETBACKS: PROVIDED REQUIRED
SURVEY AND TOPOCRAPHIC INFORMATION
Note: An lace within these plans statingGreenwa Engineering, shall represent Greenwa Engineering, Inc.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
Bridge Specifications. Density shall be determined using the density control strip as specified in Section
315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test
reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall. be
notified and given the opportunity to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and
larger shall be explored below the bottom of the excavation to determine the type and condition of the
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard
PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced
below proposed foundation elevation to determine the type and condition of the foundation. The
contractor shall submit copies of borehole togs and report findings of foundation exploration to the
engineer and VDOT for approvall prior to constructing box. Foundation designs shall comply with VDOT
Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT
after grading is mostly complete.
FRONT '
REAR 125.14' 50'
SIDE 51.04' 50'
MAXIMUM HEIGHT: 35' 35'
OUTDOOR LIGHTING SHALL BE SHEILDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES
F.A.R. CALCULATIONS
LOT 55=((A)) -37 = 74,487.60S.F.
TOTAL = 74,487.60 S.F.
TOT. PROP BUILDING AREA = 7.632 S.F TOT. EX. BUILDING AREA = 4,532 S.F
PROP. BUILDING / LOT AREA = 0.16 < 1.0
700 sf OF PROPOSED OFFICE BLDG WILL BE FOR STORAGE
PARKING REQUIRED PROVIDED
4,532 SF EX. CONVENIENCE STORE 23 23
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7,632 SF 3-STORY OFFICE BUILDING 28 28
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1. Boundary survey was performed by:
GREENWAY ENGINEERING Dated: 05/30/08
2• Aerial, horizontal and vertical control surveys were
performed by: G-REENWAY ENGINEERING 2008
(Year)
3. Aerial topographic mapping performed by:
N/A Dated: N/A
FCSA CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
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2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with:, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water (or forced sewer) main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The contractor must:
1. make application and pay deposit
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
Inspector.
8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. "
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
APPRO VAL
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
FIRE
MARSHAL
S NOTE
Any 'No Parking signs and yellow painted curb locations will be installed Fire lane markings and signaae:
by field inspection at the direction of the Fire Marshal's Office.
TRIP GENERATION DATA
9. For water and sewer services that connect to existing lines:
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a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
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Project Name:
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T R 0 U T 7
Project Number:
4639
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
c) The Authority shall furnish and install all 5/8", 3/4" and 1' water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
meter.
e) The Authority will install all sewer laterals.
SEP 2 - 200
GREENWAY
ENGINEERING
1I0
8�5
OFFICE BUILDING
EX. CAS STATION lU/
CONVENIENCE 5TORE
44e.18
TOTAL:
449.18
(05
2,(085
Magisterial District:
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RED BUD
Date of Plan: (Month, Day, Year)
JUNE 2008
2,150
10. Any water service line must have a backflow prevention assembly (detector double check or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
* TA
EN FROM ITE TRIP GENERATIO
7TH EDITION
Owner:
Address, Includin Zi Code & Tele hone No.
4780 NO PIKE
DATE: JUNE 2008
UTILITY CONTA CTS
SCALE: NO SCALE
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard. No. 1048 or 1047. Any exterior, privately owned fire line shall also
a fire service meter. This assembly shall be installed immediately before the backflow prevention unit.
Radio read remotes are required.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter
and its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
GURCHARAN LAIL
WINCHESTER, VA 22602
540-877-2622
Water/ Frederick County Sanitation Authority Phone: n
P.O.have
Sewer: P.O, Box 1877 PBox 17398
Winchester, VA. ,22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
Developer:
SAME AS ABOVE
Address, Including Zip Code & Telephone No.
DESIGNED BY: JSM
FILE NO. 4639
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
HANDICAPPED PARKING NOTE
SHEET 1 OF 6
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
08-55
I If
Erosion & Sediment Control Phase I Narrative
PROJECT DESCRIPTION
MAINTENANCE
GAS MART RT 7 OFFICE BUILDING IS LOCATED ON THE SOUTH SIDE OF BERRYVILLE PIKE ROUTE 7 IN
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR
FREDERICK COUNTY, VIRGINIA AND IS WITHIN THE RED BUD MAGISTERIAL DISTRICT. THIS PROPERTY IS
HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBER 55-((A))-37 AND IS
0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE
MINIMUM CONSTRUCTION
CURRENTLY ZONED B2. A CONSTRUCTION ENTRANCE WILL BE LOCATED OFF OF ECKARD CIRCLE. THE LIMITS OF
TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED
CLEARING AND EROSION AND SEDIMENT CONTROL ARE SHOWN ON SHEET 3. THIS PROJECT WILL INCLUDE THE
REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS
STANDARDS NARRATIVE
INSTALLATION OF CURB AND GUTTER, ASPHALT PARKING, WALKWAYS AND RELATED UTILITIES FOR CONSTRUCTION
SHALL BE FERTILIZED AND RESEEDED AS
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OF
OF AN 7,632sf OFFICE BUILDING. THE TOTAL DISTURBED AREA FOR THIS PROJECT WILL BE 0.40 AC.
NEEDED UNTIL GRASS IS ESTABLISHED.
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AN EROSION AND SEDIMENTCONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH'THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS:
WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN T'O MINIMIZE ENCROACHMENT, CONTROL SEDIMENT
EXISTING SITE CONDITIONS
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP
I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL. BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON
TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED
FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE
THE TOPOGRAPHY OF THE SITE IS BASICALLY FLAT WITH A SLIGHT FALL FROM THE EAST TO WEST. THE SITE
DRAINS TO ECKARD CIRCLE THE TO AN EX. DITCH ALONG RT 7. THE EXISTING SLOPE OF THE SITE RANGES
EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE.
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ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT AT FINAL
SITE.
COVER MATERIALS.
FROM 2% TO 3%
GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION S14ALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE
DORMANT FOR MORE THAN ONE YEAR.
13. WHEN ALIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE: "HIAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY
ADJACENT PROPERTY
GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR
2, DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
THE SUBJECT PROPERTY IS BORDERED ON THE EAST BY SHENANDOAH HILLS SUBDIVISION, TO THE NORTH BY
REPLACED IMMEDIATELY.
MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET.
BERRYVILLE PIKE RT 7, TO THE WEST BY COMMERCIAL PROPERTY, AND TO THE SOUTH BY WAMPLERS MOBILE
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AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM TTIE PROJECT SITE.
PARK.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A
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3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT O'I`HERWISE PERMANENTLY STABILIZED. PERMANENT
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES.
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VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS AC141EVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND
WILL INHIBIT EROSION.
PLICABLE
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE
OFF -SITE AREAS
THERE ARE NO OFF SITE AREAS FOR BORROW SITES, SURPLUS AREAS, OR WASTE SITES FOR THIS SITE.
PHASES OF LAND DISTURBANCE ACTIVITIES
C 2
CRITERIA:
1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION.
Q U
61 co U
4. SEDIMENTBASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED
AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
A. NO MORE THAN 500 LINEAR FEET' OF TRENCH MAY BE OPENED AT ONETIME.
CRITICAL AREAS
NO CRITICAL AREAS HAVE BEEN IDENTIFIED.
.
2. CLEARING AND GRUBBING FORTEMPORARY CONSTRUCTION ACCESS TO INSTALL
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SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT BASIN, SEDIMENT TRAPS,
RD
I Q)
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFIT:R INSTALLATION.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPFULL SIDEOFTRENCHFS.
EROSION AND SEDIMENT CONTROL MEASURES
DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS).
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6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED ITIROUGH APPROVED SEDIMENT'TRA PPING DEVICE, OR BOTH, AND
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
3. PLACEMENT OF SEDIMENT CONTROL DEVICES.
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DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING sTREAMS OROFF-SITE PROPERTY.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS.
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A. THE MINIMUM STORAGE CAPACITY OF AS ED[ M ENT TRAP SHALL BE 268 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY
AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
5. CLEAR AND GRUB REMAINDER OF SITE.
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CONTROL DRAINAGE AREAS LESS 77IANTI4REE ACRES.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
6. ROUGH GRADE SITE.
W can)
N
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OREQUAL TOTHREEACRES
17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVFDORPUBLIC ROADS, PROVISIONS SHALL BEMADETOM•fINIIIIZEII-IE"TRANSI'OR"1-OF
WIIERE THE
STRUCTURAL PRACTICE:
7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL
8. FINAL GRADING.
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C1.117 to
SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 268 CUBIC YARDS PER ACRE
OF DRAINAGE AREA. THE OUTFACE SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A
COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS
SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. SEDIMENT IS TRANSPORTED ONTO A PAVEDOR PUBLIC ROAD SURFACE,
ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SIIOVELING OR
SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED
1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK
SHALL BE INSTALLED AND MAINTAINED AS SHOWN ON THE EROSION & SILTATION CONTROL PLAN. DURING
9. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
WITH THE INSPECTOR ONCE ALL DENUDE AREAS HAVE BEEN
�•-� .�
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TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF
EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENTLOTS AS WELL AS TO LARGERLANll-DISTURBING ACTIVITIES.
MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE
10. THE APPROVAL OF
STABALIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES.
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ENTERING THE HIGHWAY.
7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE
EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE
TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY "THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIM4EN' AND
THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OFTEMPORARY MEASURES SHALL BE PIERMANENI'LY STABILIZEDTO PREVENT
2. 05 STANDARD SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF SILT FENCE BARRIER - 3.
SEEDING NOTES:
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PROBLEM IS CORRECTED.
FURL TIER. EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE
AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED ON
1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE
i•r F,
a) 0
8. CONCENTRATED RUNOFF SHALL NOTFLOW DOWN CUTOR FILL SLOPES UNLESS CONTAINEDWITHIN AN ADEQUA"I'E TEMPORARY OR YERMANENI
LOUDOUN COUNTY INSPECTOR.
THE EROSION AND SILTATION CONTROL PLAN AND USED AS AN ADDITIONAL MEASURE WHERE NECESSARY TO
VESCH.
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CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
WATERWAYS FROM DEVELOPMENTSITES SHALL HE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE
PREVENT EROSION DURING FINAL STABILIZATION.
19. PROPERTIES .AND DOWNSTREAM
2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
d
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW PATE OF STORMWATER RUNOFF.
PHASIN �G'
3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL
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10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAwT SEDIMENT -LADEN WATER CANNOT
20. ALL MEASURES ussD To PROTECT PROPERTIES AND wnTEawnvs SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES 1MPncrs ON THE PHYSICAL,
PRMONSTRUCTION MEETING SHALL BE HELD ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORK. EROSION
AND SEDIMENT CONTROL MEASURES SHALL BE INSTALL IN TWO STAGE PHASES IN ORDER TO PROPERLY AND
(TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE).
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ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TOREMOVE SEDIMENT.
CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTIu.RWATERS OFTHESTATE.
MINIMIZE THE SEDIMENT FROM LEAVING THE SITE DURING CONSTRUCTION PROCESS.
4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER
ACRE).
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY
PHASE I' ALL PHASE 1 MEASURES BE INSTALLED PRIOR TO CLEARING AND GRUBBING
5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED
REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
THE SITE
PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE.
1. INSTALL CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) AT LOCATION SHOWN ON SHEET 4. WASH RACK
6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
SHALL MINIMIZE MUD CARRIED ONTO SPERRYVILLE PIKE ROUTE 522. IN ADDITION TO WASH RACK THE COUNTY
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A
INSPECTOR MAY REQUIRE CONTRACTOR TO PROVIDE WASH BAY TO WASH OFF MUD FROM ALL VEHICLES BEFORE
RATE OF 200 GALLONS PER ACRE.
LEAVING THE CONSTRUCTION SITE.
T) ST CONTROL:
2. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO
1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT
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FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE
LITTLE OR NO CONSTRUCTION TRAFFIC.
2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH
ONCE THE SEDIMENT CONTROL MEASURES ARE INSTALLED, INSPECTED AND APPROVED BY THE COUNTY
WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST.
INSPECTOR, BEGIN SITE CLEARING & GRUBBING WITHIN THE LIMIT OF CLEARING AREA. IF DEEM NECESSARY"'
THE INSPECTOR MAY REQUIRE OR REQUESTED ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES TO BE
W
ADDED BEYOND WHAT HAVE BEEN SHOWN ON THE EROSION CONTROL PLAN.
CONSTRUCTION OF A SILT FENCE GRAVEL
CURB INLET SEDIMENT
VEGETATIVE SURE
(WITH WIRE S UPPOR T)
PERMANENT ORTEMPORARYSOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
FIL TER
APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
TRENCH UPSLOPE ALONG THE LINE 1. SET POSTS AND EXCAVATE A 4LINE 2. STAPLE WIRE FENCING To THE Posrs.
DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL
AREAS THAT ARE TO BE LEFT DORMANT FOR
RESPONSIBLE LAND DISTURBER
OF POSTS.
`__
MORE THAN SIX (16) MONTHS.
\
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TEMPORARY TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT
FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION
NAME:
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_
IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE
TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR
CERTIFICATION
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v I �y �11 II STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN
IIII I� FIVE (5) DAYS AFTER THE INSTALLATION.
PHASE II
DATE
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1
1. NEARING COMPLETION OF THE PARKING GRADE, THE STORM SEWER WILL BE CONSTRUCTED AND INSTALLED
ACCORDING TO THE DESIGN PLAN. INLET PROTECTION WILL BE INSTALLED ON ALL NEW INLETS THROUGHOUT
FLO W _ _
III III
a•
THE SITE. SILT FENCING IS TO BE INSPECTED ALONG RIGHT-OF-WAY LINE.
2. ANY DAMAGE TO THE EXISTING CONTROLS ENCOUNTERED DURING PIPE LINE INSTALLATION OR ROAD GRADING
THE RESPONSIBLE LAND DISTURBER
O TUNG NIKI ADHIKUSUMA�
Lic. No. 26715
•
OPERATION ARE TO BE TEMPORARILY REMOVED AND BE REPLACED AT THE END OF EACH DAYS WORK. THE
GRAVEL FILTER 12
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3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL RUNOFF WATER
WIRE MESH
SEDIMENT CONTROL MEASURES SHALL BE INPECTED TO ENSURE THEY ARE FUNCTIONING.
�I
IS THE PARTY RESPONSIBLE FOR
�FENCE
ass
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FILTERED WATER
3. FILL SLOPE SURFACES SHALL BE LEFT IN A ROUGHENED CONDITION TO REDUCE SHEET FLOW AND RILL
j OUNAL
EROSION OF THE SLOPES. CONTRACTOR SHALL REDIRECT AND CONCENTRATE FLOW AWAY FROM THE FILL
' : o',. . a :' •
SLOPES BY INSTALLING EARTH BERMS AND OUTLETTING THE RUNOFF TO THE STABILIZED OUTLET OF
SEDIMENT TRAPS.
CARRYING OUT THE LAND DISTURBING
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4. THESE MEASURE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION ACTIVITIES AND THROUGH ALL PHASES
OF GRADING UNTIL UPLAND AREAS ARE STABILIZED.
ACTIVITY AS SET FORTH IN THE PLANS.
(T
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IIII
_
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AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND GROUND COVER ON ALL DISTURBED AREAS HAS BEEN
ESTABLISHED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED, AND THE GROUND PERMANENTLY
C� SEDIMENT
/ �
III II
STABILIZED WITH VEGETATION UPON APPROVAL BY THE CITY INSPECTOR.
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FLOW
-°:
MANAGEMENT STRATEGIES
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CONCRETE GUTTER
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12„
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS
III I III II" '
CURB INLET
POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION
EXTENSION of FABRIC AND WIRE INTO THE TRENCH.
AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE
EROSION/5�D11"(�NT CONTROL LEGEND
SPECIFIC APPLICATION
CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM.
FILTER FABRIC
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE REMOVED AND CLEAN UP THE
NO. KEY 5YMBOL DE5GRIPTION
>
E-
LE AT CURB INLETS
AIS TCAUSE
REMAINING DEBRIS.
WHERE PONDING IN FRONT OF THE STRUCTURE NOT LIKELY
E-+
H
IIII I WIRE I I INCONVENIENCE OR
W AREAS.
DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED,
SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500
O TEMPORARY GRAVEL CONSTRUCTION
3.02 GE
�+
E-4 Qi
FEET OF TRENCHES
ENTRANCE
ARE TO BE OPEN AT ANY ONE TIME.
N
F�
• GRAVEL SHALL BE
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
VDOT #3, #357 OR 5 COARSE AGGREGATE.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED
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Shlxrood Ally nt SOURCE: VA. DSWC
PLATE 3.07-6
AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF
3.(d5 O X�� - SILT FENCE
GRADING.
STONE CONSTRUCTION ENTRANCE
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL
MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE
3.01 IP STORM DRAIN INLET PROTECTION
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1-1
CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO
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CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE
STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
3.08 GIP CULVERT INLET PROTECTION
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70' MIN. ExISnNG
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NOTES:
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3.013 pp TEMPORARY DIVERSION DIKE
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FILTER CLOTH-"" 6" MIN. A MOUNTABLE BERM
(OPTIONAL)
I. ALL TEMPORARY CONTROLS ARE TO BE REMOVED
WITHIN 30 DAYS ONCE NO LONGER NEEDED: TRAPPED
E-+
�
SIDE ELEVATION
SEDIMENT SHALL BE REMOVED AND STABILIZED.
3.10 FD FD TEMPORARY FILL DIVERSION
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EXYISnNG GROUND
2. ALL DAMS, DIKES, AND DIVERSIONS ARE TO BE
STABILIZED IMMEDIATELY AFTE CONSTRUCTION
3.11 WD OF WAY
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TEMPORARY RIGHT DIVERSION
70' MIN.
Q
10 MIN.
3. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM,
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(OP-L)
EROSION, ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT
3.12 DIVERSION
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10' MIN.
4. ANY SEDIMENT FROM THIS SITE ON PUBLIC OR PRIVATE
3.13 TEMPORARY SEDIMENT TRAP
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17' MIN ExisnNc
ROADWAYS SHALL BE CLEANED IMMEDIATELY.
PA "ENT
3.16 OP OUTLET PROTECTION
_
PRN-1
WOT /7 NIGE 0' MlN.
POSMVE DRAI
I
-` / ~ , ~�
3-20 CD ROCK CHECK DAMS
..
COURSE AGGREGATE e TO SEDIME,�rT
' TRAPPING OE1AC£
•
-
3.33 O O SODDING
MUST EXTEND fVl1 INDTN
OF INGRESS AND EGRESS PLAN VIEW
oPEwATmN
G R E E
�1%AY
338 TP 0-0-0 TREE PROTECTION
12' MIN
ENGINEERING
LGG LIMITS OF CLEARING 6 GRADING
J• MIN.
ffE
J• MIN.
f2TER CLOTH �
n DRAINAGE DIVIDES
DATE: JUNE 2008
SECTION A -A
6-�
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
SCALE: AS SHOWN
14 DAYS AFTER START
DESIGNED BY:
JSM
FILE NO. 4639
REINFORCED CONCRETE DRAIN SPACE
SHEET 2 OF 6
SECTION B-B
0 8 - 5 5
SOURCE ADAP7E0 from 198J Ma IGnd Standards for Soil erosion and Sediment Con tio% and Va. DSWC Plate J02-1
I R
I U _ LRl�- --s----�'��X�I
.. -S----�®�TE�-S -S- INST. No. 030017204 ZONE: RP
11IV,p ''am9 USE: RESIDENTIAL ZONE: RP USE: RESIDENTIAL
I ! MAKE HOLE FOR EX. RESIDENTIAL
I I I 411 5NAITARY 5EWER USE: RESIDE
1 I LATERAL LARGER ELEC. TRANS.
, .mm.+ee.:a .nx9ar.em rmneeew r".ec'Ra+
ENOUGH TO LIMITS} OF CLEARING AND GRADING
— ACCOMODATE NEW 20' SANITARY SEWER ESMTrr--
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- - - - - - - - - -
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TIE EX. 411 5ANITAR�------------------------„-=--_---_0
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APPROX. CANOPY LOCATION C.D
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—All ll A' —
:� _ ,_ _ m 1r, _
SLOPE UPS T
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L NT5 CJ'� t
POLE
1�
— -- �� ��. 1 �1aA�'�O>�'{t�.�.00ATI 8" lU/M
<;4:1R:
"V: _ __ / .• m _,�� �� 20 10 0 20 40
�' LI IT5 OF CLEARING AND GRADING
I"X4"X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, 'TOE NAIL TO I
4"X4"XIV POSTS
125" 4'-0" L
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NOTES: _
1. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG. — —
2. FINISHED SIDE OF FENCE SHALL FACE M
ADJOINING PROPERTY, IF APPLICABLE. �o
COMPACTED GRAVEL -
"1-I-
WOOD FENCE DETAIL 4 GATE OR APPROVED EQUAL
FOR 'DUMPSTER ENCLOSURE
NOT TO SCALE
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE.
'SIGN (SEE DETAIL)
FC OR
WHEEL STOP
WITH P 2'
T
STRIPED AREA
LIGHT COLORED REFLECTIVE
BACKGROUND MAT'L.
I
1
DARK COLORED 2" LETTERS
& 3/8" BORDER
RESERVED
INTERNATIONAL SYMBOL
PARKING
OF ACCESSIBILITY
6
24
4.0' MIN.
7.0' MAX.
HANDICAPPED DISPLAY CONDITIONS
SYMBOLS 8' MIN.
UNLAWFUL 4" STEEL PIPE FILLED WITH CONCRETE
PARKING IN THIS
SPACE IS SUBJECT
8' VAN ACCESSIBLE SPACE TO A FINE OF DARK COLORED REFLECTIVE
5' FOR REGULAR SPACE $50.00 TO $ 100.00 BACKGROUND MATERIAL
HANDICAPPED PARKING DETAIL NOTE:
LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE.
WIRE MESH REINFORCING V•D.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
T CLASS A-3 CONCRETE
T \ 6" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT 5TM-1 METHOD)
TRA5H DUIMF'STER FAD
(NOT TO SCALE)
SHOPPING CENTER T"I'PICAL FAVEI" 1ENT SECTION
NOT TO SCALE
LIGHT PAVEMENT/PARKING SECTION
1.5" SM-9.5A SURFACE COURSE
3" 511-25.0 BASE COURSE
6" SUBBASE VDOT STD. GR-215
�IIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII �IIIII�IIII� coMPAcrED SUBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A BUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST
OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
PVMTSECT
treated 2'x 4' wtih top 8' painted due
V coupling (PJ X FIP) and
MIP plastic plug on 6 tell piece
.norm nv.v 24'
Sid.
saddle with
12 U ed gauge solid Ina let
corpP stop
V
copper wire for line tacng, one
toped at 10 loot laervals
Same Side
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 w SOR21 pipe. The piping shall run ham one loot beyond sidewalk, across the
street, to one foot beyond sidewalk
b) Install 12 gauge solid insulated copper wire (tor line tracing) from oorp stop to Into the meter box [wrap was around corp.
stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle bell vale;
terminate with 1 Y tall piece].
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
5/8" x 3/4', 3/4" AND 1" METER INSTALLATION
-7- JUN 06
concrete pad
1'-8' die. x W deep
I— in
to property tine —I
a4' stone �
roadwayy x • >
screw type
Y service saddle
—2 �07
rFIP/PJooupling 48'
MIP/ P
coupling
polyethylene r bell valve curb -
tubing (PE'T)1hy pal atop w/Y gala
wt
co mio rxrerre Inserts all
covalve sating nut
Vatvco, Inc Volvo box assembly:
Ild: Figure No. 7 marked WATER'
top section: Figure No. 7826TO
bottom section: Figure No. IBOB24
finished
grade
4' atone
Y SCH 00 PVC
FIP cep
Y brass
nipple, 2' long
2' SCH 80 PVC FIP x
female soNerrt weld
coupling
brick base
24
stone
Y SCH 8o PVC
:..:...............................
2' SCH PVC solvent
SCH 80 PVC MIP
weld W bard with
x female solvent
1/8' weep hob
weld coupling
FLUSHING / SAMPLING ASSEMBLY
-11- MAY 06
spigot by gasketed bell 45" bend
r —.{
veNcc, Inc valve box essernbly:
lid: Figure No. 7 marked SEWER
top section: Figure No. 7S28TO
®
bottom section: Figure No. 180824
T minimum
concrele skid pad
geaketed pipe and fa inga
finished
18• die. x 8' deep
grade
8' x 4' gasketed bell wye
SDR 35 sdven
weld .cap
:..
i0•
Colons
finished
property
Me I
�}'.
Penella Model PA4SV-CSK (41 coal Irwr
grade
18•
oQo
deanout cep with standard gasket and brass
Plug hang a countersunk square heed
vw
heavy wall
location marker
38' min.
cover
brick base
atone
� -
sanitary
newer mein
wYa :�:�.
45° bend
treated 2'x 4with
45'
top 6"painted
khted green
: f.::::.::::::•:
�— ,
......... 4 pipe al 2.009G
. ....
minimum grade
............ ....
none
All pipe and Rttings
shell be SDR 26 heavy wall sewer.
All pipe and Fittings shall be SDR 26 heavy wall sewer.
SEWERI LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
-'17-
6�
.-o
685
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES 680
SEE SITE PLAN
1/4" = I'
'e.
A 11
",
e
4
. ° -d .
e
• 4 '
.4'�
e
° A
e
a e '
0
4"
11
I —I I —III —III —I I (—IIII I —I
COMPACTED 5U5GRADE
(SO%, DENSITY)
CONCRETE 51DEWALK DETAIL
(NOT TO SCALE)
6i5
665
660
MAY OB
SEWER CLEANOUT
-19-
MAY 06
CONCRETE CRADLE
STANDARD
4" soled
eddlll
2 O.D.
Cooled
adds
Al backfill to be compacted to
95% of ASTM D698 maximum
density.
CONCRETE ARCH
24" select
backfil
6"
-- r
CONCRETE ENCASEMENT
TRENCH & BEDDING
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BOARD ON BOARD FENCE
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DUMPSTER DUMPSTER
Ill.p
LLARD (TYP)
20'
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
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TUNG NI19 ADMKUSUMA
Lic. No. 26715 Ill
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E'P" 2 - 2 0 0 8
_1 a i Eft":.�Ei".,I iG
DATE: JUNE 2008
SCALE: AS SHOWN
DESIGNED BY: JSM
FILE NO. 4639
SHEET 4 OF 6
08-55
T.M. 55B-2-1-1 T.M. 55B-2-1-5A & 7
ILLIAM J. KETRON, ET, UX NDA KECKLEY TIMBROOK INv.oUT = 615.64
T.M. 55B-2-1-3 & 5 LIAP
EX. D.B. 850, PG. 23 -- ---- -
(\ ,,,i.ri„t B 7 0 0 �. - 17
--,---ONE:SP---S--- -5---SRO
ZONE: ,
INST. No. 030017204 ZONE. RP GL
USE: RESIDENTIAL FOR R IDENTI L `
IV otl �.$09 RO ED FENCE S E . E S ,k
I HOLE FOR EX. Z O NL . R TO MATCH
MAKE
47 1 I 1 4�� SNAITARY SEUJER USE: RESIIWFi =SCE
1 I -- -- -- -- Z, Sir
I 1 I LATERAL LARGER __ --
ENOUGH TO ELE. T
4ccoMOI)ATE NEW &EWER E5MT
20 5AITARI N' ,J► rr��
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+681.63 ` 1@
------ A � -- - — �, �7� TOP=61 .9O �
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4 INV=61 .63 6 i. 'In k" I
25' AGT{VE "-I - - �' -
X. 4" SANITARY ----- ------- - - co. 6
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EtEfZ— AfiEi �L iN�o
7>b-4 t1X �,I ,
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APPROX. CANOPY LOCATION �/ + 1 u�
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ENCLOSED
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--- ---------------- J 35' a.R.�c��l - - a---i
_'S 1DNI C -V01 key L. ►� 9tr_ ice ;; Lim + 677
----- ---- --- ----- --- VENTS---cnr><c.�n�L.__----- L- 5/ �5�a E�M7_ 6 -
POLE 1 i�❑ �� , ��'
6 u
7$8S \ \ 'l6 • +
- -� --W--- °----W--- +'-�---�=W�--- - '--- -� -..-- APP O�II tELOCATfQIB°_lU/M --W--" -W-
INTERIOR PARKING LOT LANDSCAPING (165-27EX11Xb): I TREE PER 10 SPACES
31 SPACES PROPO-SED/ 10= 3.1 OR 4 TREES PROVIDED
PERIMETER LANDSCAPING (165-21-(EXIIXa): 422,043 IMPERVIOUS AREA
I TREE ® 20005F FOR 1ST 100000 SF OF IMPERVIOUS AREA / 2000 = (D TREES PROVIDED
BUFFERS 065-375)2 FULL BUFFER SCREENING
,50UTHERNPROPERTY LINE: BUFFER ALREADY INPLACE
'EASTERN PROPERTY LINE: 100 LF BOARD ON BOARD FENCE
23 TOTAL PLANTS = 13 DECIDUOUS 4 10 EVERGREEN
1 W
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1 � (M
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BOTANIC NAME
COMMON NAME
QUANTITY
SiZE
CL
Cupressocyparis leylandii
Leyland Cypress
10
4' HT 545
CA
Acer ginnala
Amur Maple
13
2" cal B4B
1 F
Malus floribunda
Flowering Crabapple
16
2" cal 545
NOTE:
*THE PLACEMENT OF TREES SHOWN ON THE PLAN MAY CHANGE AT THE FINAL
FUTURE 51TE PLAN STAGE. THE OWNER RESERVES THE RIGHT TO RELOCATE
TREES TO MAKE THE 51TE ASCETICALLY PLEASING.
*ALL PLANTS SHALL CONFORM WITH 1&5-368 OF THE FREDERICK COUNTY ZONING
ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST 5E APPROVED IN WRITING BY
FREDERICK COUNTY PLANNING DEPARTMENT.
DIG HOLE 2X-3X ROOT BALL WIDTH 'i
TREE PLANTING — VERTICAL STAKES
TREES <4" CAL. SCALE: NOT TO SCALE
PRUNE DOMINANT LEADERS
PRUNE RUBBING OR
CROSSING BRANCHES
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY
REMOVE TAGS AND LABELS
CUT AWAY ALL BALLING ROPES
TOP OF BALL IS TO BE 2"
EXISTING GRADE:
REMOVE TOP OF WIRE BASKET
-I 11= IIIIIIII IIIIIIIIIII . -
WIDEN AND SCORE
HOLE WALLS I I=� 1=1 I I —I 11=
—III-1 � I—
— I- I' I I I=1 I I- IY� I=
REMOVE CONTAINER AND
CUT CIRCLING ROOTS IF
CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT
MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH
2X-3X BALL DIA.
TREE PLANTING DETAIL
TREES <4" CAL.
SCALE: NOT TO SCALE
VN OR TIE
HOSE
. WITH TIE
STAKES
) TO FIRM
SOIL
STAKES
) TO FIRM
SOIL
TAKES PARALLEL
S AND BUILDINGS
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES AND WATER SPROUTS
— PRUNE BROKEN BRANCHES
��- PRUNE SUCKERS
2"-3" MULCH KEPT
--'-��- AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
UNAMENDED BACKFILL SOIL
I' WATER TO SETTLE SOIL
- AREA FOR WATER DRAINAGE
GENERAL CONDITIONS
Z
SCOPE OF WORK
The landscape contractor shall provide all materials, labor and equipment to complete all
landscape work as shown on the plans and specifications.
NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check
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the plant list quantities with the symbols drawn on the plan, to be sure there are no
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discrepancies. If there is a discrepancy between the drawing and the list on the plans, the
drawing takes precedence.
STANDARDS
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A. All plant material will conform to the current issue of the American Standard
UJp in
for Nursery Stock published by the American Nursery & Landscape
0 co
Association (ANLA).
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B. Plant material must be selected from nurseries that have been inspected and
I
certified by state plant inspectors.
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C. Collected material may be used only when approved by owner's
ao
representative.
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D. Nomenclature will be in accordance with Hortus III by L.H. Bailey.
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SUBSTITUTIONS: PRE -BID
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It is the landscape contractor's responsibility to make every reasonable effort to find the
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material speified by the architect. The landscape contractor may offer substitutions to
-
the landscape architect for his/her consideration. The landscape contractor will notify the
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landscape architect if there are known diseases or insect resistant species that can be
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substituted for a selected pest -prone plant. The contractor shall submit a base bid as per
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plan plus price clarifications for all recommended substitutions.
SUBSTITUTIONS: POST -BID
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It is the intent to eliminate post -bid substitutions. However, in the event that the contract
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material has become unavailable, an appropriate substitution must be approved by the
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owner's representative.
UTILITIES AND UNDERGROUND FEATURES
W
ri
The landscape contractor shall notify utility companies and/or the general contractor in
advance of construction to locate utilities
A. If there is a conflict with the utilities and the planting, the landscape architect
shall be responsible for relocating plants prior to the planting process. Any
cost due to relocating after planting shall be borne by the owner.
DRAINAGE
Z
f plants are to be installed in areas that show obvious poor drainage, and the plants are
0
nappropriate for that condition, the landscape contractor shall notify the landscape
y)
rehitect and owner. If they deem necessary, the plants shall be relocated, the contract
hall be adjusted to allow for drainage correction at a negotiated cost, or the plant
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election modified by the landscape architect to accommodate the poor drainage
ituation.
WARRANTY
A. The standard warranty is for a one (1) year period, excluding bulbs, sod and
annuals, commencing on the date of initial acceptance. All plants shall be
alive and in satisfactory growth at the end of the guarantee period.
B. Any material that is 25% dead or more shall be considered dead and must be
replaced at no charge. A tree shall be considered dead when the main leader
has died back, or 25% of the crown is dead.
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C. Replacements shall be made during the next planting period.
E--I
D. Replacements shall be of the same type, size and quality as original species
unless otherwise negotiated.
A
STANDARDS
A. Plants will be in accordance with the current ANLA's Standards and conform
in to representative species.`rH
OF
general
B. Balled and Burlapped (B&B)
l .Balled and burlapped plants shall be dug with firm root balls free off
✓�
noxious weeds. There should be no excess soil on top of the root ball or
around the trunk.
2. Ball sizes shall be in accordance with ANLA Standards.
J TUNG N119 ADFIIKUSUMA�
3. Caliper and Height Measurement: In size grading B&B single -trunk trees,
Lie. No. 26715
caliper shall take precedence over height. Caliper of the trunk shall be taken
O�
6" above the ground level (up to and including 4" caliper size) and 12" above
1
SSIONAL�
the ground level for larger trees. For multiple -trunk trees, height
measurement shall take precedence over caliper.
C. Container -Grown Stock
LThe size of container -grown shrubs is measured by height and width of
plant. Container -grown trees are measured by the same standards listed in
B.3 above. The root system of container -grown plants shall be well -
developed and well -distributed throughout the container.
2. All container -grown trees and shrubs that have circling and matted roots
shall be treated in the following manner prior to planting: using a knife or
sharp blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all
circling roots. See Planting Procedures For All Container -Grown Trees &
Shrubs in this section.
3. All container -grown plants should be grouped and watered daily until they
are planted in the landscape, the soil shall be kept moist with the equivalent of
one inch of rainfall per week.
A. Pruning shall be done before planting or during the planting operation.
Pruning Detail for Trees in this section.
B. All plant material in transit shall be covered to keep material from drying out.
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The covering shall comply with state and local laws pertaining to the
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transport of materials
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C. Trees shall be placed in an upright position with the rootball covered by mulch
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and kept moist. Trees and shrubs should not be left on site implanted for more
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than 24-hours without adequate water to insure roots survial.
INSPECTION
Z
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a. Plants may be subject to inspection and approval by the owner or owner's
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representative at the place of growth or holding yard for conformity to
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specification requirements as to quality, size and variety.
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b. Plants damaged in handling or transportation can be rejected by the owner or
owner's representative.
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c. State nursery inspection certificates shall be furnished to the landscape
architect upon request.
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PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES &
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SHRUBS
W
A. Remove the plant either by cutting or inverting the container.
B. For untreated plastic container grown plants with circling roots, use a sharp
knife to make V cuts the length of the rootball.
_
C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above..
existing
4
grade.
J
D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from
the trunk of all trees and shrubs.
E. Plants grown in root containment bags must have the bags removed during
SE 2 - 2CM8
the planting operation. No additional slashing of the rootball is necessary.
i
Gr)EFIN,"IVAY
EN !N'EEER1i�IG
DATE: JUNE 2008
SCALE: 1"=30'
DESIGNED BY: JSM
FILE NO. 4639
SHEET 5 OF 6
08-55
Rev #
REVISI❑NS
Date
M.
Based on the information provided, all dimensions and luminaire locations
shown represent recommended positions. The engineer and/or architect
must determine applicability of the layout to existing or future field
conditions.
This lighting pattern represents Illumination levels calculated from
laboratory data taken under controlled conditions utilizing current
Industry standard lamp ratings In accordance with Illuminating
Engineering Society approved methods. Acutal performance of any
manufacturer's Luminaire may vary due to variation in electrical voltage,
tolerance in lamps and other variable field conditions.
U.0 U.0 U.0 U.0 U.0 U.1 U.1 U.0 U.0 U.1 U.0 U.0 U.0 U.0 U.0 U.0 U.1
+ + + + + + + + + + + + + + + + +
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Calculation Summary
Label
I Avg
I Max
I Min
I Avg/Min
Max/Min
OVERALL SUMMARY
4.92
7.1
2.7
1.82
2.63
Luminaire Schedule
Symbol
I Qty
Label
ILumens
I LLF
IDescription
2
1 A
182000
1 0.800
1 WLS-FVR-SR-750-PSMH-F-GS 30' POLE 3' BASE
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EMEMMi
EP Z - 2038
GIREUTVAY
ENC-
DATE: JUNE 2008
SCALE: 1"=20'
DESIGNED BY: JSM
FILE NO. 4639
SHEET 6 OF 6
08-55
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GENERAL NOTES
lCountyconstruction
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
EXISTING INTERMEDIATE CONTOUR - - - - - �-
-330-
SCALE: 1" = 2000'
Z
standards and specifications and/or current VDOT standards and specifications.
P / P
2. Measures to including detention basins during
Department of Transportation VDOT Road and Bride Specifications and Standards, the Virginia Erosion
P 1 (. ) g P g
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
________-__ _
EXISTING INDEX CONTOUR ---__________-.-. •••� 330
-
�
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control erosion and siltation, ponds serving as silt
be to issuance the development The these
a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent
PROPOSED CONTOUR 400
construction, must provided prior of site Permit. approval of plans
his Virginia Erosion
shall govern.
EX E P
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in no way relieves the developer or agent of the responsibilities contained in the and
Sediment Control Handbook.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
� Y P P Y
EXISTING EDGE OF PAVEMENT -- -- --
PROP E/P
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I � R y►ILEPl
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3. A be from the Office the Resident Engineer, Virginia Department
Administration (OSHA) and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
:-\1\_
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permit must obtained of of
Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
V3. When working within VDOT :right-of-way, all traffic control, whether permanent or temporary, shall be
EX C&G
EXISTING CURB AND GUTTER _ - --- _-- -
-- -
7 -�
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in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic
PROP C&G
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
law.
control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge
Specifications.
PROPOSED CURB AND GUTTER
i
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required under State
CG-6 CG-6R
_
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be
s a and 1 utilities, including
V4 The developer shall be responsible for relocating, at his expense, any n all uti g
TRANSITION FROM CG-6 TO CG-6R
(
%
01
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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
traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies.
It is the sole responsibility of the developer to locate and identify utility facilities or items that may be
EXISTING TELEPHONE LINE
t�
> C\2 I
1
developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection."
Refer to
in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the
developer responsibility. er from this res onsibilit
PROPOSED TELEPHONE LINE T
EX. 15" RCP
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
-
EXISTING STORM SEWER -�5
cc
6. An approved set of and all applicable must be available at the construction site. Also, a
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
deemed by VDOT. Any incurred field
PROP. 15 RCP
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plans permits
PP P PP P
the developer be times.
sub)ect o change as necessary additional expense as a result of any
-.
PROPOSED STORM SEWER
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representative of must available at all
revision shall be the responsibility of the developer.
t��"� _' _
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C\2
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
g g g
Control Devices (MUTCD).
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
use permits for an work within VDOT right-of-way.
P Y g y'
EXISTING SANITARY SEWER ---� --5- -- -- -- - -- -•- - --
PROPOSED SANITARY SEWER
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and
EXISTING ELECTRIC SERVICE - - E - - -- --- E - - -- - E - --- --
_ (-
a)
held by the engineer and/or developer with the attendance of the contractor, various County agencies,
- E-
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE E
SHEET INDEX
^
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
-
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
EXISTING GAS LINE
COVER SHEET 1
indicated on the plans and as required at the field inspection.
required or requested inspection.
o
PROPOSED GAS LINE G
EROSION & SLDIMENT CONTROL NARRATIVE & COMPUTATIONS 2
N
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
PP P P P P
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
P g
&
EROSION & SEDIMENT CONTROL PHASE I It 3
be minimum 6" diameter and conform to VDOT standard SB-1.
public roadway via a construction entrance that is constructed and maintained in accordance with
PROPERTY LINE _�__ ___
�
Construction debris be in less
Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
SITE AND GRADING PLAN 4
� W an
12. shall containerized accordance with the Virginia Litter Control Act; no than
litter be the
properties affected by this project shall be maintained through construction. The Developer shall have,
FLOW LINE
LANDSCAPE PLAN 5
one receptacle shall provided at construction site.
within the limits of the project, an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
FENCELINE - x x x - -- -
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior
to it is the to dust, to take
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
entering public streets, and contractors responsibility clean streets, allay and
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
rectified.
EXISTING POWER POLE
condition at all times.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
EXISTING TELEPHONE PEDESTAL
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.
end of construction.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
EXISTING WATERLINE W/ TEE -- -Vir- -- -- -W- -� Fl+-W -
'aA
z
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
conflict points.
PROPOSED WATERLINE W / TEE W
.. /
O
the Frederick County Sanitation Authority.
EXISTING FIRE HYDRANT ��11
r&
current standards and specifications of
V12. Any (e.g unsuitable soils, springs, sinkholes, voids, caves, etc.)
16. The location in these taken from
unusual subsurface conditions
EXISTING WATER VALVE - -"� J` i -�`-' - -�'- __
of existing utilities shown plans are existing records. It shall be the
to the horizontal location
encountered during the course of construction shall be immediately brought to the attention of the
W
contractors responsibility verify exact and vertical of all existing utilities as needed
engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the
�y
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
engineer and approved by VDOT.
PROPOSED WATER METER W -oW
INSP�' C TION NOTE S
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
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
to fill. Where CBR testing is VDOT
PROPOSED REDUCER W
result of his construction project within or contiguous to the existing right-of-way.
representative prior placement and required, a representative shall to
present to insure the sample obtained is representative of the location. When soil samples are submitted
BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING
18. When grading is proposed within easements of utilities letters of
g g p p permission from all involved companies
to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a
p
STOP SIGN
CODE SECTION 309 M MERCANTILE FOR THE RETAIL AND SECTION 304 USE
M(MERCANTILE)
be provided to Frederick County Public Works Department prior to issuance of grading and/or site
f
project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
GOT standards and procedures.
PARKING INDICATOR
GROUP B (BUSINESS) FOR THE BANK, OF TH ITERNATIONAL BUILDING
development permits.
INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12
CODE/2003. (IBC 2003 WAS ADOPTED NOV. 16, 2005 HOWEVER THE 2000
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.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99
EDITION OF THE IBC CAN BE USED UP TO ONE YEAR FROM THE DATE OF
IS ICC/ANSI A117-2003
(�
E-�
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
Method A, within p1us or minus 2% of optimum moisture for the full width of any dedicated streetL
right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent
HANDICAP PARKING
CODE ADOPTION 0'Y HER CODE THAT APPLIES
) •
ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES. SPECIAL INSPECTIONS
�
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
VEHICLES PER DAY COUNT 100
ARE REQUIRED PER CHAPTER 17 OF THE IBC.
engineer must be notified immediately.
submitted to VDOT daily, unless specified otherwise.
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 field
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and, cr as
PROPOSED BUILDING ENTRANCE
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS `'BALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION,TH
OF
actual conditions and the
approved plan.
specified by VDOT.
f, j
PROJECT INFORMATION
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
PROPOSED STREET NAME SIGN
r�
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
VDOT minimum design standards and is the responsibility of the developer.
PROPOSED SANITARY LATERAL CLEANOUT S
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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.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall
be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis foll-owing
SANITARY MANHOLE IDENTIFIER 12
O
r •
PARCEL IDENTIFICATION ivy,. 55-((A))-37 ALL SIGNS SHALL CONFORM
SECTION 165-30 OF THE
TUNG NIKI ADHIKUSUMA�
i cNo. 26715
TO
0
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed
the Manual On Uniform Traffic Control Devices.
r �
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
V18. The developer shall the VDOT Residency Office with a list of all material sources to the
STORM DRAIN STRUCTURE IDENTIFIER 6
FREDERICK COUNTY
SUBDIVISION AND ZONING
S'
ZONAL
underground
P P �
lines in Frederick County below. These be
provide prior
P P � P
Copies
STREET ADDRESS: 183�' BERRYVILLE AVE
utility appear numbers shall also used to serve in an emergency
start of construction. of all invoices for materials utilized within any dedicated street
PROJECT AREA: 1.71 AC ORDINANCES
condition.
right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit
EASEMENT LINE
24. All utilities to be located underground.
and total prices may be obscured.
DISTURBED AREA: 0.40 AC ALL BUILDING HEIGHTS SHALL
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
V19. Aggregate base and subbase materials shall be laced on subgrade b means of a mechanical
� g Y
s reader. Densitywill be determined using the density control strip in accordance with Section 304 of
CENTERLINE
735.4
CONFORM TO SECTION 165-83
CURRENT ZONING: B2
g Y P
t VDOT Road Bridge
EXISTING SPOT ELEVATION X
OF THE FREDERICK COUNTY
e and Specifications and VTM-10. A certified compaction technician shall perform
these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
PROPOSED SPOT ELEVATION
CURRENT USE: CONVENIENCE STORE SUBDIVISION AND ZONING
In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity
during
X35�
PROPOSED USE- CONVENIENCE STORE/OFFICE BUILDING ORDINANCES
to be present the construction and testing of the density control strip.
EXISTING TREE LINE
SETBACKS: PROVIDED REQUIRED
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road. and
Bridge Specifications. Density shall be determined using the density control strip as s ecified in Section
315 and VTM-76. A certified comppaction technician shall these tests. Certifie? test
FRONT 35' 35'
REAR 50' 50'
SUR KEY AND TOPOGRAPHIC INFORMATION
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, inc.
perform copies of
reports shall be submitted to WDOT daily, unless specified otherwise. A VDOT representative shall be
notified and given the opportunity to be present during the construction and testing of the control strip.
SIDE 50' 50'
1. Boundary survey was performed by:
GREENWAY ENGINEERING Dated: 05/30/08�
FCSA CONSTRUCTION NOTESthirty-six
V21. In accordance with Section 302.03, the foundations for pipe culverts (36) inches and
larger shall be explored below the bottom of the excavation to determine the type and condition of the
2 Aerial horizontal and vertical control surve s were
MAXIMUM HEIGHT: 35' (35')
E-
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
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2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard
PB-1. Where
performed by: GREENWAY ENGINEERING 2008
soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
(Year)
OUTDOOR LIGHTING SHALL BE SHEILDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES
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3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
and/or need for foundation stabilization shall be determined by the VDOT roved b engineer and approved y .
3. Aerial topographic mapping performed by:
00 � '-'
4. The for inspection by, Authority.
V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced
N/A Dated: N/A
F.A.R. CALCULATIONS �„
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contractor shall coordinate with, and arrange the
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
below proposed foundation elevation to determine the type and condition of the foundation. The
contractor shall submit copies of borehole logs and report findings of foundation exploration to the
engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT
- `
LOT 55-((A)) -37 = 74,487.60S.F. /
TOTAL = 74,487.60 S.F.
E=-� ,� �,
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Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
P•
6. When an existing water (or forced sewer) main is tapped for the installation of a new line:
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
foundation is the foundation design for foundation
W W 0
APPROVAL
a The Authority shall furnish all labor and material.
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b) The contractor must:
unsuitable encountered, and/or need stabilization shall
be determined by the engineer and approved by VDOT.
TOT. PROP BUILDING AREA = 2,560 S.F TOT. EX. BUILDING AREA = 4,532 S.F /t
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1. make application and pay deposit
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2. mark the tap location.
3. coordinate installation with the engineering -assistant.
V23. Approval of these plans shall expire three 3 ears from the date of the approval letter.
PP P P () Y PP
specified by VDOT. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified
PROP. BUILDING / LOT AREA = 0..0952 < 1.0'
(*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE,
ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT
APPLICATION. '�
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7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
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Inspector.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
a-..�,,._
PARKING -
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accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT
* APPROVAL OF TIHESE PLANS SHALL EXPIRE FIVE (5)
REQUIRED PROVIDED
M
8. The Authority's maintenance division shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
after grading is mostly complete.
YEARS FROM THE DATE OF PLANNING APPROVAL
4,532 SF EX. CONVENIENCE STORE 23 23
Before a meter is installed:
FIRE MARSHALS NOTE
permanent
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
7,632 SF 3-STORY OFFICE BUILDING 31 31
Q
b) The frame and cover shall be set to final grade.
Fire lane markings and signage:
"No
Imo'
c) The distance between the top of the cover and the coppersetter shall to be between 18 21 inches.
Any Parking" signs and yellow painted curb locations will be installed
and
d) All components of the meter box assembly shall be in proper working order.
by field inspection the direction of the Fire Marshal's Office.
TRIP GENERA TION DATA
9. For water and sewer services that connect to existing lines:
Project Name:
Project Number:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
G� S TMART
ROUrPu 7
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
4639
c) The Authority shall furnish and install all 5/8", 3/4" and 1' water services.
.1J
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
110
OFFICE BUILDING
449.10
449.18
(o 5
Magisterial District:
Date of Plan: (Month, Day, Year)
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
045
EX. GA5 STATION W1
2,605
meter.
e) The Authority will install all sewer laterals.
CONVENIENCE 5TORE
RED BUD
JUNE 2008
TOTAL:
2,150
10. Any water service line must have a backflow prevention assembly (detector double check or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
* TA
EN FROM ITE TRIP GENERATIO
7TH EDITION
Owner:
Address, Including Zip Code & Telephone No.
DATE: DUNE 2008
4780 NORTHWESTERN PIKE
UTILITY CONTACTS
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
GURCHARAN LAIL,
WINCHESTER, VA 22602
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also
540-877-2622
SCALE: NO SCALE
have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit.
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O.
Developer:
Address, Including Zip Code & Telephone No.
Radio read remotes are required.
P.O. Box 1877 Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
SAME AS ABOVE
DESIGNED BY: JSM
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter
(540) 868-1061 (301) 954-6282
and its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400
FILE NO. 4639
HANDICAPPED PARKING NOTE
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-illl
GREENWAY ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VA 22602
SHEET 1 OF 5
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
(540) 662-4185
08-55
Erosion & Sediment Control Phase I Narrative
PROJECT DESCRIPTION
MAINTENANCE
GAS MART RT 7 OFFICE BUILDING IS LOCATED ON THE SOUTH SIDE OF BERRYVILLE PIKE ROUTE 7 IN
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR
FREDERICK COUNTY, VIRGINIA AND IS WITHIN THE RED BUD MAGISTERIAL DISTRICT. THIS PROPERTY IS
HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBER 55-((A))-37 AND IS
0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE
MINIMUM CONSTRUCTION
CURRENTLY ZONED B2. A CONSTRUCTION ENTRANCE WILL BE LOCATED OFF OF ECKARD CIRCLE. THE LIMITS OF
TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED
CLEARING AND EROSION AND SEDIMENT CONTROL ARE SHOWN ON SHEET 3. THIS PROJECT WILL INCLUDE THE
REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS
STANDARDS NARRATIVE
INSTALLATION OF CURB AND GUTTER, ASPHALT PARKING, WALKWAYS AND RELATED UTILITIES FOR CONSTRUCTION
SHALL BE FERTILIZED AND RESEEDED AS
Lu
OF AN 7,832sf OFFICE BUILDING. THE TOTAL DISTURBED AREA FOR THIS PROJECT WILL BE 0.40 AC.
NEEDED UNTIL GRASS IS ESTABLISHED.
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VAC50-30-00 MINIMUM STANDARDS:
12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT
EXISTING SITE CONDITIONS
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP
I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WTTHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON
TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED
THE TOPOGRAPHY OF THE SITE IS BASICALLY FLAT WITH A SLIGHT FALL FROM THE EAST TO WEST. THE SITE
EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE.
ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL. BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT AT FINAL.
FOR THE, CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE
DRAINS TO ECKARD CIRCLE THE TO AN EX. DITCH ALONG RT 7. THE EXISTING SLOPE OF THE SITE RANGES
GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT AUTO BE LEFT
COV ER MATERIALS.
FROM 2% TO 3%
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE
DORMANT FOR MORE THAN ONE YEAR.
13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SLY -MONTH PERIOD, A TEMPORARY
ADJACENT PROPERTY
GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR
2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
THE SUBJECT PROPERTY IS BORDERED ON THE EAST BY SHENANDOAH HILLS SUBDIVISION, TO THE NORTH BY
REPLACED IMMEDIATELY.
MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET.
BERRYVILLE PIKE RT 7, TO THE WEST BY COMMERCIAL PROPERTY, AND TO THE SOUTH BY WAMPLERS MOBILE
AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROlEC1' SITE.
PARK.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A
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3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN TIME WATERCOURSE IS COMPLETED.
CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES.
00
VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL AGROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE
OFF -SITE AREAS
02 I
WILL INHIBIT EROSION.
THERE ARE NO OFF SITE AREAS FOR BORROW SITES, SURPLUS AREAS, OR WASTE SITES FOR THIS SITE.
PHASES OF LAND DISTURBANCE ACTIVITIES
BE CONSTRUCTED
CRITERIA:
1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION.
N 4 CAI GO v
4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL
AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAYBE OPENED AT ONETIME:
CRITICAL AREAS
NO CRITICAL AREAS HAVE BEEN IDENTIFIED.
2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL
CD N tt-
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SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT BASIN, SEDIMENT TRAPS,
I p)
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURESSUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OFTRENCHFS.
SEDIMENT MEASURES
DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS).
0
6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
EROSION AND CONTROL
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
3. PLACEMENT OF SEDIMENT CONTROL DEVICES.
z
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DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
4. OBTAIN INSPECTORS APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS.
f-+ 1-
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 268 CUBIC YARDS PER ACRE OFDRAINAGE AREA AND THE TRAP SHALL ONLY
D. \•fATERIAL USED FOR flACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
5. CLEAR AND GRUB REMAINDER OF SITE.
.a; 0 1 m
CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
6. ROUGH GRADE SITE.
W
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES
17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF
STRUCTURAL PRACTICE:
7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL
19 A. Lo Op
SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 268 CUBIC YARDS PER ACRE
OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A
CONDITIONS
SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE
ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR
SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED
-
1. TEMPORARY CONSTRUCTION ENTRANCE 3.02A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK
SHALL BE INSTALLED AND MAINTAINED AS SHOWN ON THE EROSION & SILTATION CONTROL PLAN. DURING
8. FINAL GRADING.
9. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
U
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TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE
10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN
h Gz-4
EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE
STABALIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES.
ENTERING THE HIGHWAY.
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7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE
EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE
TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND
2 SILT FENCE BARRIER - 3.05 STANDARD SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF
PROBLEM Is CORRECTED.
THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE
.
AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED ON
SEEDING NOTES:
1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3. 32 OF THE
00
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN .4.N ADEQUATE TEMPORARY OR PERMANENT
LounouN couNTY INSPEcroR.
THE EROSION AND SILTATION CONTROL PLAN AND USED AS AN ADDITIONAL MEASURE WHERE NECESSARY TO
VESCH.
(1) 0
r cu �
CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
PREVENT EROSION DURING FINAL STABILIZATION.
19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE
2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
•4
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED,
DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF.
PHASING
3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL ICE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL,
A FMONSTRUCTION MEETING SHALL BE HELD ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORK. EROSION
(TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE).
ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
AND SEDIMENT CONTROL MEASURES SHALL BE INSTALL IN TWO STAGE PHASES IN ORDER TO PROPERLY AND
4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER
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MINIMIZE THE SEDIMENT FROM LEAVING THE SITE DURING CONSTRUCTION PROCESS.
ACRE).
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY
5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED
REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
PHASE L' ALL PHASE i MEASURES BE INSTALLED PRIOR TO CLEARING AND GRUBBING THE SITE.
PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE.
1. INSTALL CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) AT LOCATION SHOWN ON SHEET 4. WASH RACK
6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
SHALL MINIMIZE MUD CARRIED ONTO SPERRYVILLE PIKE ROUTE 522. IN ADDITION TO WASH RACK THE COUNTY
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A
INSPECTOR MAY REQUIRE CONTRACTOR TO PROVIDE WASH BAY TO WASH OFF MUD FROM ALL VEHICLES BEFORE
RATE OF 200 GALLONS PER ACRE.
LEAVING THE CONSTRUCTION SITE.
DUST CONTROL:
2. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO
1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT
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FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE
LITTLE OR NO CONSTRUCTION TRAFFIC.
2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH
ONCE THE SEDIMENT CONTROL MEASURES ARE INSTALLED, INSPECTED AND APPROVED BY THE COUNTY
WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST.
INSPECTOR, BEGIN SITE CLEARING & GRUBBING WITHIN THE LIMIT OF CLEARING AREA. IF DEEM NECESSARY
THE INSPECTOR MAY REQUIRE OR REQUESTED ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES TO BE
ADDED BEYOND WHAT HAVE BEEN SHOWN ON THE EROSION CONTROL PLAN.
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CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
I � /
FLOW III
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
2wwood k Iva
STONE CONSTRUCTION ENTRANCE
onnw
70' MIN.
A
RLTER CLOTH---' 6" MIN. I Al
SIDE ELEVATION
12, YIN. •
L VOOT /1
COURSE ACCRECAT£
• MUST EX/END FULL W1DIH
OF INGRESS AND EGRESS
OPERATION
rrl
SOURCE AWTO from
70' MIN.
Li r WASHRiCK
AOSmVE DRVNAG£
B TO SEIXMENT
nW"NG DENCE
PLAN VIEW
SECTION A -A
SECTION B-B
and Vo. DSWC Plate 3.02-1
GRAVEL i INLET SEDIMENT
FIL TER
G.-ZAVEL FILTER
RUNOFF WATER
SEDIMENT
CONCRETE GUTTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE 3.07-6
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL
AREAS THAT ARE TO BE LEFT DORMANT FOR
MORE THAN SIX (8) MONTHS.
TEMPORARY TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT
FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION
IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE
TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR
STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN
FIVE (5) DAYS AFTER THE INSTALLATIION.
PHASE II
1. NEARING COMPLETION OF THE PARKING GRADE, THE STORM SEWER WILL BE CONSTRUCTED AND INSTALLED
ACCORDING TO THE DESIGN PLAN. INLET PROTECTION WILL BE INSTALLED ON ALL NEW INLETS THROUGHOUT
THE SITE. SILT FENCING IS TO BE INSPECTED ALONG RIGHT-OF-WAY LINE.
2. ANY DAMAGE TO THE EXISTING CONTROLS ENCOUNTERED DURING PIPE LINE INSTALLATION OR ROAD GRADING
OPERATION ARE TO BE TEMPORARILY REMOVED AND BE REPLACED AT THE END OF EACH DAYS WORK. THE
SEDIMENT CONTROL MEASURES SHALL BE INPECTED TO ENSURE THEY ARE FUNCTIONING.
3. FILL SLOPE SURFACES SHALL BE LEFT IN A ROUGHENED CONDITION TO REDUCE SHEET FLOW AND RILL
EROSION OF THE SLOPES. CONTRACTOR SHALL REDIRECT AND CONCENTRATE FLOW AWAY FROM THE FILL
SLOPES BY INSTALLING EARTH BERMS AND OUTLETTING THE RUNOFF TO THE STABILIZED OUTLET OF
SEDIMENT TRAPS.
4. THESE MEASURE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION ACTIVITIES AND THROUGH ALL PHASES
OF GRADING UNTIL UPLAND AREAS ARE STABILIZED.
AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND GROUND COVER ON ALL DISTURBED AREAS HAS BEEN
ESTABLISHED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED, AND THE GROUND PERMANENTLY
STABILIZED WITH VEGETATION UPON APPROVAL BY THE CITY INSPECTOR.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS
POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION
AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE
CRITICAL TO THE EFFECTIVENESS OF 'THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE REMOVED AND CLEAN UP THE
REMAINING DEBRIS.
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED,
SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET OF TRENCHES
ARE TO BE OPEN AT ANY ONE TIME.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF
GRADING.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL
MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO
CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE
STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
NOTES:
I. ALL TEMPORARY CONTROLS ARE TO BE REMOVED
WITHIN 30 DAYS ONCE NO LONGER NEEDED: TRAPPED
SEDIMENT SHALL BE REMOVED AND STABILIZED.
2. ALL DAMS, DIKES, AND DIVERSIONS ARE TO BE
STABILIZED IMMEDIATELY AFTE CONSTRUCTION.
3. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM,
MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT
ER0510K
4. ANY SEDIMENT FROM THIS SITE ON PUBLIC OR PRIVATE
ROADWAYS SHALL BE CLEANED IMMEDIATELY.
RESPONSIBLE LAND DISTURBER I
NAME:
CERTIFICATION #:
DATE:
T�iE RESPONSIBLE LAND DISTURBER
I,) THE PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
KTIVITY AS SET FORTH IN THE PLANS.
ER0510N/5ED IMENT CONTROL LEGEND
NO. KEY SYMBOL DE5CRIPTION
322 GE TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3.05 O X-�E- -jam SILT FENCE
3.01 IP STORM DRAIN INLET PROTECTION
328 CIP CULVERT INLET PROTECTION
3213 DD D TEMPORARY DIVERSION DIKE
3.10 FD FD TEMPORARY FILL DIVERSION
3.11 RWD TEMPORARY RIGHT OF WAY DIVERSION
3.12 Dv DIVERSION
3.13 ST TEMPORARY SEDIMENT TRAP
3.16 OP OUTLET PROTECTION
3.20 CD --' --/ ROCK CHECK DAMS
333 SO SO SODDING
338 TP 0-0-0 TREE PROTECTION
LGG LIMITS OF CLEARING 4 GRADING
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
ij,TH OF
O
U TUNG NM ADMOSUMA�
tic. No. 26715
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08-55
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I"X4"X4'-6` SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
2"X4"X4'I5EAM5, TOE NAIL TO POST
KL_ 4-X4aX8;'*65T5
NOTES:
I. PRESERVATIVE STAIN ON ALL WOO
COLOR TO MATCH THAT OF BLDG.
2. FINISHED SIDE OF FENCE SHALL F E
ADJOINING PROPERTY, IF APPLIC LE.
4 WA
PASTED GRAVEL
WOOD PENCE DETAIL OR AFFROVED EQUAL
FOR DUlIFSTER ENCLOSURE
NOT TO SCALE
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE.
SIGN (SEE DETAIL)
OR EF
WHEEL STOP
WITH r=2f'
J T
STRIPED AREA
AC
O
LIGHT COLORED REFLECTIVE
12"
BACKGROUND MAT'L..
I
DARK COLORED 2" LETTERS
& 3/8- BORDER
RESERVED
INTERNATIONAL SYMBOL
PARKING
OF ACCESSIBILITY
61
24
I
9
4.0' MIN.
7.0' MAX.
HANDICAPPED DISPLAY CONDITIONS
SYME301-8 a, MIN. UNLAWFUL I I
PARKING IN THIS 4" STEEL PIPE FILLED WITH CONCRETE
SPACE IS SUBJECT
TO A FINE OF -----DARK COLORED REFLECTIVE
LS' VAN ACCESSIBLE SPACE $50.00 TO $100.00 BACKGROUND MATERIAL
5'FOR REGULAR SPACE
HANDICAFFEC) f=AfR<ING DETAIL NOTE:
2-LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE.
WIRE MESH REINFORCIN6i Vr).O.T.
ROAD AND BRIDGE STANDARDS SECTION 30124
_F CLASS A-3 CONCRETE
T 6" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO e5% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT 5TM-1 METHOD)
TRASH DUr*1f=)5TF=F,:) FAD
(NOT TO SCALE)
6H0f=f=1NC;; CENTER T**'FICAL FAVEIIENT SECTION
NOT TO SCALE
LIGHT FAVEMENT/FARKING SECTION
1.5" 5M-95A SURFACE COURSE
3" BM-25.0 BASE COURSE
ro" SUBBASE VOOT STD. GR-21B
:11 111 VE1 I IEEE I IEd 1 IEd I IE�Ed I IEEil I IEE� I I:_ -COMPACTED SUBGRADE
(COMPACTED TO 125% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DE51GN BASED ON A SUBGRADE C5R IDE51GN VALUE OF 10, BOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
PVMTSEr_T
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE SITE PLAN
1/4 V
411
ar
.4
a .
COMPACTED SUBGRADE
('30% DENSITY)
CONCRETE 511DELUAL< IDETAL
(NOT TO SCALE)
I
treated 2*xV with top S' pointed blue
IF coupling (PJ X FIP) and
M I P plastb plug on 6 tail piece __\t 211- T
box
co wire tar lrle
V
stone
taped at 10 foot intervals
Same Side
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior bD Installation.
2. Water service crossing street:
a) Encase in X diameter SCH40 PVC w SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one tool beyond sidewalk.
lb)I Install 12 gauge solid Inaulatod copper wire (for [Ina tracing) from corp. stop to into the motor box [wrap wire around corp.
stop; wire to be taped to top of PET at 10 foot Intervals: come up Indo matter box; map around bottom of angle ball valve:
terminate with 124 tell plocal.
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
5/8" x 3/4', 3/4"AND 1" METER INSTALLATION
.7- JUN 06
spigot by gasketed bell 451 bond
2'
u— gasketed pipe and filling.
Ir x 4' gask.td bell wy. SDR 35 solvent
"Id cap
property
ine
fial.tod
gratte,
location marker 3W min.
cova,r
stone— I
SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
.17-
?,-M
(015
MR
(065
2MV
top 6" pointed green
=09& 19
MAY 06
a
z
general bcKll
Vatvm, Inc valve boxed
lid: Figure No. 7 marked WATER
24'select
top section: Figure No 7S26T0
backfill
LU
concrete pad
bottom secrUon; Figure No. [BOB24
x 6deep
LUV-6"die,
L All backfill to be compacted to
95% of ASTM D698 maximum
to property line—
fine
density.
z
I—Varios
I
grade
.1,Dne
4* alone
4'StOnB
2SCH 90 PVC
STANDARD
r DOX
FIP cap
general backlill
gene(W backfill
z
2"service saddle
2' brass
nipple, 2' long
LU
2' corp..
2"SCH 80 PVC FIP x
0
CIO
to
P PJ coupling
48"
j4
.......... fofemale solvand well
8
8. 81
CQ
CC)
..........
coupting
concrete
24'6010C
24* select
-I
backliff
backfill
trick base
0
C\1 00 C)
Mlp�p
. ...........
sime
Stone
C\2
to
... ...........40
1/2 O.D.
V2 O.D.
... .....................
..........
.......
.......
CO
. . . . . . . . . . . . . . . . . . ..... ......
.........
................. .....
...............2SCH 80 PVCRS
concrete
6
alone
z
C\2
.........................
................
........
CONCRETE CRADLE
CONCRETE ARCH
J
2SCH 60 PVC MIP
Z SCH PVC solved
weld 90r bond with
general baeldill
LU
(1)
Q) I
21 CTS polyethylene
2'bell valve cut
x female solvent
I/Xweep hole
U 't
tubing (PET) 200 psi stop w/ 2* gate
W/ &S Inserts at
weld couplingLU
s,
to CW
connections valve operating nut
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24'seled
to
backfill
E— 1:14
FLUSHING / SAMPLING ASSEMBLY
_11- MAY 06
Vatvca, Inc valve box assembly:
Rd: Figure No. 7 naarkad'SEWER
top section: Figure, No. 7S26TO
bottom section: Figure No. IBOB24
concrete skid pad
finshod grade
!W 4'stone
Panalla Model PA4SVOSK (41 cost non
cWroA cap with standard gasket and terrace
plug having a countersunk square hand
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heavy wall
brick base
anattaly
sewer
main
nd
... ... ....
............ .............. ....... ......... .
.......................................... .............
...........
.. . .... .... .................
stone,
All pipe and fittings shall be SDR 26 Ill Wall sewer.
SEWER CLEANOUT
-19-
MAY 06
10+50 11+00 11+50 12+00 12+50 13+02171
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1. MAR 06
DUrIFSTEfR ENCLOSURE DETAIL
NOT TO SCALE
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TUNG NM -ADIUKUSUMA
lic No 26715
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610
JUL
G'i E E N 1,",
DATE: JUNE 2008
_117
(060
-117
SCALE: 1"=20'
DESIGNED BY: JSM
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FILE NO. 4639
13+50 14+00 14+50
SHEET 4 OF 5
08-55
I 1
1 1
I 1
Aff-ROXIMATE ATM 8" SAN 5
vl�Ni
�a
V, BAS PROPOSED FENCE FOR
LMAKE HOLE FOR EX. BUFFER TO MATCH
4" SNNITARY SEWER EXISTING FENCE
LATERAL. LANCER
ENOUGH TO TKANs.
AccoMaDATF_ NEW 201 SANITARY SEWER ESMT
�' 4"INV.6T b3
co.
/ TIE EX. 4 SANITARY — — — - - — �7� , cr
FRTO — Zi I> 0 -a rn � y �
AD - \ Y — —\ O �ii X I Ia
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EXIST. 151-D6. Cl T 3' C
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APPROX. CGNOi'Y LOGATIC'`I
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TAN< ACCE85 PIPE
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ENCLOSED I(
77
VENPS�EaLk—FI— — CJ \11' INGRE56/E -'. r_MT
GONG 9NJ
OPOLE
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INTERIOR PARKING LOT LAND5GAPiNG (1(o5-27(EXIIXb): I TREE PER 10 SPACES
31 SPACES PROPOSED/ 10= 3.1 OR 4 TREE5 PROVIDED
PERIMETER LANDSCAPING ('165-21-(EXIIXa): 422,043 IMPERVIOUS AREA
I TREE a 20009F FOR iST 100000 SF OF IMPERVIOUS AREA / 2000 = (o THEE 5 PROVIDED
BUFFERS 065-31(8)2 FULL BUFFER SCREENING ,
L15QUTH.E=FP_01=ERT.YL1NE- BUFFER ALREADY INPLACE
10
•EA5TERN PROPERTY LINE: 100 LF BOARD ON BOARD FENCE
23 TOTAL PLANTS = 13 DECIDUOUS 4 10 EVERSREEN
GL
13
r MF
ABB
BOTANIC NAME
COMMON NAME
QUANTITY
51ZE
AS
Acer saccharum "Careen Mountain"
Green Mountain Sugar Maple
2
2-F" Cal 15415
CL
Cupressocyparis leglandli
Leyland Cypress
10
4' 14T B4B
CA
Acer ginnala
Amur Maple
13
2" cal 54B
MF
Malue Floribunda
Flowering Crabapple
g
2" cai 545
NOTE:
*THE PLACEMENT OF TREES SHOWN ON THE PLAN MAY CHANGE AT THE FINAL
FUTURE 51TE PLAN STAGE. THE OWNER RE5ERVE5 THE RIGHT TO RELOCATE
TREES TO MAKE THE 51TE 45GETiCALLY PLEASING.
*ALL PLANTS SHALL CONFORM WiTH 165-368 OF THE FREDERICK COUNTY ZONING
ORDINANCE AND ALL PLANT SUBSTITUTIONS MU5T BE APPROVED iN WRITING BY
FREDERICK COUNTY PLANNING DEPARTMENT.
INV
'I DIG HOLE 2X-3X ROOT BALL WIDTH I,
TREE PLANTING — VERTICAL STAKES
TREES 0' CAL
PRUNE DOMINANT LEADERS —
PRUNE RUBBING OR
CROSSING BRANCHES
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY
REMOVE TAGS AND LABELS
CUT AWAY ALL BALLING ROPES
TOP OF BALL IS TO BE 2"
EXISTING GRADE
REMOVE TOP OF WIRE BASKET
_ , - -;;;. •, III)II.I IIIIIIIIIIIN+!"?`, I�
WIDEN AND SCORE • —
—_I.�,I._I I I —III_' •::. � ... �.. _; :.: i':: r ;•w
HOLE WALLS _ r •r - F.
�II�IWIIi�
— r=l M 11=1 I 1
REMOVE CONTAINER AND 1=II I=III—III—III=1I I=III— —I1
CUT CIRCLING ROOTS IF
CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT
MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH
2X-3X BALL DIA.
\�\ TREE PLANTING DETAIL
TREES <4' CAL
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
UN OR TIE
HOSE
WITH TiE
STAKES
) TO FIRM
SOIL
STAKES
) TO FIRM
SOIL
TAKES PARALLEL
S AND BUILDINGS
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TiPS
PRUNE NARROW CROTCH
ANGLES AND WATER SPROUTS
— PRUNE BROKEN BRANCHES
-- PRUNE SUCKERS
2"-3" MULCH KEPT
__----AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
=1 L UNAMENDED BACKFILL SOIL
II WATER TO SETTLE SOIL
AREA FOR WATER DRAINAGE
GENERAL CONDITIONS
SCOPE OF WORK
The landscape contractor shall provide all materials, labor and equipment to complete all
�■�
landscape work as shown on the plans and specifications.
NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check
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the plant list quantities with the symbols drawn on the plan, to be sure there are no
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discrepancies. If there is a discrepancy between the drawing and the list on the plans, the
drawing takes precedence.
STANDARDS
A. All plant material will conform to the current issue of the American StandardLU
for Nursery Stock published by the American Nursery & Landscape
coo 00
Association (ANLA).
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B. Plant material must be selected from nurseries that have been inspected and
certified by state plant inspectors.
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C. Collected material may be used only when approved by owner's
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representative.
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D. Nomenclature will be in accordance with Hortus III by L.H. Bailey.
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SUBSTITUTIONS: PRE -BID
■ ■ ■ V
■i�
It is the landscape contractor's responsibility to make every reasonable effort to find the
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material speified by the architect. The landscape contractor may offer substitutions to
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the landscape architect for his/her consideration. The landscape contractor will notify the
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landscape architect if there are known diseases or insect resistant species that can be
.-+ 9
substituted for a selected pest -prone plant. The contractor shall submit a base bid as per
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plan plus price clarifications for all recommended substitutions.
SUBSTITUTIONS: POST -BID
It is the intent to eliminate post -bid substitutions. However, in the event that the contract
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material has become unavailable, an appropriate substitution must be approved by the
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owner's representative.0
UTILITIES AND UNDERGROUND FEATURES
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The landscape contractor shall notify utility companies and/or the general contractor in
advance of construction to locate utilities
A. If there is a conflict with the utilities and the planting, the landscape architect
shall be responsible for relocating plants prior to the planting process. Any
cost due to relocating after planting shall be borne by the owner.
f plants are to be installed in areas that show obvious poor drainage, and the plants are
0
inappropriate for that condition, the landscape contractor shall notify the landscape
architect and owner. If they deem necessary, the plants shall be relocated, the contract
hall be adjusted to allow for drainage correction at a negotiated cost, or the plant
election modified by the landscape architect to accommodate the poor drainage
W
situation.
WARRANTY
A. The standard warranty is for a one (1) year period, excluding bulbs, sod and
annuals, commencing on the date of initial acceptance. All plants shall be
alive and in satisfactory growth at the end of the guarantee period.
B. Any material that is 25% dead or more shall be considered dead and must be
replaced at no charge. A tree shall be considered dead when the main leader
has died back, or 25% of the crown is dead.
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C. Replacements shall be made during the next planting period.
E..,
D. Replacements shall be of the same type, size and quality as original species
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unless otherwise negotiated.
A
STANDARDS
A. Plants will be in accordance with the current ANLA's Standards and conform,TH
in to representative species.
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general
B. Balled Burlapped
and (B&B)
1.Balled and burlapped plants shall be dug with firm root balls free of�✓�
noxious weeds. There should be no excess soil on top of the root ball or
around the trunk.
2. Ball sizes shall be in accordance with ANLA Standards.
U
TUNG NIK[ f1DEIIKUSUMA�
3. Caliper and Height Measurement: In size grading B&B single -trunk trees,
Lie. No. 26715
caliper shall take precedence over height. Caliper of the trunk shall be taken
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6" above the ground level (up to and including 4" caliper size) and 12" above
s`S-toNAL �
the ground level for larger trees. For multiple -trunk trees, height
measurement shall take precedence over caliper.
C. Container -Grown Stock
1.The size of container -grown shrubs is measured by height and width of
plant. Container -grown trees are measured by the same standards listed in
B.3 above. The root system of container -grown plants shall be well -
developed and well -distributed throughout the container.
2. All container -grown trees and shrubs that have circling and matted roots
shall be treated in the following manner prior to planting: using a knife or
sharp blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all
circling roots. See Planting Procedures For All Container -Grown Trees &
Shrubs in this section.
3. All container -grown plants should be grouped and watered daily until they
are planted in the landscape, the soil shall be kept moist with the equivalent of
one inch of rainfall per week.
A. Pruning shall be done before planting or during the planting operation.
Pruning Detail for Trees in this section.
F'
B. All plant material in transit shall be covered to keep material from drying out.
The coverng shall comply with state and local laws pertaining to the
transport of materials
E-1
C. Trees shall be placed in an upright position with the rootball covered by mulch
and kept moist. Trees and shrubs should not be left on site implanted for more
Q
than 24-hours without adequate water to insure roots survial.
E>-1
INSPECTION
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�D
a. Plants may be subject to inspection and approval by the owner or owner's
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representative at the place of growth or holding yard for conformity to
specification requirements as to quality, size and variety.
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b. Plants damaged in handling or transportation can be rejected by the owner or
owner's representative.
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c. State nursery inspection certificates shall be furnished to the landscape
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architect upon request.
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PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES &
SHRUBS
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A Remove the plant either by cutting or inverting the container
B. For untreated plastic container grown plants with circling roots, use a sharp
knife to make 1" cuts the length of the rootball.
C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above
existing grade.
D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from
the trunk of all trees and shrubs. JUL 2 ; L, ,,J
E. Plants grown in root containment bags must have the bags removed during
the planting operation. No additional slashing of the rootball is necessary. -R, E E_ ' A
ENGINEERING
DATE: JUNE 2008
SCALE: 1"=30'
DESIGNED BY: JSM
FILE NO. 4639
SHEET 5 OF 5
08-55