HomeMy WebLinkAbout01-18 Site PlanLi
7.
BANK OF CLARKE COUNTY = STEPHENS CITY
LOCAL UTILITIES
FREDRICK WATER
P.O. BOX 1877
WINCHESTER, VIRGINIA 22604
(540)868-1061
RAPPAHANNOCK ELECTRIC COOPERATIVE
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
(540)662-5124
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540)665-3156
COMCAST
195 RAINVILLE ROAD
WINCHESTER, VIRGINIA 22602
(540)504-0942
SHENANDOAH GAS
P.O. BOX 2400
WINCHESTER, VIRGINIA 22604
(540)869-1111
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
CALL 1.800-552-7001
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(Sr
SOILS MAP
Scale: 1" = 100'
SITE PLAN
FREDERICK COUNTY, VIRGINIA
OPEQUON MAGISTERIAL DISTRICT
DECEMBER 22, 2017
REVISED
FEBRUARY
I
38_
2018
REVISED
-
PROPOSED 1�70T R W
13,
2018
44B
2
NOTES AND LEGENDS
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EXISTING CONDITIONS AND DEMOLITION
PLAN
98
4
SITE PLAN
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
CALL 1.800-552-7001
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(Sr
SOILS MAP
Scale: 1" = 100'
SITE PLAN
FREDERICK COUNTY, VIRGINIA
OPEQUON MAGISTERIAL DISTRICT
DECEMBER 22, 2017
REVISED
FEBRUARY
6,
2018
REVISED
FEBRUARY
13,
2018
REVISED MARCH 2, 2018
PREPARED FOR:
OWNER/DEVELOPER
BANK OF CLARKE COUNTY
P.O. BOX 391
BERRYVILLE, VIRGINIA 22611
(540) 955-5247
SP# 01=18
LOCATION MAP
Scale: 1" = 2000'
PREPARED BY:
PENNONI ASSOCIATES INC.
117 East Piccadilly Street
noni) Winchester, VA 22601
T 540.667.2139
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OWNER / DEVELOPER
BANK OF CLARKE COUNTY
P.O. BOX 391
BERRYVILLE, VIRGINIA 22611
PHONE: 540-955-5247
OWNER'S SIGNATURE DATE
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
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OWNER / DEVELOPER
BANK OF CLARKE COUNTY
P.O. BOX 391
BERRYVILLE, VIRGINIA 22611
PHONE: 540-955-5247
OWNER'S SIGNATURE DATE
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
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OWNER / DEVELOPER
BANK OF CLARKE COUNTY
P.O. BOX 391
BERRYVILLE, VIRGINIA 22611
PHONE: 540-955-5247
OWNER'S SIGNATURE DATE
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
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ALL DOCUMENTS PREPARED BY PENNON ASSOCIATES
PRE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENCEDOR REPRESENTED
TO BE SUITABLE FOR REUSE BY OIMJER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. MY REUSE WTHOLT WRITTEN VERIFICATION
OR ADAPTATION BY PEMJONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNON ASSOCIATE, AND OWNER SHALL
INOEMNIFYAND HOLD HARMLESS PENNCNI ASSOCIATES
FROM ALL OIAIMS, O AGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFRCN
PROJECT BNKC1701
DATE 2017-12-22
DRAWING SCALE AS SHOWN
DRAWNBY KLM
APPROVED BY ELF
CS0001
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PRE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENCEDOR REPRESENTED
TO BE SUITABLE FOR REUSE BY OIMJER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. MY REUSE WTHOLT WRITTEN VERIFICATION
OR ADAPTATION BY PEMJONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNON ASSOCIATE, AND OWNER SHALL
INOEMNIFYAND HOLD HARMLESS PENNCNI ASSOCIATES
FROM ALL OIAIMS, O AGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFRCN
PROJECT BNKC1701
DATE 2017-12-22
DRAWING SCALE AS SHOWN
DRAWNBY KLM
APPROVED BY ELF
CS0001
SHEET 1 OF 12
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ALL DOCUMENTS PREPARED BY PENNON ASSOCIATES
PRE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENCEDOR REPRESENTED
TO BE SUITABLE FOR REUSE BY OIMJER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. MY REUSE WTHOLT WRITTEN VERIFICATION
OR ADAPTATION BY PEMJONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNON ASSOCIATE, AND OWNER SHALL
INOEMNIFYAND HOLD HARMLESS PENNCNI ASSOCIATES
FROM ALL OIAIMS, O AGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFRCN
PROJECT BNKC1701
DATE 2017-12-22
DRAWING SCALE AS SHOWN
DRAWNBY KLM
APPROVED BY ELF
CS0001
SHEET 1 OF 12
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VDOT GENERAL NOTES
Virginia Department of Transportation
Staunton District
Rev. June 19, 2013
VDOT General Notes
Vt. 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), and Virginia Occupational Safety & Health (VOSH) Rules and
Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent ortemporary,
shall be in accordance with the current edition of VDOT's Work Area Protection Manual. A
transportation management plan needs to be submitted for approval and land use permit issued
prior to any execution of work within the VDOT right of way.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
tMMG 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 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
subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any fieri revision shall be the respon sibility of the developer.
V6. If required by the local VDOT Land Development Office, a pre - consWction conference shall be
arranged and held by the engineer and/or developer with the attendance of the Contractor (s),
various County agencies, utility Companies and VDOT prior to initiation of work.
V7. The Contractor shall notify the local VDOT Land Development 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 re quired or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332- 9500 for any traffic control
plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of
the installation and removal of the work zone.
V9. The Contractor shall be responsible for maintaining a VDOT permitted temporary Construction
entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control
Handbook. Furthermore, access to other prope Flies affected by this project shall be maintained
through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
the end of construction.
V11. 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 VDOT. Work shall cease in that vicinity until an adequate design can be
determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement of fill. A VDOT representative shall be present to insure the
soil sample(s) obtained for CBR's is representative of the location. When soil samples are
submitted to private laboratories fortesting, the samples shall be clearly identified and labeled as
belonging to a project to be accepted by VDOT and that testing shall be performed in accordance
with all applicable VOOT Standar ds and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
compacted in accordance with the lift thicknesses, density and moisture requirements as
speed in the current VDOT Road and Bridge Specifications. Certified Copies of test reports
shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or
as specified by VDOT.
V16. A post install ation visual/video camera inspection shall be Conducted by the Contractor on all
pipes identified on the plans as stoml sewer pipe and a select number of pipe culverts. For pipe
culverts, a minimum of one pipe installation for each size of each material type will be inspected
or ten percent of the total amount for each size and material type summarized. All pipe
installations on the plans not identified as store sewer pipe shall be considered as culvert pipe
for inspection purposes. Additional testing may be required as directed by the Area Land Use
Engineer or their representative.
VIT 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.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings
shall be installed by the developer in accordance with the Manual On Uniform Traffic Control
Devices.
V19. The developer shall provide the VDOT Land Development 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 L and Development Office
prior to acceptance of the work. Unit and total prices may be obscured.
V20. 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 VIM -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.
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VOOT 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.
V22. In accordance with Be ction 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.
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans
in accordance with VDOTS installation criteria. Final approval of the guardrail layout to be
given by VDOT after grading is mostly Complete.
V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
V26. 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 logs and report findings of foundation
exploration to the engineer and VDOT for approval 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.
CONSTRUCTION NOTES
GENERAL
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK
INCLUDING RESTORATION FOR ALL IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE
COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO
BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA
DEPARTMENT OF TRANSPORTATION, FCSA FREDERICK COUNTY DEPARTMENTS AND THE
CONTRACT DOCUMENTS,
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS,
ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO
BEGINNING THE WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS.
3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8:00 AM TO 5:00 PM.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER.
5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK PRIOR TO
COMMENCING CONSTRUCTION AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.
6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA ANY WORK PERFORMED
OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. DUE TO THE PROXIMITY OF THE PROJECT TO EXISTING
STRUCTURES AND UTILITIES, BLASTING WALL NOT BE ALLOWED.
T CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ALL
CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR
ROAD, AND OFFSET HUB ELEVATION.
8. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFYING THE EXACT LOCATION, VERTICALLY AND HORIZONTALLY, OF THE UTILITIES PRIOR TO ANY
EXCAVATION OR CONSTRUCTION. THE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND ALL
APPLICABLE UTILITY COMPANIES FOR CLEARANCE PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADHERING TO THE COMMONWEALTH OF VIRGINIA UNDERGROUND UTILITY DAMAGE
PREVENTION ACT, CHAPTER 10, TITLE 56 OF THE CODE OF VIRGINIA.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL EROSION AND
SEDIMENT CONTROL MEASURES NECESSARY DURING CONSTRUCTION IN ACCORDANCE WITH CURRENT
STATE AND LOCAL REGULATIONS. DISTURBED AREAS SHALL NOT REMAIN DENUDED FOR MORE THAN
SEVEN (7) CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. DURING CONSTRUCTION, ALL
STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, AND SHALL BE MAINTAINED AND
MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. CONTRACTOR SHALL CONTACT THE COUNTY
BUILDING INSPECTIONS OFFICE AT (540) 565-5650 TO SCHEDULE INSPECTIONS.
10. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER
EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS AND/OR EXISTING PARKING LOTS AND OTHER PAVED
AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO TAKE
WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN, MUD
AND DUST FREE CONDITION AT ALL TIMES.
11. ANY STREET OR UTILITIES DAMAGED BY CONTRACTOR OR SUBCONTRACTOR SHALL BE SOLE
RESPONSIBILITY OF THE PRIMARY CONTRACTOR AND PROPERLY AND IMMEDIATELY REPAIRED BY THE
CONTRACTOR. SUCH REPAIRS SHALL BE TO THE ORIGINAL CONDITION, IN COMPLIANCE WITH THE
COUNTY'S CONSTRUCTION STANDARDS a SPECIFICATIONS, AND TO THE SATISFACTION OF THE COUNTY
INSPECTOR.
12. ALL PRE -CAST CONCRETE STRUCTURES SHALL BE A MINIMUM 4000 PSI AT 28 DAYS,
13. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL UTILITY BOXES, VAULTS, OR OTHER
APPURTENANCES TO NEW FINISHED GRADE ELEVATIONS.
14. CONTRACTOR TO RELOCATE ALL SIGNS AND UTILITIES REQUIRED FOR THIS WORK.
15. ANY PLANNED DISRUPTIONS OF OR TIE INS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY OWNER, WITH THE EXCEPTION OF EMERGENCIES, THERE SHALL BE A MINIMUM
OF 24 HOURS NOTICE GIVEN BY THE CONTRACTOR TO ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL
UTILITY USERS AFFECTED BY UTILITY INTERRUPTIONS.
16. THE UNAUTHORIZED USE OF WATER WITHOUT DUE COMPENSATION IS ILLEGAL, NO PERSON SHALL
CONNECT TO OR DO ANY WORK ON THAT PORTION OF THE SYSTEM OWNED BY THE COUNTY UNLESS
WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK
17. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED BY PLAN REQUIREMENTS AND
SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.
18. CONSTRUCTION SHALL CONFORM TO THE AMERICAN WITH DISABIUTIES ACT (ADA) REQUIREMENTS.
19, REGISTERED LAND DISTURBER TO SUBMIT REPORTS TO BUILDING INSPECTOR ON REGULAR BASIS AS
REQUIRED BY FREDERICK COUNTY.
FIRE AND RESCUE
1. BURNING OF CONSTRUCTION DEBRIS AND CLEARING AND GRUBBING DEBRIS ON SITE IS PROHIBITED.
2 ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
EROSION CONTROL
1. A LAND DISTURBANCE PERMIT WALL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THIS PERMIT
CAN BE OBTAINED FROM THE WARREN COUNTY DEPARTMENT OF BUILDING INSPECTION. A
PRECONSTRUCTION CONFERENCE SHALL BE HELD ON SITE PRIOR TO INITIATING ANY WORK.
2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE
WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED
DURING THE CONSTRUCTION PERIOD.
3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE
CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN
TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER
ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN
CONSTRUCTION IS NOT IN PROGRESS.
4. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF
PIPE -LAYING IN THE AFFECTED AREA
5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED
WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND
CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. DENUDED AREAS NOT
GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS.
6. ALL EROSION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE WITH VESCH HANDBOOK
- • GATE VALVE
FIRE HYDRANT ASSEMBLY
® WATER METER
O UTILITYPOLE
# ao SITE LIGHTING
SUE- UNDERGROUND ELECTRIC SERVICE
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ABBREVIATIONS
OVERHEAD ELECTRIC SERVICE
AD
AREA DRAIN
MECH
MECHANICAL
AFFIX
APPROXIMATELY
MEP
MECHANICAL, ELECTRICAL, PLUMBING
BLDG
BUILDING
MH
MANHOLE
BM
BENCHMARK
MIN
MINIMUM
BMP
BEST MANAGEMENT PRACTICE
MSE
MECHANICALLY STABILIZED EARTH
BRL
BUILDING RESTRIC77ON LINE
NBL
NORTH BOUND LANE
BVCE
BEGIN VERTICAL CURVE ELEVA17O&
ON CENTER
SVCS
BEGIN WR77CAL CURVE STATION
CEW
ON CENTER EACH WAY
BW
BOTTOM OF WALL
OHE
OVERHEAD ELECTRIC
CI
CASTIRON
PROP
PROPOSED
CL
CLASS
PVC
POLYVINYL CHLORIDE
CO
CLEANOUT
PVI
POINT OF VERTICAL INTERSECTION
CONC
CONCRETE
RCP
REINFORCED CONCRETE PIPE
CWR
CHILLED WATER RETURN
ROW
RIGHT-OF-WAY
CWS
CHILLED WATER SUPPLY
RTE
ROUTE
DI
DROP INLET
SBL
SOUTH BOUND LANE
DIA
DIAMETER
SEC
SECTION
DIP
DUCTILE IRON PIPE
SF
SQUARE FEET
EA
EACH
SHT
SHEET
EC
EROSION CONTROL
SS
STAINLESS STEEL
ELEV
ELEVATION
STM
STEAM
ES
END SECTION
SIR
STRUCTURE
EVCE
END VERTICAL CURVE ELEVA77ON
TD
TRENCH DRAIN
EVCS
END VERTICAL CURVE STATION
TELCO
TELECOMMUNICATIONS
EX
EXISTING
TP
TREE PROTECTION
FT
FEET
TW
TOP OF WALL
FFE
FINISHED FLOOR ELEVATION
TYP
TYPICAL
FH
FIRE HYDRANT
UGE
UNDERGROUND ELECTRIC
FOR
FUEL OIL RETURN
UGT
UNDERGROUND TELEPHONE
FOS
FUEL OIL SUPPLY
VDOT
GV
GATE VALVE
VERT
VERTICAL
HORIZ
HORIZONTAL
WWF
WELDED WIRE FABRIC
INV
INVERT
WWM
WELDED WIRE MESH
LOD
LIMITS OF DISTURBANCE
W/
WITH
MAX
MAXIMUM
WV
WATER VALVE
MLP
METAL LIGHT POLE
0
DIAMETER
MSP
METAL SIGN POLE
HCP
HANDICAP PARKING
FH ASSY FIRE HYDRANT ASSEMBLY
LEGEND
EXISTING NEW
DESCRIPTION
-
' - -
PROPERTY LINE
LIMITS OF CLEARING AND GRADING
_ ®
CG -6
®
CG -6R (REVERSE GUTTER SLOPE)
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S-
SANITARY SEWER WITH MANHOLE
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c0
SANITARY SEWER WITH CLEANOUT
W
WATERLINE
- • GATE VALVE
FIRE HYDRANT ASSEMBLY
® WATER METER
O UTILITYPOLE
# ao SITE LIGHTING
SUE- UNDERGROUND ELECTRIC SERVICE
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86-A-18A
OVERHEAD ELECTRIC SERVICE
uo-
SITE ADDRESS .......................................................382
GAS LINE
_UT -
BANK
UNDERGROUND TELEPHONE
-'-'-
MIN. LANDSCAPE AREA ........................................
FENCE LINE
- - - -
somc:mmmrz�
STORM SEWER
1.2443 ACRES
r~��
03071 ACRES
---I -
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STORM SEWER STRUCTURE
- - - -
FRONT (FAIRFAX PIKE)
SIDEWALK
FRONT (DOUBLE CHURCH ROAD)
35 37"+/ -
SIGN POST
0 166N.
612
IT 20+/ -
NOTE: FRONT SETBACK FROM FAIRFAX PIKE IS LEGALLY NON -CONFORMING
PER SECTION 165-901 OF THE FREDERICK COUNTY ZONING ORDINANCE
CONTOURS
X 612.50
+
SPOT ELEVATION
¢N
BUILDING
PROPOSED MONUMENT SIGN
SITE DEVELOPMENT SUMMARY
TAX IDENTIFICATION NUMBER------------
86-A-18A
EXISTING ZONING ..............................................
B2
SITE ADDRESS .......................................................382
FAIRFAX PIKE
CURRENTUSE ........................................................
BANK
PROPOSED USE ......................................................
BANK (RELOCATED DRIVE-THRU
MIN. LANDSCAPE AREA ........................................
AND PARKING)
IMPERVIOUS AREA ..................................
. 0.52 AC.
DEVELOPED AREA—
0.94 AC.
ORIGINAL SITE PLAN NUMBER ---------,
-- SPM31-89
MAX. BUILDING HEIGHT .........................................
35 FEET
PROP. BUILDING HEIGHT ........ .....
+1-13 FEET
MIN. LANDSCAPE AREA ........................................
6,124 SF (15.0%)
PROP. LANDSCAPE AREA ....................................
18,173 SF (44.5%)
ORIGINAL PARCEL AREA .......................................
1.2443 ACRES
R/W DEDICATION ..........................................
AREA
03071 ACRES
REMAINING PARCEL AREA ...................................
0.9372 ACRES
YARDSISETBACKS
REWIRED PROVIDED
FRONT (FAIRFAX PIKE)
60 10'+I.
FRONT (DOUBLE CHURCH ROAD)
35 37"+/ -
SIDE
0 166N.
REAR
IT 20+/ -
NOTE: FRONT SETBACK FROM FAIRFAX PIKE IS LEGALLY NON -CONFORMING
PER SECTION 165-901 OF THE FREDERICK COUNTY ZONING ORDINANCE
AS A RESULT OFA VDOT RIGHT-OF-WAYACQUISITION.
PARKING SCHEDULE
PARKING SPACES REQUIRED 8 SPACES (3,131 SFJ400 SF FLOOR AREA)
PARKING SPACES PROVIDED 24 SPACES
H.C. SPACES REQUIRED 1
H.C. SPACES PROVIDED 2
' ALL OTHER DELINEATED SPACES ARE FOR LOADING/UNLOADING OF
REFUSE/RECYCLING ONLY.
NOTES:
ALL FUTURE SIGNAGE WILL CONFORM WITH SECTION 165-201.06 OF
THE FREDERICK COUNTYZONING ORDINANCE. MONUMENTSIGNAGE
REQUIRES A SEPARATE BUILDING PERMIT FOR CONSTRUCTION.
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761.38
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1\
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p
1
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N
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THE LIMITS OF DISTURBMACE IS 35,479 SF (OR 0.81 AC). THE RESULTING IMPERVIOUS
1
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Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation.
Sir. No. DA C 1(10) 0(10)cfs Inv. In Inv. Out Inv. In. Top Elv./Dia Type UFiw/d S/Sx(ft/ft) d(ft) Im e1v Spread(ft) X
2 0.27 0.90 6.80 1.65 761.87 761.62 765.67 DI -38 6 0.0222 0.19 2.2 `� s
C=1 PWG. '
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Bank of Clarke County
12/20/2017
Throat length and spread calculations for inlet on gr1
DI#-
1
3
Drainage Area -
A
C
Req'd Throat Len -
2
4
Q(2)cfs =
0.27
0.57
n =
0.013
0.013
Qn=
0.003
0.007
W(ft) =
2
2
a(in) =
2
2
Sx(ft/100ft) =
2.06
2.06
Sw(ft/100ft) =
8.33
8.33
Sw/Sx =
4.00
4.00
T/W(chart 9) =
3.5
3
W/T =
0.29
0.33
Eo(chart 10) =
0.76
0.62
S =
2.00%
3.80%
Se =
0.084
0.089
L(t) req'd(ft) =
6.37
10.27
Spread(ft) =
7
6
Throat Length(ft) =
4.00
6.00
L/L(t) =
0.63
0.58
Efficiency =
83%
79%
Flow Int.(cfs) =
0.22
0.45
Q to next DI(cfs) =
0.04
0.12
Next DI =
EX
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7.
STONE / • /
APPLICATION DATES
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO MODIFY THE EXISTING BANK
1.4 PERMITS:
MAINTENANCE PARKING AREA FIRST PHASE:
BUILDING AND ASSOCIATED PARKING ON SITE ACCOMMODATE THE
AFEE OWNER WILL SECURE CERTIFICATES AND PERMITS AND PAY FOR ALL
1.STRIP
dA
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farce am� I.
7
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MOUNITANLE
SHALL ENSURE THAT VALUE OF THE EROSION AND SEDIMENT CONTROL
VEGETATIVE COVER IF OVER 7 DAYS;
SI DE ELEVATION
WORK TO INCLUDE MAINTENANCE AND ALL SEEDING OF DISTURBED AREAS
SILT3.PROVIDEFENCE,
SILT FENCE, WHERE APPLICABLE
W
DEMOLISHEDED AND A NEW DRIVE THRU WILL BE CONSTRUCTED ON THE
SHALL BE INCLUDED IN THE OVERALL PROJECT PERFORMANCE BOND.
,
SOUTH SIDE OF THE BUILDING. A NEW PARKING LOT CONFIGURATION WILL
of Kentucky Bluegrass from approved list
b. SECOND PHASE:
BE CONSTRUCTED TO MAKE ROOM FOR THE NEW DRIVE-THRU LOCATION.
"r�llllllll'nrr.i.
.�j '
2 ENSTING STORM STRUCTURES WILL BE REMOVED. 3 NEW STORM
Tell Fescue'
VIXT, In\A:
STRUCTURES AND A NEW STORM PIPE ARE PROPOSED TO PROVIDE FOR
CIEURSE AGGREGATE III "Capacs"
3. SEEDING OF DISTURBED AREAS NOT PROVIDED A COVER:
MUST CGEND FULL INDID,
A.LIMIT GRADING TO ONLY THOSE AREAS INVOLVED IN CURRENT ACTIVITIES.
PLAN VIEW
FOR THIS PROJECT IS 0.99 ACRES.
LIMIT LENGTH OF TIME FOR EXPOSURE OF UNPROTECTED GRADED AREAS.
Tall Fescue'
At
PERMANENT OR TEMPORARY SOIL STABILIZATIONSHALL BE APPLIED TO
.•1.w•A•.i•.i•
!-A
EXISTING S CONDITIONS
SECTI •
1.GRADE
THE SITE CURRENTLY CONTAINS BANK WITH DRIVEAND ASSOCIATED
ANY PORTION OF THE SISTABILIZATIONSTABILIZATION SHALL
TEMPORARY SOIL STABILIZATION BE
2.PAVE
11� •i
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3.SEEDING OF DISTURBED AREAS NOT PROVIDED A COVER;
PARKING AND SIDEWALKS. THE SITE GENERALLY DRAINNSS FROM THE EAST (IN
]
4Y• wi..i..1'�'i'ii'i'•'ri'G'i -'1' :�:i"147v•:.
THE AREA OF THE BUILDING) TO THE WEST. OVERALL THERE IS ABOUT A
SECTION B-8
&REMOVE TEMPORARY SEDIMENT CONTROLS AFTER ALL CONSTRUCTION ACTIVITY
2111112- A. '8 fm OW V& 149.
EROSION AND SEDIMENT CONTROL NARRATIVE
APPLICATION DATES
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO MODIFY THE EXISTING BANK
1.4 PERMITS:
MAINTENANCE PARKING AREA FIRST PHASE:
BUILDING AND ASSOCIATED PARKING ON SITE ACCOMMODATE THE
AFEE OWNER WILL SECURE CERTIFICATES AND PERMITS AND PAY FOR ALL
1.STRIP
EXPANSION OF THE VDOIRFA RIGHT-OF-WAY ALONG FAIRER% PIKE AND
IR THE
FEES REQUIRED BY LOCAL CODES AND REGULATIONS. THE CONTRACTOR
TOPSOIL TO STOCK
2.STRIP TOPSOIL TO STOCKPILE AREA AS NEEDED;
INTERSECTION OF FAIRER% PIKE AND DOUBLE CHURCH ROAD. THE EXISTING
XI
SHALL ENSURE THAT VALUE OF THE EROSION AND SEDIMENT CONTROL
VEGETATIVE COVER IF OVER 7 DAYS;
DRIVE-SHIODATION THE NORTH SIDE OF THE BUILDING WILL BE
WORK TO INCLUDE MAINTENANCE AND ALL SEEDING OF DISTURBED AREAS
SILT3.PROVIDEFENCE,
SILT FENCE, WHERE APPLICABLE
W
DEMOLISHEDED AND A NEW DRIVE THRU WILL BE CONSTRUCTED ON THE
SHALL BE INCLUDED IN THE OVERALL PROJECT PERFORMANCE BOND.
SOUTH SIDE OF THE BUILDING. A NEW PARKING LOT CONFIGURATION WILL
of Kentucky Bluegrass from approved list
b. SECOND PHASE:
BE CONSTRUCTED TO MAKE ROOM FOR THE NEW DRIVE-THRU LOCATION.
2.0 EXECUTION
1. INSTALL CULVERTS AS NOTED ON PLAN.
2 ENSTING STORM STRUCTURES WILL BE REMOVED. 3 NEW STORM
Tell Fescue'
2. ADJUST GRADES AND PAVE.
STRUCTURES AND A NEW STORM PIPE ARE PROPOSED TO PROVIDE FOR
2.1 GENERAL REQUIREMENTS:
3. SEEDING OF DISTURBED AREAS NOT PROVIDED A COVER:
DRAINAGE TO THE EXISTING STORM SEWER SYSTEM. THE DISTURBED AREA
A.LIMIT GRADING TO ONLY THOSE AREAS INVOLVED IN CURRENT ACTIVITIES.
4. SEED STOCKPILE OF SURPLUS SOILS IF NEEDED;
FOR THIS PROJECT IS 0.99 ACRES.
LIMIT LENGTH OF TIME FOR EXPOSURE OF UNPROTECTED GRADED AREAS.
Tall Fescue'
108 lbs.
PERMANENT OR TEMPORARY SOIL STABILIZATIONSHALL BE APPLIED TO
MAINTENANCE PARKING AREA EA SECOND PHASE:
EXISTING S CONDITIONS
DENUDED AREAS WITHIN SEAN DAYS AFTER FINAL GRADE IS REACHED ON
1.GRADE
THE SITE CURRENTLY CONTAINS BANK WITH DRIVEAND ASSOCIATED
ANY PORTION OF THE SISTABILIZATIONSTABILIZATION SHALL
TEMPORARY SOIL STABILIZATION BE
2.PAVE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT
3.SEEDING OF DISTURBED AREAS NOT PROVIDED A COVER;
PARKING AND SIDEWALKS. THE SITE GENERALLY DRAINNSS FROM THE EAST (IN
FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER
4.SEED STOCKPILE OF SURPLUS SOILS IF NEEDED;
THE AREA OF THE BUILDING) TO THE WEST. OVERALL THERE IS ABOUT A
THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
&REMOVE TEMPORARY SEDIMENT CONTROLS AFTER ALL CONSTRUCTION ACTIVITY
7' ELEVATION CHANGE THROUGHOUT THE SITE WITH THE HIGHEST ELEVATION
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
FOR THE SITE HAS BEEN COMPLETED AND THE WARREN COUNTY BUILDING
AT ABOUT 769.50 AND THE LOWEST AT ABOUT 762.50. AN EXISTING
(4VAC50-30-40 MINIMUM STANDARD NO. 1).
INSPECTOR AND THE OWNER HAVE DETERMINED THAT THE SITE IS STABIUZED.
STORM SYSTEM RUNS FROM NORTH TO SOUTH THROUGH THE PROPERTY
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AND CONNECTS TO A STORM SYSTEM RUNNING EAST TO WEST JUST SOUTH
THE CONSTRUCTION ENTRANCE, PERIMETER CONTROLS AND OTHER
pot m
OF THE PROPERTY.
SEDIMENT CONTROLS SHALL BE MADE FUNCTIONAL AS SOON AS POSSIBLE.
E.MAINTENANCE PROGRAM: ALL CONTROL MEASURES ARE TO BE INSPECTED DAILY
O
OTHER SEDIMENTATION CONTROL DEVICES WILL BE CONSTRUCTED AS
BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED
ADJACENT AREAS
ROUGH GRADING ALLOWS. CONSTRUCTION OF THE DEVICES SHALL AGREE
STRUCTURE SHOULD BE REPAIRED AT THE CLOSE OF THE DAY. SILT FENCING
THE SITE IS CURRENTLY SURROUNDED BY A SHOPPING CENTER TO THE
WITH THE DETAILS SHOWN ON THE PLAN SUBJECT TO MODIFICATIONS
AND SHOULD BE CLEANED AT 50% CAPACITY AND SPREAD ON-SrTE WHERE
SOUTH AND WEST. IT IS BOUNDED FAIRTHE PIKE TO THE NORTH AND
THEREOF THAT THE COUNTY BUILDING INSPECTOR DEEMS ADVISABLE.
PRACTICAL. CONTROL STRUCTURES SHALL NOT BE REMOVED UNTIL ALL AREAS
AELYS
DOUBLE CHURCH ROAD TO THE FAST. THE PORE FOR POTENTIAL 0 OFFSITE
REGARDLESS, THE SEDIMENT CONTROL DEVICES SHALL COMPLY WITH ALL
ABOVE HAVE BEEN FINALLY STABILIZED AND SEEDED AREAS ESTABLISHED. NO
EROSION AND SEDIMENT DAMAGE BY THIS PROJECT IS MINIMAL AND WILL BE
REQUIREMENTS OF 7H N
0 E VIRGINIA EROSION AND SEDIMENT CONTROL
CONTROL SHALL BE REMOVED WITHOUT THE SITE INSPECTOR'S
SECTORS PRIOR APPROVAL.
MITIGATED BY TEMPORARY SEDIMENT CONTROLS DURING CONSTRUCTION AND
HANDBOOK. THEY SHALL REMAIN IN PLACE UNTIL ALL SURFACES WITHIN
THE DAILY CONTROL MEASURE INSPECTIONS BY THE CONTRACTOR SHALL BE
PERMANENT IS CONTROLS WILL BE IN PLACE WHEN THE SITE
THE PROJECT ARE STABILIZED SUCH THAT SILTATION WILL NOT OCCUR;
DOCUMENTED TO INDICATE FINDINGS AND CORRECTIVE ACTION TAKEN. THESE
W COMPLETED.
WORK IS COMPLETED. THERE ARE NO KNOWN UNIQUE ENVIRONMENTALLY
I.E., ALL UPSTREAM AREAS FROM THE CONTROL DEVICES HAVE VEGETATION
REPORTS SHALL BE SUBMITTED TO THE COUNTY ON A BIWEEKLY BASIS.
SENSITIVE AREAS ON THE SITE.
ESTABLISHED, MULCH IN PLACE OR FURNISHED COVER COMPLETED. ALL
TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBUC ROAD SURFACE,
SOILS
REMOVED WITHIN 30 DAYS AFTER ALL CONSTRUCTION IS COMPLETE AND
THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH
ONSITE SOILS GENERALLY BELONG TO THREE SOIL TYPES:
THE WARREN COUNTY BUILDING INSPECTOR AND OWNER HAVE DETERMINED
DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR
3B--BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES
THAT THE SITE IS STABILIZED. TRAPPED SEDIMENT AND THE DISTURBED
SWEEPING AND TRANSPORTED TO STOCKPILE AREAS. STREET WASHING SHALL BE
9B--CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES AND
SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES
ALLOWED ONLY AFTER SEDIMENT IS REMOVED AS MUCH AS POSSIBLE BY
44B--ZQAR SILT LOAM, 2 TO 7 PERCENT SLOPES.
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SHOVELING OR SWEEPING. (4VAC50-30-40 MINIMUM STANDARD NO.17).
A SOILS MAR IS ON THE COVER SHEET. SOILS INFORMATION WAS OBTAINED
SEDIMENTATION (4VAC50-30-40 MINIMUM STANDARD NO. 18).
FROM HTTP://WEBSOILSURVEY.NRCS.USDkGOV/APP/HOMEPAGE.HTM, THE
i
o_
F.SOIL STABWZATIONPERMANENT
USDA SOIL SURVEY WEB SITE.
OR TEMPORARY SOIL STABIUZAT10N SHALL BE APPUED TO DENUDED
B.THE CONTRACTOR AGREES TO HOLD THE OWNER OR ANY OF ITS AGENTS
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION
CRITICAL AREAS
HARMLESS FROM ANY AND ALL UABILTTY OR DAMAGE THAT MAY ARISE
OF THE SITE. THIS INCLUDES THE TOPSOIL STOCKPILE AREAS. TEMPORARY SOIL
THERE ARE NO CRITICAL AREA IN THE AREA THAT WILL BE DISTURBED WITH
FROM A VIOLATION OF THE SILTATION ORDINANCE AND AGREES TO
STABIUZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT
THE PROJECT. SILT FENCING AND INLET PROTECTION WILL BE USED TO
INDEMNIFY THEM AGAINST ANY LOSS.
MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR
CONTROL THE SEDIMENT TRANSPORT OFF SITE TO PROTECT DOWNSTREAM
LONGER THAN 30 DAYS. PERMANENT STABIUZATION SHALL BE APPUED TO
AREAS
C.DESCRIPTION OF CONTROLS
AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
EROSION AND SEDIMENT CONTROL
CONTROL WILL BE EXERCISED THROUGH SEQUENCE OF LAND DISTURBING
(4VAC50-30-40 MINIMUM STANDARD NO. 1),
MEASURES
OPERATIONS, UMITING DURATION OF EXPOSURE OF UNSTABILIZED AREAS
AND INSTALLATION AND MAINTENANCE OF PHYSICAL CONTROL DEVICES
PERMANENT STABILIZATION: A PERMANENT VEGETATIVE COVER SHALL BE
1.0 GENERAL
COORDINATED WITH SEQUENCE OF CONSTRUCTION. THE DEVICES TO BE
ESTABUSHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
1.1 DESCRIPTION:
USED ON THE SITE ARE ALSO SHOWN ON THE DRAWINGS AND INCLUDE
PERMANENT STABILIZATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A
&WORK INCLUDED: EROSION AND SEDIMENT CONTROL OPERATIONS AND
THE FOLLOWING:
GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE
DEVICES REQUIRED FOR THIS WORK ARE INDICATED ON THE DRAWINGS
WILL INHABIT EROSION (4VAC50-30-40 MINIMUM STANDARD NO. 3).
AND INCLUDE BUT ARE NOT NECESSARILY LIMITED TO:
I.COAND
ENTRANCES - (STD & SPEC 3.02). THERE IS A HIGH
N
1.INSTALLATION OF CONTROL DEVICES:
POTENTIAL FOR
POTENTIAL FOR TRACKING MUD TO ADJACENT ROADS DURING WET SITE
OAA
ALL DISTURBED AREAS NOT PAVED WILL RECEIVE ATA MINIMUM 8" TOPSOIL
2.MAINTENANCE OF CONTROL DEVICES;
NT
CONDITIONS. CONSTRUCTION ENTRANCES ARE NEEDED AT THE LOCATION
AND BE SEEDED AS SPECIFIED ON PLAN SHEET 7. FERTILIZATION
ER
&TEMPORARY FORMS OF STABILIZATION;
SHOWN ON THE PLANS TO CLEAN THE TIRES OF VEHICLES AND EQUIPMENT
REQUIREMENTS SHALL DETERMINED SITE TIME OF SEED INSTALLATION.
4.REMOVAL OF DEVICES AND SITE RESTORATION.
EXITING THE JOB SITE.
WILL FI
PERMANENT SEEDING WILL OCCUR 0.S A FINAL PHASE OF CONSTRUCTION.
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE NrTNWT WRITTEN VERIFlGTION
2. SUPER SILT FENCE - SILT FENCING SHALL BE PLACED ALONG THE
LOWNERS
9KURISK MENNON' UTLIABILITYORLEGAL
EGAL
EXPOSURE TO PENNDNIASSOLTNTES;ANDOWNER
1.2 STANDARDS:
DOWN-SLOPE SIDE TO FILTER SEDIMENTS BEFORE RUNOFF DIB THE
TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR
A.THE FOLLOWING CODES AND STANDARDS, LATEST EDITIONS FORM A PART
CONSTRUCTION AREA. MAXIMUM POST SPACING IS 8 FEET CENTER TO
MORE THAN SEVEN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE INSTALLED
OF THIS SPECIFICATION, TO THE EXTENT OF ALL PROVISIONS APPUCABLE
CENTER'
AS SPECIFIED ON THE PLAN. SEEDED AREAS TO BE WATERED AND CARED FOR
TO THE WORK REQUIRED FOR THIS PROJECT, AND AS SPECIFICALLY
3.STORM DRAIN INLET PROTECTION- (STD &SPEC 3.07) STORM DRAIN INLET
AS NECESSARY TO PROVIDE GRASS EMERGENCE.
REFERENCED HEREIN.
PROTECTION SHALL BE INSTALLED IMMEDIATELY FOLLOWING INSTALLATION OF
1.ALL WORK SHALL COMPLY WITH THE VIRGINIA EROSION AND SEDIMENT
STORMWATER CONTROLS OR PRIOR TO CONSTRUCTION ACTIVITIES FOR
G.UNDERGROUND UTILITY LINE INSTALLATION
CONTROL HANDBOOK AND AS AMENDED BY LOCAL CODES AND REGULATIONS.
EXISTING STORM DRAINS, TO PREVENT SEDIMENT FROM ENTERING THE
NO MORE THAN 500 FEET OF TRENCH SHALL BE OPEN AT ONE TIME.
2.VDOT SPECIFICATIONS ARE THOSE CONTAINED IN THE LATEST EDITION OF
STORM DRAINS.
EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL OF TRENCHES.
THE VIRGINIA DEPARTMENT OF TRANSPORTATION, ROAD AND BRIDGE
EFFLUENT FROM DEWATERING OPERATIONS SWILL BE FILTERED OR PASSED
SPECIFICATIONS.
D.SEQUENCE OF LAND DISTURBING ACTIVITIES:
THROUGH APPROVED SEDIMENT TRAPPING DEVICES OR BOTH. MATERIAL USED
FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO
1.3 PROTECTION:
LGENERAL: ALL APPLICABLE MECHANICAL CONTROLS INCLUDING
MINIMIZE EROSION AND PROMOTE STABILIZATION.
RUSE ALL MEANS NECESSARY TO PROTECT ALL MATERIALS INCORPORATED
CONSTRUCTION ENTRANCE AND PHASE 1 SEDIMENT CONTROLS ARE TO BE
INTO THE WORK OF THIS SECTION BEFORE, DURING AND AFTER
CONSTRUCTED AS THE FIRST ITEM OF WORK. RETAIN CONTROL DEVICES
INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL
UNTIL FINAL STABILIZATION OF ALL AREAS OR AS DIRECTED BY THE COUNTY
3.0 STORMWATER MANAGEMENT PLAN:
REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE
REPRESENTATIVE.
OWNERS REPRESENTATIVES AND AT NO ADDITIONAL COST TO THE OWNER.
STORMWATER MANAGEMENT:
B.MAINTAIN AND PROTECT ALL BENCHMARKS, MONUMENTS AND SIMILAR
SEQUENCE OF CONSTRUCTION
THE PROPERTY DRAINS WEST TO EAST THROUGH THREE STORMWATER
REFERENCE POINTS AND, IF THEY ARE DISPLACED OR DESTROYED BY
o.0ONSFlRST PHASE:
ENTRANCE;
1.CSTALL
MANAGEMENT FACILITIES THAT COMBINE AT AN EXISTING JUNCTION BOX WITH
THESE OPERATIONS, REPLACE SAME AS DIRECTED AT NO ADDITIONAL COST
TOR
2.INSTALL STORM DRAIN INLET PROTECTION
TWIN 24" RCPs DRAINING UNDER AYLOR ROAD AND CONVEYING RUNOFF TO AN
70 THE OWNER.
3ANSTALL SILT FENCE, WHERE APPLICABLE
EXISTING DRAINAGE CHANNEL IN THE NEIGHBORHOOD TO THE EAST. FOR
FURTHER INFORMATION AND CALCULATIONS SEE STORMWATER MANAGEMENT PLAN
SUBMITTED SEPARATELY.
4.0 WATER QUALITY MANAGEMENT:
THE WATER QUALITY CALCULATIONS IN VIRGINIA RUNOFF REDUCTION METHOD
WORKSHEET -- REVISED -- JUNE 2014 - REDEVELOPMENT PROVIDED ARE
IN THE STORMWATER MANAGEMENT PLAN.
THE PRACTICES INCLUDE: PERMEABLE PAVEMENT IN AREA A AND AREA B
PARKING LOTS AND A SIORETENTION FILTER FOR THE PARKING LOT IN AREA
C. THESE PRACTICES WILL PROVIDE THE REQUIRED PHOSPHORUS
REDUCTIONS.
STORMWATER MANAGEMENT MAINTENANCE AND INSPECTION:
THE FOLLOWING MAINTENANCE AND INSPECTION GUIDELINES ARE INTENDED
TO BE THE INITIAL MINIMUM MAINTENANCE AND INSPECTION REQUIREMENTS
FOR THE WATER QUALITY PRACTICES.
FOR THE SPECIFIED RUNOFF REDUCTION PRACTICES THE MAINTENANCE AND
CONSTRUCTION DETAILS SEE
HTTP://VWRRC.VT.EDU/SWC/NONPROPRIE rARYBMPS.HTML
SILT FENCE DROP INLET
PROTECTION
2 x 4- V FRAME
m
I�IIIIIII III��
U U 1
PERSPECTIVE VIEWS
ELEVATION OF STAKE AND
FABRIC ORIENTATION
DETAIL A
TENS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (EIIAPE NO GREATER
THAN 5%) WHERE THE EMIT SHEET OR OVERLAND FLOWS (NOT
EXCEEDING 1 C.F.S.) ARE TYPICAL THE METHOD SHAIL NOT
APPLY TO DILEIS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
mill E.C. IBBB PLATE 5.07-1
SUPER ;i_T FENCE
FENCE POST SPACING
SHALL HOT EXCEED 1o'
CENTER TO CENTER
CHAIN LINK FENCING
FLIM -LTER CLOTH 34' MINIMUM
16' MIN. IST LAYER OF
EMBED FILTER CLOTH 8' FILTER CLOTH'
MINIMUM INTO GROUND
-IF MULTIPLE LAYERS ARE STANDARD SYMBOL
REQUIRED TO ATTAIN 42'
Construction S ell Glcatlons
SSF
P
II Fencing sholl be 42' In height and constructed In accordance with the
1 test VDOT Details for Chain Link Fenung.
2 Chain (IN< fence shall be fastened securely to the fence posts with wire ties.
The lower tension wire, brace and truss rods, drive anchors and Post caps are not
required except on the ends of the Fence.
3. Fl Iter clot shall be fastened securely to the chain link fence with ties spaced
every 24' at the top and nid sect l on.
4, Filter cloth shall be embedded a minimum of 8' Into the ground.
51 When two Sections of filter Cloth adjoin each other, they shall be overlapped
by 6' and folded.
61 No l ntenance shop be performed as needed and sl It but ldups removed when 'bulges'
dpve l do In the silt fence, or when silt reaches 50% of fence he Ight
71 Filter cloth shall be fastened securely to each fence post with wire ties or
staples at top and mid section and sholl meet the following requirements for
Geatextile Class F,
Tensile Strength 50 lbs/in (min.) Test. MSMT 509
Tensile Modulus 20 lbs/In (mm.) Testi MSMT 509
Flow Rate 0. 3 gal/fY/minute (max,) Test MSMT 322
Fl (ter Ing Efficiency 75% (min.) Test. MSMT 322
TABLE 3.31-B
(Revised June 2003)
TEMPORARY SEEDING SPECIFICATION:
QUICK REFERENCE FOR ALL REGIONS
SEED
APPLICATION DATES
SPECIES
APPLICATION RATES
Sept. 1 - Feb. 15
50/50 Mix of Annual Ryegrass (lolium multl-
forum) At Cereal (Winter) Rye (Secale cereals)
50 -100 (lbs/acre)
Feb. 16 -Apt. 30
Annual Ryegrass (lolium mul04orum)
60 - 100 (lbs/acre)
May 1 - Aug. 31
German Millet
50 (lbs/acre)
FERTILIZER & LIME
at Apply 10-10-10 fertilizer at a rale of 450 lbs. / acre (or 101bs. 11,000 sq. R)
• Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. 11,000 sq. ft.)
1 - A loll lest is necessary to determine the actual amount of lime required to adjust the soil pH of site.
2 - Incorporate the Iime and fertilizer into the lop 4 - 6 Inches of the soli by disking or by other means.
3 - When applying Slowly Available Nitrogen, use rales available In Erosion & Sediment Control Techn
p4 2003 Nutrient Management for Development Sites at htto;//v.dcr.state.va.us/sw/e&s.htmgoub6
TABLE 3.32-C
(Revised June 2003)
PERMANENT SEEDING SPECIFICATIONS FOR APPALACHIAN/MOUNTAIN AREA
SEED'
LAND USE
SPECIES
APPLICATION RATES
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Tall Fescue'
90.100%
Minimum Care Lawn
Perennial Ryagrass2
0-10%
(Commercial or Residential
Kentucky Bluegrass'
0-10%
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TOTAL: 200-250 lbs.
Minimum of three (3) up to five (5) varieties
Hiah-Maintenance, Lawn
of Kentucky Bluegrass from approved list
TOTAL: 125 lbs.
for use in Vi inial
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Tell Fescue'
12816s.
General Slope f3:1 or least
Red Top Grass or Creeping Red Fescue
Seasonal Nurse Crop
2 lbs.
20 lbs.
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TOTAL: 150Ibs.
1- p
to I.L.
Tall Fescue'
108 lbs.
Low -Maintenance Slope
Red Top Grass or Creeping Red Fescue
Seasonal Nurse Crop3
2 LOS.
20 lbs.
(Steeper than 311
Crownvetch4
20 lbs.
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TOTAL: 150 lbs.
1 - When selecting varieties of Wd9rasa use the Virginia Crop improvement Association (VCIA) recommended
tudgrass variety list. Quality seed will bear a label Indicating that they we approved by VCIA. A current turfgrass
variety list Is available at the local County Extension office or through VCIA at 804-7464884 or at
hBo:l/Sudan.cses.vtedu/htmlRurfAurf/publications/publicatlons2.hbnl
2 - Perennial Ryegrass will geminate faster and at lower soil temperatures than Tell Fescues, thereby providing
cover and erosion resistance for seedbed.
3 - Use seasonal nurse crop In accordance with seeding dates as stated below:
March, April - May 15" ......................... Annual Rye
May le - August 15e ......................... Footfall Millet
August i 6e - September, October ........... Annual Rye
November -February ............................. Winter Rye
4 -ATI legume seed must be property inoculated. If Flatpes Is used, increase to 30 lbs/acre. H Weeping
LGvegrass Is used, include in any slope or low maintenance mixture during warmer seeding periods, Increase to
30 -40 lbs/acre.
• 2 fertilizer at a rate of 500 lbs. I acre or 12 lbs. / 7 000 s . ft.
A 10. 0-10 )
Ppb q
• ft
Pulverized Agricultural Limestone at a rate of 2 lonelacre or 90 lbs / 1 000 s . .
APPLY Pulve g ( 9 )
- A soil test Is necessary to determine the actual amount III required to adjust the soil pH of site.
- Incorporate the lime and fertilizer Into the top 4 - 6 inches of the sol] by disking or by other means.
- When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Techr
SEEDING NOTES:
TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4".
PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE
OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE).
FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% KENTUCKY BLUEGRASS
APPLIED AT THE RATE OF 200 LBS. PER ACRE.
STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 2DO GALLONS PER ACRE.
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ALL DOCUMENTS PREPARED BY PENNON ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT THEY ME NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY GARNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE NrTNWT WRITTEN VERIFlGTION
ORApFmPURP BY INTENDEDWILL BEAT FOR TIE
SPECIFIC PURPOSE INTENDED WILL BEAT
LOWNERS
9KURISK MENNON' UTLIABILITYORLEGAL
EGAL
EXPOSURE TO PENNDNIASSOLTNTES;ANDOWNER
FY PNDHOLD CMAGES, PENES
ASSCGSHKLIES FROM
FROM ALL OMLTING THEREFROM
EXPENSES
E%PENSES MIaND OUT OF OR RESULTING THEFdFROM.
OF OR
PROJECT BNKC1701
DATE 2017-12-22
DRAWING SCALE AS SHOWN
DRAWN BY KLM
APPROVED BY DLF
CS8002
SHEET 7 OF 12
PIN 86-A-18
BOTANIGIL
; ,YC1TY REALTY ASSOCIA7ES-DE, LLC
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EX. SANITARY
SEWER ESM'T
D8 708 PG 150
VA. STATE ROUTE 277 • FAIRFAX PIKE
(VARIABLE WIDTH RAW)
N 87WI I- E 240.94'
CA,----�
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GA G _
Al �
LIMITS OF DISTURBANCE
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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 UST, HE/SHE SHOULD THOROUGHLY CHECK THE PUNT UST
QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A
DISCREPANCY BETWEEN THE DRAWING AND THE UST ON THE PUNS, THE DRAWING TAKES PRECEDENCE.
STANDARDS
A ALL PUNT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK
PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).
B. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT
INSPECTORS.
C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.
D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORNS III BY LH. BAILEY.
.y11:I7yIIlIJIU1:fy�M:1�a0;
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED
BY THE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSRMIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER
CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR
INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL
SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTMMONS.
SUBSTITUTIONS: POST -BID
IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS
BECOME UNAVAILABLE, AN APPROPRIATE SUBSTTMION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACT 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 SH AI BE RESPONSIBLE
FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHW1 BE
BORNE BY THE OWNER.
DRAINAGE
IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR
THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR
DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO
ACCOMMODATE THE POOR DRAINAGE 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. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE
GUARANTEE
PERIOD.
B. BALLED AND BURUPPED (B&B).
1. BALLED AND BURIAPPED 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.
®GRATE (764.64)
CANOPY
0
ONE
RCK
T A
A4CONCRETE A. FAE
'a'
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0 0
RIM=767.422
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2. BALL SIZE SFW1 BE IN ACCORDANCE WITH ANLA STANDARDS.
3, CAUPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE -TRUNK TREES, CALIPER SHALL TAKE
PRECEDENCE
OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6' ABOVE THE GROUND LEVEL (UP TO INCLUDING 4'
CALIPER
SIZE) AND 12' ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE -TRUNK TRESS, HOG14T
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-DEVaOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER.
2. ALL CONTAINER -GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SFW1 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
11411, TO CUT ALL CIRCLING ROOTS. SEE PUNTING 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 STALL BE KEPT MOIST WITH THE EQUNALENT OF ONE INCH OF RAINFALL PER WEEK.
A PRUNING SHALL BE DONE BEFORE PLAITING OR WRING THE PUNTING OPERATION. PRUNING DETAIL FOR TREES IN
THIS SECTION.
B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SMALL
COMPLY WITH
STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.
C. TREES SHAH BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES
AND
SHRUBS SHOULD NOT BE LEFT ON SITE UNPLMNTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO
INSURE ROOTS
SURVIVAL
INSPECTION
A PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE
OF GROWTH
OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B. PLANTS DAMAGED IN HANDUNG OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
C. STATE NURSERY INSPECTION CERTIFICATES SHALE_ BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.
PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS
A REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.
B. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCUNG ROOTS, USE A SHARP KNIFE TO MAKE 1' CUTS
THE LENGTH
OF THE ROOTBALL.
C. PUNT SHRUB TO 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.
E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO
ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.
NOT FOR CONSTRUCTION
LIMITS OF
DISTURBANCE
PARKING LOT LANDSCAPE CALCULATIONS:
IMPERVIOUS SURFACE 19,363 S.F. PARKING LOT AREA 9,974 S.F.
TREES REQUIRED AT 1 PER 2,000 S14 10 INTERIOR LANDSCAPING AREA REQUIRED: 496.70 S.F. (5.00X)
TREES PROVIDED: 10 INTERIOR LANDSCAPING AREA PROVIDED: 1,02350 S.F. (10.26X)
3' HEDGE REQUIRED: IES NUMBER OF SPACES PROPOSED. 24
3' HEDGE PROVIDED: YES INTERIOR TREES REWIRED: 2 (1 PER 10 SPACES)
INTERIOR TREES PROVIDED: 2
GENERAL PLANT LIST
DECIDUOUS TAMES
SYMBOL
BOTANIGIL
r vVAL,=
SIZE SPAGWO
QIIANTIY
OR
OUEIOUS MR
RED OAK
2.0' CAL. AS SHOWN
1
ZS
IZEUKOVA SERRATA
I JAPANESE ZELKOVA
2.0' CAL IAS SHOWN
5
36' HT. MIN.4'
O.C.
25
Z
W 9
z�3�
PL PRUNUS UUROCERASUS 'OTTO LUYKEN'
OTTO LUYKEN CHERRY LAUREL
3 GAL CDNT.
36' HT. MIN.
4' O.C.
17
Y
TM TAU X MEDIA T)DSFORWS'
DENSIFORMIS YEN
3 GAL CDNT.
36' HT. MIN.
4' O.C.
25
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RONALD A. NDSLOWSTKY, JIL
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86 -A -18A
IIIA
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12 854 PG '
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ACRES
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4
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1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER.
m
A
LIMITS OF DISTURBANCE
55-i8
I I
CSR -5 II
I I�
RRSF
\ -SIGN
PKIF �(
= lil
o GRATE (764.53)
z _
W=781.38
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 UST, HE/SHE SHOULD THOROUGHLY CHECK THE PUNT UST
QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A
DISCREPANCY BETWEEN THE DRAWING AND THE UST ON THE PUNS, THE DRAWING TAKES PRECEDENCE.
STANDARDS
A ALL PUNT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK
PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).
B. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT
INSPECTORS.
C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.
D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORNS III BY LH. BAILEY.
.y11:I7yIIlIJIU1:fy�M:1�a0;
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED
BY THE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSRMIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER
CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR
INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL
SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTMMONS.
SUBSTITUTIONS: POST -BID
IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS
BECOME UNAVAILABLE, AN APPROPRIATE SUBSTTMION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACT 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 SH AI BE RESPONSIBLE
FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHW1 BE
BORNE BY THE OWNER.
DRAINAGE
IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR
THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR
DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO
ACCOMMODATE THE POOR DRAINAGE 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. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE
GUARANTEE
PERIOD.
B. BALLED AND BURUPPED (B&B).
1. BALLED AND BURIAPPED 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.
®GRATE (764.64)
CANOPY
0
ONE
RCK
T A
A4CONCRETE A. FAE
'a'
to
0 0
RIM=767.422
' C4 Wv I
B TI FH VRP
F� Wwm MP.
— — I i I Y TMH
IS
I CONC. WALK It
PIN 86-A-18
2. BALL SIZE SFW1 BE IN ACCORDANCE WITH ANLA STANDARDS.
3, CAUPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE -TRUNK TREES, CALIPER SHALL TAKE
PRECEDENCE
OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6' ABOVE THE GROUND LEVEL (UP TO INCLUDING 4'
CALIPER
SIZE) AND 12' ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE -TRUNK TRESS, HOG14T
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-DEVaOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER.
2. ALL CONTAINER -GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SFW1 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
11411, TO CUT ALL CIRCLING ROOTS. SEE PUNTING 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 STALL BE KEPT MOIST WITH THE EQUNALENT OF ONE INCH OF RAINFALL PER WEEK.
A PRUNING SHALL BE DONE BEFORE PLAITING OR WRING THE PUNTING OPERATION. PRUNING DETAIL FOR TREES IN
THIS SECTION.
B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SMALL
COMPLY WITH
STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.
C. TREES SHAH BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES
AND
SHRUBS SHOULD NOT BE LEFT ON SITE UNPLMNTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO
INSURE ROOTS
SURVIVAL
INSPECTION
A PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE
OF GROWTH
OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B. PLANTS DAMAGED IN HANDUNG OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
C. STATE NURSERY INSPECTION CERTIFICATES SHALE_ BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.
PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS
A REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.
B. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCUNG ROOTS, USE A SHARP KNIFE TO MAKE 1' CUTS
THE LENGTH
OF THE ROOTBALL.
C. PUNT SHRUB TO 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.
E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO
ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.
NOT FOR CONSTRUCTION
LIMITS OF
DISTURBANCE
PARKING LOT LANDSCAPE CALCULATIONS:
IMPERVIOUS SURFACE 19,363 S.F. PARKING LOT AREA 9,974 S.F.
TREES REQUIRED AT 1 PER 2,000 S14 10 INTERIOR LANDSCAPING AREA REQUIRED: 496.70 S.F. (5.00X)
TREES PROVIDED: 10 INTERIOR LANDSCAPING AREA PROVIDED: 1,02350 S.F. (10.26X)
3' HEDGE REQUIRED: IES NUMBER OF SPACES PROPOSED. 24
3' HEDGE PROVIDED: YES INTERIOR TREES REWIRED: 2 (1 PER 10 SPACES)
INTERIOR TREES PROVIDED: 2
GENERAL PLANT LIST
DECIDUOUS TAMES
SYMBOL
BOTANIGIL
COMMON NAME
SIZE SPAGWO
QIIANTIY
OR
OUEIOUS MR
RED OAK
2.0' CAL. AS SHOWN
1
ZS
IZEUKOVA SERRATA
I JAPANESE ZELKOVA
2.0' CAL IAS SHOWN
5
55-7 GENERAL LANDSCAPE NOTES:
SLS PROPOSED 1. NO TREES OR SHRUBS SHALL BE PLACED ON FW EASEMENTS.
b. 263 SF. BUILDING ADDITION 2 ALL LANDSCAPING AND PLANTING WILL CONFORM TO SECTION 165-203.01 OF
WPP THE FREDERICK COUNTY ZONING ORDINANCE.
PROPOSED
DRIVE-THRU CANOPY
0 20' 40'
SET TRUNK PLUMB
PRUNE ONLY DAMAGED
OR DEW BRANCHES v
SECURE GUYS WITH RUBBER
HOSE TO TRUNK
DO NOT MULCH WITHIN
6' OF TRUNK
SWAT
WOOD STNOS
SET AT 18O (/LT:�)
3' OF MULCH��
SLOPE SIDES OF PLAITING HOLE -
REMOVE BURLAP OR WIRE -
BASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURE
TO PREVENT ROOT ROLL FROM
SHIFTING
TREE PLANTING
PRUNE ONLY DAMAGED -
OR DEAD BRANCHES
2' OF MULCH -
CREATE A SAUCER SHAPE -
WITH MULCH TO HOLD WATER
4
SLOPE SIDES OF PAINTING HOLE -
REMOVE BURLAP OR WIRE -
MET FROM TOP
1/3 OF ROOT BNL
TAMP SOIL AROUND ROOT BAIL -
BASE FIRMLY TO PREVENT
ROOT BVL FROM SHIFTING
SHRUB PLANTING
3x DWMEIER OF ROOT BALL
NOTES:
I.*STAKE ONLY TO PREVENT
WIND TIP OR WHEN PLANTING
ON STEEP SLOPES
2. REMOVE All TAGS AND
ROPES FROM BRANCHES AND
ROOT BALL
DIAMETER OF ROOT BNL
OR CONTAINER SIZE
NOT TO SCALE
NOT TO SCALE
PROVIDE EDGE WITH CLEAN, CRISP
SEPARATION BETWEEN MULCHED BED
ADJACENT SURFACE CONDITIONS
TURF, SIDEWALK,AR CURB
I I 1
PrFCA .•PT r If •71T 1•IY
1Ji�11C 1112* MIN. MULCH LAYER
MULCH
r
LAYER
TOPSOIL
CUT EDGE MINIMUM 4 -
BELOW GRADE TO
RECEIVE MULCH
TYPICAL MULCH EDGING DETAIL
NOT TO SCALE
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SYMBOL BOTANICAL
COMMON NAME
SIZE
H
SPACING
QUANTITY
TN
O
LL
BS BUXUS SEMPERVIRENS VKITRGRERN'
WINTERGREEN BOXWOOD
3 GM- ODNT.
36' HT. MIN.4'
O.C.
25
Z
W 9
z�3�
PL PRUNUS UUROCERASUS 'OTTO LUYKEN'
OTTO LUYKEN CHERRY LAUREL
3 GAL CDNT.
36' HT. MIN.
4' O.C.
17
Y
TM TAU X MEDIA T)DSFORWS'
DENSIFORMIS YEN
3 GAL CDNT.
36' HT. MIN.
4' O.C.
25
o
DC
TH OF
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RONALD A. NDSLOWSTKY, JIL
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MAINTENANCE OF LANDSCAPING NOTES:
2
D_
LU
"Z z
N
= m
M=
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LY Q g m
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V z LL o
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1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER.
m
=
-4
m
2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR
SHOPPING CARTS.
41.
3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR.
0
4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR
SPECIES AND
TIME SINCE INSTALLATION.
PROPOSED 20'
5. TREES SHALL BE REPLACED AT A SIZE OF 0.5' CALIPER ABOVE 2' FOR EVERY YEAR
SINCE
FREDERICK
WATER ESMT
INSTALLATION UP TO 5' CALIPER.
w
w
f
w
w
E
55-7 GENERAL LANDSCAPE NOTES:
SLS PROPOSED 1. NO TREES OR SHRUBS SHALL BE PLACED ON FW EASEMENTS.
b. 263 SF. BUILDING ADDITION 2 ALL LANDSCAPING AND PLANTING WILL CONFORM TO SECTION 165-203.01 OF
WPP THE FREDERICK COUNTY ZONING ORDINANCE.
PROPOSED
DRIVE-THRU CANOPY
0 20' 40'
SET TRUNK PLUMB
PRUNE ONLY DAMAGED
OR DEW BRANCHES v
SECURE GUYS WITH RUBBER
HOSE TO TRUNK
DO NOT MULCH WITHIN
6' OF TRUNK
SWAT
WOOD STNOS
SET AT 18O (/LT:�)
3' OF MULCH��
SLOPE SIDES OF PLAITING HOLE -
REMOVE BURLAP OR WIRE -
BASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURE
TO PREVENT ROOT ROLL FROM
SHIFTING
TREE PLANTING
PRUNE ONLY DAMAGED -
OR DEAD BRANCHES
2' OF MULCH -
CREATE A SAUCER SHAPE -
WITH MULCH TO HOLD WATER
4
SLOPE SIDES OF PAINTING HOLE -
REMOVE BURLAP OR WIRE -
MET FROM TOP
1/3 OF ROOT BNL
TAMP SOIL AROUND ROOT BAIL -
BASE FIRMLY TO PREVENT
ROOT BVL FROM SHIFTING
SHRUB PLANTING
3x DWMEIER OF ROOT BALL
NOTES:
I.*STAKE ONLY TO PREVENT
WIND TIP OR WHEN PLANTING
ON STEEP SLOPES
2. REMOVE All TAGS AND
ROPES FROM BRANCHES AND
ROOT BALL
DIAMETER OF ROOT BNL
OR CONTAINER SIZE
NOT TO SCALE
NOT TO SCALE
PROVIDE EDGE WITH CLEAN, CRISP
SEPARATION BETWEEN MULCHED BED
ADJACENT SURFACE CONDITIONS
TURF, SIDEWALK,AR CURB
I I 1
PrFCA .•PT r If •71T 1•IY
1Ji�11C 1112* MIN. MULCH LAYER
MULCH
r
LAYER
TOPSOIL
CUT EDGE MINIMUM 4 -
BELOW GRADE TO
RECEIVE MULCH
TYPICAL MULCH EDGING DETAIL
NOT TO SCALE
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PLL DOCUMENTS PREPARED BY PENNOM A98JCUTES
ME INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OMER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. MYREMEVATHDJTNRITTENVEWFICATION
OR ADAPTATION BY PENJOM ASSOCATES FOR THE
SPEOFIC PURPOSE INTENDED WILL BE AT OMRERS
SOLE RISK AND WITHOUT UMUTY OR LEGAL
EXPOSURE TO PENMNI ASSOCIATES', AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CALMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
PROJECT BNKC1701
DATE 2017-12-22
DRAWING SCALE 1"=20'
DRAWN BY KLM
APPROVED BY DLF
CS2001
SHEET 8 OF 12
❑ NLP /
GA
7 WOT URL/I
EX SANITARY
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1. All proposed signing and pavement marking shall be in accordance with, the most
current edition of each of the following and any revision thereto:
A. Manual on Uniform Traffic Control Devices.
B. The Virginia Supplement to the Manual an Uniform Traffic Control Devices.
C. The Virginia Department of Transportation Road and Bridge Specifications.
D. The Virginia Department of Transportation Road and Bridge Standards.
2. All pavement markings shall be thermoplastic (Type B, Class 1), EXCEPT lane lines
which shall be paint (Type A).
3. Proposed sign locations are approximate and shall be modified in the field to avoid
conflict with underground utilities or other obstructions, and to comply with standards
referenced in Note 1.
4. Any existing pavement markings, which will conflict with proposed pavement
markings, shall be completely (1007.) eradicated.
Limits shown of proposed markings are approximate and shall be modified in the.
field to insure that the proposed pavement markings continue until existing pavement
markings can be matched.
6. All signs shall be in accordance with VDOT Standard WSP-1 unless noted.
7. Sign support posts shall not be located within 3' of the 5 -foot wide sidewalk.
8- Proposed posted speed limits require an engineering speed study stamped
by a liscensed professional engineer be submitted to V.D.O.T. for review and
approval prior to erecting signs.
9. All signs and pavement markings shall be reviewed in the field with the VDOT
Inspector prior to installation.
10.AI1 permanent sign posts to be tube type posts VDOT STP -1. Wooden posts
only allowed for construction traffic signage.
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1. All proposed signing and pavement marking shall be in accordance with, the most
current edition of each of the following and any revision thereto:
A. Manual on Uniform Traffic Control Devices.
B. The Virginia Supplement to the Manual an Uniform Traffic Control Devices.
C. The Virginia Department of Transportation Road and Bridge Specifications.
D. The Virginia Department of Transportation Road and Bridge Standards.
2. All pavement markings shall be thermoplastic (Type B, Class 1), EXCEPT lane lines
which shall be paint (Type A).
3. Proposed sign locations are approximate and shall be modified in the field to avoid
conflict with underground utilities or other obstructions, and to comply with standards
referenced in Note 1.
4. Any existing pavement markings, which will conflict with proposed pavement
markings, shall be completely (1007.) eradicated.
Limits shown of proposed markings are approximate and shall be modified in the.
field to insure that the proposed pavement markings continue until existing pavement
markings can be matched.
6. All signs shall be in accordance with VDOT Standard WSP-1 unless noted.
7. Sign support posts shall not be located within 3' of the 5 -foot wide sidewalk.
8- Proposed posted speed limits require an engineering speed study stamped
by a liscensed professional engineer be submitted to V.D.O.T. for review and
approval prior to erecting signs.
9. All signs and pavement markings shall be reviewed in the field with the VDOT
Inspector prior to installation.
10.AI1 permanent sign posts to be tube type posts VDOT STP -1. Wooden posts
only allowed for construction traffic signage.
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NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITES.
W B'TYPICAL FOR VAN ACCESSIBLE SPACES k
5' TYPICAL FOR OTHERS.
2. SIGNS MAY BE MOUNTED ON THE BUILDING.
HANDICAP SIGN DETAIL.
N.T.S.
Example of Fire Lane Markings
12" X 18" STM.
12' x 6' STD.
STD. U -CHANNEL POST
PROP. GROUND
RESENVED
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ACCESSIBLE
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WITHIN CROSSWALK
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TYPE B PAR ALLEL
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Fire Lane Marking Guidelines
D103.6 Signs. Where required by the fire code official, fire apparatus access roads shall be marked with
permanent signs complying with the following specifications:
I. Metal construction 12 inches by 18 inches.
2. Red letters on engineer grade prismatic reflective white background with 3/8 inch red trim stripe
around entire outer edge of sign.
3. Sign construction to be: the letter "PIT in black inside a red circle with a red slash through the "PTT,
below that to read "FIRE LANE" on separate lines. Signs delineating the beginning or ending of a
fire lane shall have a solid filled arrow to point in the direction of the fire lane.
4. Signs are to be mounted with the bottom no less than 7' from the ground and no more than 7'6" to
the ground, unless otherwise directed by the fire code official.
5. Posts for signs, when required, shall be metal and securely mounted, unless written permission for
alternatives is obtained prior to installation from the Office of the Fire Marshal. Signs should be
spaced as shown on approved plans. In long stretches, the maximum distance between signs is 50
feet.
6. Other special signs may be approved by the Office of the Fire Marshal.
SIGN TYPE MA"
SIGN TYPE "C"
SIGN TYPE "D"
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Standard wording with no
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on the bottom pointing to the
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the right. One sign mounted
lett, One sign mounted parallel
parallel to the line of curbing or
parallel to the line of curbing or
to the line of curbing or
pavement edge.
pavement edge at the end of
pavement edge at the end of the
the painted area,
painted area.
D103.7 Curb Designation. Where curbing is provided adjacent to the fire lane, it must be painted yellow within the
limits of the fire time. In areas without curbing a 6 inch yellow line shall be applied to the edge of the pavement. Paint
shall be highway traffic grade.
6"
i I I
Curbs shall be identified by a 6 inch Rolled curbs shall be identified by a 6 Roads with no curbs shall he
yellow paint stripe on the top and side. inch yellow stripe to the top. identified by a 6 inch yellow stripe.
Revised 113/2011
Page I of 2
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Note: Comb, curb & gutter
having a radius of 300' or less
(along face of curb) shall be
paid for as radial combination
curb & gutter.
This item may be precast or
cast in place.
Concrete to be Class A3 if cast
in place, 4000 PSI if precast.
SECOND SAWCUT SAWCUT
BITUMINOUS JOINT BITUMINOUS JOINT
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121
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(along face of curb) shall be
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This item may be precast or
cast in place.
Concrete to be Class A3 if cast
in place, 4000 PSI if precast.
SECOND SAWCUT SAWCUT
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MEMS PREPARED BY PENNO
RUMENS OF SERVICE IN RE;
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ABLE FOR REUSE BY OWNER
NBOW OF THE PROJECT OR
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O(FENSES ARIS AI OUT OF OR RESULTING THEREFROM.
PROJECT
BNKC1701
DATE
2017-12-2
DRAWING SCALE
ASSHOWN
DRAWN BY
KLM
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SHEET 11 OF 12
location mar,
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All baCMM to be compacted to 95%
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STANDARD
yeneral backfin — ---- -
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FES 09
BOLLARD DETAIL
NOTE:
Wasp Atlee sf1B1 not be subject to being submerged. B
Irretalaipn N In an area having a high groundwater table, the
AU NNIM's engineer shag be contacted for hydrant relocation,
aides b be
rc411mare d r
abavatopdbase
cortc+eb Pad.,r8' de. x V deep
1 r
� e• crane
screw type adjustable valve box
vdve box adaptor
�locatormarker
^— L
I—L—�
VA
In coalition to resbaiang each joint or the 8dng,
Shy joint Ural fats within the Specified length of
each branch of the Setting shall be restrained.
L - restmine l length of pipe PVC or DIP)
D - PIPs dametor
D
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tr
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111 I I�I
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Weather
EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH
^— L
I—L—�
VA
In coalition to resbaiang each joint or the 8dng,
Shy joint Ural fats within the Specified length of
each branch of the Setting shall be restrained.
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D - PIPs dametor
D
r
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HORIZONTAL BEND
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TEE, CROSS, WYE AND HORIZONTAL BEND
.2 -
Opposite Spa
12 gauge solid Insulated -
copper wire for Ire tracing,
taped at 10 loot krtervds
FEB 09
treated 2x 4' wbh top r painted blue
1' coupling (PJ X PIP) and
.--.-.. INP plastic dug on 0 tag plata I�
zr
Sama3Ha
INSTALLATION NOTES:
1. Exact location of box assembly
mastto boa roved dor to installation.
approved p
2 WaIM 9BMfe IXOa91ng scree(:
a. Encase M r dameter KH40 PVC m SDR21 pipe. The piping snag,.... from OnG loot beyond ade vak, .0. the
sheet. to one foot beyond sldewak.
0.Instal 12 gauge soil Insaatod copper Are (for One tracklg) from corporation step lip Into the meter box Iwrap woe
around corporation trop: 48 to be [aped to top of PET at 10 foot Intervals! came up Into meter box! wrap around
bottom of angle hoe valve: (errrlilato with 12 tae Plane].
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
San x 3/4', 3'e' AN D 11 -
METER
eMETER INSTALLATION
•B
FEB 09
Of � L DP
ash Joints of the Blflng Shag be reatrdned. In adtdtlon, al jolts Ann
Me specNed length on the large elle tithe reducer shat be restrain fe.
L (fl)
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REDUCER
In addion to restraining rile contraction, any jolt Nal
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EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH
LL
THE AUTHORITY'S INSPECTOR.
7.
tr
O
THROUGH 2' IN SIZE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY
INSTALLED CORRECTLY.
40
80
20'
-
-
-
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REDUCER
In addion to restraining rile contraction, any jolt Nal
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8'etorteJ
screw type adjustable vaHe box
lonatbn meeker valve We
adapter
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stone {II- \resteents to mdn
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RONALD A. MISLOWSKY, JR.
No.20674 a -
B', 8' and 12•
VALVE, DEAD END
Y
RESTRAINED JOINTS FOR REDUCER,
1V, 18", 20' and 24'
GATE VALVE AND DEAD END GATE VALVE
concrete pad 18'
coxrab Pad lr qe,x r deep
finished grade
1.
db.xrdeep
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WWW FCSA WATER.COM.
2.
THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME
OF CONSTRUCTION.
3.
THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
4.
THE CONTRACTOR SHALL CONNECTA NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING
a
Of
THE MANHOLE.
5,
ANEW WATER (OR FORCED SEWER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY A WET
��
TAP.
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THE AUTHORITY SHALL FURNISH ALL NEEDED MATERIAL AND MAKE THE TAP.
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AN APPLICATION FOR WET TAP SHALL BE SUBMITTED AND THE INITIAL FEE PAID BEFORE THE TAP IS
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MADE,
Weather
EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH
LL
THE AUTHORITY'S INSPECTOR.
7.
THE AUTHORITY'S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS
O
THROUGH 2' IN SIZE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY
INSTALLED CORRECTLY.
screw type adjusreble
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A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE
stare
211' trthl.
�r ml.
valve box
vaHe restmletl to main
be bevel Bear
C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL TO BE
IY
spew type—
adqtYPe etbe.
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D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER.
8.
FOR SERVICES THAT CONNECT TO EXISTING LINES:
F4
A. THE AUTHORITY SHALL FURNISH AND INSTALL:
a
ap
valve box
2. ALL SEWER SERVICES.
B. THE OWNERIDEVELOPER SHALL:
2$
1. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE
LATERAL WITH THE AUTHORITY'S ENGINEERING ASSISTANT
Note valve"
2. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES.
9.
ALL WATER SERVICE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE
�
OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013.
10.
vWa boa
B'Oa BsN
OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. ANY
EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE AFIRE SERVICE METER. THIS ASSEMBLY
vain boa
ARE REQUIRED.
adaptor
THE AUTHORITY SHALL REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF
A BUILDING'S:
m
A. DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR ITS
adaptor
12.
DEQ MUST ALSO APPROVE SEWER PUMP STATIONS. FCSA REQUIRES A COPY OF DEQ'S CERTIFICATE
TO OPERATE AND A COPY OF THE STATION'S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS
•�
OCT 2011
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RONALD A. MISLOWSKY, JR.
No.20674 a -
Water Forced Sewer
VALVE, DEAD END
Y
RESTRAINED JOINTS FOR REDUCER,
1V, 18", 20' and 24'
GATE VALVE AND DEAD END GATE VALVE
-3-
FEB D9 -$- APR 09
FREDERICK COUNTY SANITATION AUTHORITY
1.
THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT
p
WWW FCSA WATER.COM.
2.
THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME
OF CONSTRUCTION.
3.
THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
4.
THE CONTRACTOR SHALL CONNECTA NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING
a
Of
THE MANHOLE.
5,
ANEW WATER (OR FORCED SEWER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY A WET
��
TAP.
Q
THE AUTHORITY SHALL FURNISH ALL NEEDED MATERIAL AND MAKE THE TAP.
aU
N n
AN APPLICATION FOR WET TAP SHALL BE SUBMITTED AND THE INITIAL FEE PAID BEFORE THE TAP IS
/J
V
MADE,
6.
EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH
LL
THE AUTHORITY'S INSPECTOR.
7.
THE AUTHORITY'S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS
O
THROUGH 2' IN SIZE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY
INSTALLED CORRECTLY.
Y
BEFORE PERMANENT METER IS INSTALLED:
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A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE
Z
COPPERSETTER.
B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE.
Q
C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL TO BE
IY
BETWEEN 18 AND 21 INCHES.
00
D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER.
8.
FOR SERVICES THAT CONNECT TO EXISTING LINES:
F4
A. THE AUTHORITY SHALL FURNISH AND INSTALL:
a
1. ALL 5/8 X3/4', 3/4', 1', 1 112- AND 2 -WATER SERVICES
2. ALL SEWER SERVICES.
B. THE OWNERIDEVELOPER SHALL:
2$
1. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE
LATERAL WITH THE AUTHORITY'S ENGINEERING ASSISTANT
2. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES.
9.
ALL WATER SERVICE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE
�
OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013.
10.
ALL FIRE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE
OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. ANY
EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE AFIRE SERVICE METER. THIS ASSEMBLY
SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES
ARE REQUIRED.
11.
THE AUTHORITY SHALL REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF
A BUILDING'S:
m
A. DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR ITS
B. FIRE SERVICE LINE'S BACKFLOW PREVENTION DEVICE.
12.
DEQ MUST ALSO APPROVE SEWER PUMP STATIONS. FCSA REQUIRES A COPY OF DEQ'S CERTIFICATE
TO OPERATE AND A COPY OF THE STATION'S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS
MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERS RELEASED.
OCT 2011
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RONALD A. MISLOWSKY, JR.
No.20674 a -
IALL IXIDUMENTS PREPARED BY PENNONASWCIATES
PRE INSTRUMENR. OF SEW OE IN RESPECT OF THE
PROJECT. THEYARE NOTINTENDE)OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT, ANY REUSE W THOUTWRITTEN VERIFICATION
ORADAPTATION BY PENNONI ASEOUATES FOR THE
EXPOSURE TO PENNON ASSOCIATES; AND OWNER
SHKLtDEMNIFYANOHO DHkRMLESSPENNOrII
ASSOCIATES FROM ALL CUIM3, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
PROJECT
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PROJECT. THEYARE NOTINTENDE)OR REPRESENTED
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THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT, ANY REUSE W THOUTWRITTEN VERIFICATION
ORADAPTATION BY PENNONI ASEOUATES FOR THE
EXPOSURE TO PENNON ASSOCIATES; AND OWNER
SHKLtDEMNIFYANOHO DHkRMLESSPENNOrII
ASSOCIATES FROM ALL CUIM3, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
PROJECT
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IALL IXIDUMENTS PREPARED BY PENNONASWCIATES
PRE INSTRUMENR. OF SEW OE IN RESPECT OF THE
PROJECT. THEYARE NOTINTENDE)OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT, ANY REUSE W THOUTWRITTEN VERIFICATION
ORADAPTATION BY PENNONI ASEOUATES FOR THE
EXPOSURE TO PENNON ASSOCIATES; AND OWNER
SHKLtDEMNIFYANOHO DHkRMLESSPENNOrII
ASSOCIATES FROM ALL CUIM3, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
PROJECT
BNKC1701
DATE
2017-12-22
DRAWING SCALE
AS SHOWN
DRAWN BY
KLM
APPROVED BY
DLF
CS6003
SHEET 12 OF 12