HomeMy WebLinkAbout27-08 Greenway Engineering - Parking Lot Addition - Shawnee - Backfile (2)a�
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GENERAL NOTES
VDOT GENERAL NOTES
LECEND
VICINITY MAP
1. Methods and materials used in the construction of the improvements heirein 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 serviing as silt basins during
construction, must be provided prior to issuance of the site development permmit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained irn the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right -of -sway.
4. Approval of this plan does not guarantee issuance of an entrance ermitt b VDOT when such permit is
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required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this jooint inspection. Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available att the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineerirng and approved by the owner.
10. All roadside ditches at grades of more than 15% shall be paved with cemlent 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 manhoiles or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
Vl. 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 or temporary, shall be in
accordance with the current edition of VDOT's Work Area Protection fvtanual. 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. It is the
sole responsibility onsibilit of the develo developer to locate and identif utilit facilities or items that ma 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 c ntrol or safety of traffic may be subject
to change as deemed necessary by VDOT. Any additional expense inctrred 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 far acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
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 Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction. The Developer shall have, within the limits of the
EXISTING INTERMEDIATE CONTOUR -330
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT EX E/P
PROPOSED EDGE OF PAVEMENT PROP E/P
EX CRAG
EXISTING CURB AND GUTTER -
PROP C&G
PROPOSED CURB AND GUTTER
TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R
EXISTING TELEPHONE LINE -
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER EX. 15" RCP
-�.
PROP. 15 RCP
PROPOSED STORM SEWER -'
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE --
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE - -- - -►- -
FENCELINE
SCALE: 1" = 2000'
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1. COVER SHEET
2. SITE PLAN
3. LANDSCAPE PLAN
4. DETAILS
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
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 and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
-
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
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. jEXISTING
V12. Any unusual subsurface conditions (e.g., unsuitable soils, spring „sinkholes, voids, caves, etc.) encountered
during the course of construction shall be immediately brought to ehe attention of the engineer and VDOT.
Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved
EXISTING WATERLINE W/ TEE-----6'-
PROPOSED WATERLINE W/ TEE Ti
EXISTING FIRE HYDRANT
WATER VALVE
PROPOSED WATER METER
PROPOSED REDUCER
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16. The location of existing utilities shown in these plans are taken from exiisting records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location mf all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflit.cts arising from his existing
utility verification and the proposed construction.
by VDOT.-
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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 req*ed, a VDOT representative shall be
present to insure the sample obtained is representative of the location. When soil samples are submitted to
private laboratories for testing, the samples shall be clearly identifigd and labeled as belonging to a project
STOP SIGN
PARIUNG INDICATOR
INDICATES THE NUMBER OF TYPICAL PARIQNG SPACES 12
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-od-way.
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
and procedures. 11
HANDICAP PAREING
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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
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
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING ENTRANCE
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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
H OF
PROJECT INFORMA TION
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites sholwn on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Greenway Engineering, shall re reent Greenway Engineering, Inc.
Note: Any lace within these plans statings
specified otherwise.
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 any streets, all required street sign age and/or pavement markings shall 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 subgra'de 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.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT - /0
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER O8
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION X 735.4
PROPOSED SPOT ELEVATION X35�
EXISTING TREE LINE
MARK D, SMITH 9
�t Lic. No. 22837
BOA 77 U
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IONAL
SITE LOCATION LOT 4, WINDY HILL LANE
EX STREET ADDRESS 151 WINDY HILL LANE
PARCEL IDENTIFICATION NO. 64-((A))-4I
LOT AREA 2.38 AC.
DISTURBED AREA 8177.00 S.F.
CURRENT ZONING B2
CURRENT USE COMMERICAL
PROPOSED USE PARKING ADDITION
BUILDING HEIGHT: MAXIMUM ALLOWED = 35'
SIGNS: NO SIGNS PROPOSED
OUTDOOR LIGHTING: NONE PROPOSED
,
BUILDING SETBACKS: REQUIRED: FRONT: �35
0'
SIDE: 0'
REAR: 0'
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SUR VEY AND TOPOGRAPHIC INFORMA TION
1. Boundary survey was performed by:
Dated:
FCSA CONSTRUCTION NOTES
12
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. Approval of these plans shall expire three (3) years from the date of the approval letter.®/
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
by VDOT.
V24. 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.
2• Aerial, horizontal and vertical control surveys were
performed by:
(Year)
3. Aerial topographic mapping performed by:
Dated:
LANDSCAPED AREA CALCULATIONS
64-((A 4I= 2.38 AC
LANDSCAPED AREA REQUIRED 15% = 0.35 AC OR 15,550 S.F.
LANDSCAPED AREA PROVIDED 24.21% = 0.57 AC OR .25,100 S.F.
F
INTERIOR PARKING LOT LANDSCAPING 165-27 E (11 b): 1 TREE PER 10 SPACES
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18 SPACES PROPOSED/ 10= 2 TREES REQUIRED
PERIMETER LANDSCAPING (165-27-(E)(11)(a): 8888 S.F. 1aPERVIOUS AREA JU 2 D 2 103
I
1 TREE ® 200OSF FOR 1ST 100,000 SF of WERVIOUS AREA / 2000 = 5 TREES REQUIRED �GRE d ,�
TOTAL 8 TREES PROVIDED G??rI NG
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NOTE:
*ALL PLANTS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT
SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT.
ADA NOTE:
ADA PARKING SPACES AND UI4LOADING SHALL NOT SLOPE GREATER THAN 2% ACROSS AREA. ADA
PARKING SPACES SHALL HAVE A MINIMUM VAN ACCESIBLE AREA STRIPED 8' WIDE.
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1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Auuthority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The contractor must:
1. make application and pay deposit
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordiinated with the Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.,t'
b) The frame and cover shall be set to final grade.
c The distance between the to of the cover and the co ersetter shall. to be between 18 and 21 inches.
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d) All components of the meter box assembly shall be in proper working; order.
For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Auth(ority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
APPRO VAL
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REDERICK COUNTY ZONING ADMINISTRATOR TE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
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FIRE MARSHAL'S NOTE
Fire lane markings and signage
Any "No Parking" signs and yellow painted curb locations will be installed
b field inspection at the direction of the Fire Marshal's Office.
3' P
TRIP GENERA TION DATA
Project Name:
I
GREEN WA Y PARKING LOT ADDITION
Project Number:
0151 G
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 talp and bring the piping to the
property line. The contractor shall furnish and install the meter vault assemlbly. The Authority will install the
Magisterial District:
Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals.
NO INCREASE
PROPOSED
TO TRIP GENERA
WITH THIS P
ION
SHAWNEE MAGISTERIAL DISTRICT
June 2008
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
* TA
EN FROM ITE TRIP GENERATION.7TH
EDITION
DATE: June 25, 2008
Owner:
Address, Including Zip Code & Telephone No.
WINDY HILL LANE
0151
rp
UTILITY CONTAC-10
SCALE: NA
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the baLckflow 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.
MARK D. 8c ARLENE D. SMITH
WINCHESTER, VIRGINIA 22602
540-662-4185
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer:Box P.O. Box 17398
VA. 22604 MD 21297
Winchester, 877 Baltimore,
(540) A. Ball) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
Developer:
SAME AS ABOVE
Address, Including Zip Code & Telephone No.
SAME AS ABOVE
DESIGNED BY: JNT
FILE N0. 0151G
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
HANDICAPPED PARKING NOTE
SHEET 1 OF 4
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
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SILT FENCE S TO 5E INSTALLED ALONG THE
DOWN 51DE OF THE LIMITS OF CLEARING AND GRADING AS SHOWN
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,AND SHALL REMAIN THROUGH OUT THE DURATIONS OF CONSTRUC I TON
� � `� TM- No.: 64-(A)-4F
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PERM,4NENT ST�4P IL_IzATION:
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ONCE CONSTRUCTION 15 COMPLETE, ALL D ISTUR5ED AREAS NOT PAVED
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USE: OFFICEAVAREHOUSE
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DATE: June 25,
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DESIGNED BY:
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FILE NO. 0151G
SHEET 2 OF 4
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,455
BOTANIC NAME
COMMON NAME
QUANTITY
51ZE
AB
Acer 5acchanum
SUGAR MAPLE
(o (parking)
211 cal 54B
Ev
Emomumus Fortune! Vegetus
Winter Creeper
32 (lanscape)
3 gal cont.
Ic
Ilex Connuta
Holly
21 (parking screen)
3'-HT 545
Nd
Nandfna Domestica
Nardfna
4 (screen)
3'-HT E345
Cf
Cornus Florida
Dogwood Flowering
(o
211 cal. 545
Cm
Lagerstroemia indica
Crap Myrtle
-(parking)
2" cal. 546
PI
Fyracantha coccinea LaUn-c-Ft
Firethorm
9 (par<ne)
2" cal. 545
PI
x cupressocyparfs leylandi
LEYLANC)
5 (screen)
(o' Ht. B45.,
WINEC)Y 11-41,11-1- LA�41=_,
��01 RIC-gU�- OF WAY
I %1�1'1`)'1`P/-0'E_ F4Z0U1'E 1-30,10
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vDOT NOTE: NO LANDSCAPING SHALL BE PLANTED WITHIN 3 FEET OF THE RIGHT OF WAY
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DATE: June 25, 2008
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SCALE: 1" 10'
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DESIGNED BY: JNT
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FILE NO. 0151G
10 0 10 20
SHEET 3 OF 4
SGALE-. 1" 10' 07-90
TABLE 3,31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Planting Dates Species
Rate
(lbs,/acre)
Sept, 1 - Feb, 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cereale)
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Loliium multi-florum)
May 1 - Aug, 31 German Millet 50
(Setaria italica)
Seeding
Seed shalt be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4' soft cover,
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TABLE 3,32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/M❑UNTAIN AREA
Totat Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 tbs,
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass
0-10%
- Kentucky Bluegrass
0-107
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in
Virginia. 125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 Lbs,
- Seasonal Nurse Cropww
20 lbs,
150 tbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop*)K
20 tbs,
- Crownvetch xw*
20 lbs,
150 Lbs
1K Perennial Ryegrass will germinate faster and
at lower soil
temperatures than fescue, thereby providing cover
and erosion
resistance for seedbed.
�( Use seasonal nurse crop In accordance with
seeding dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th
Foxtail Millet
August 16th through Sept.,Oct,
Annual Rye
November through February
Winter Rye
**w If Flatpea is used, Increase to 30 lbs✓acre.
ALL legume seed
must be properly inoculated, Weeping Lovegrass may also be
Included In any slope or low-maintance mixtures
during warmer
seeding periods; add 10-20 Lbs/acre in mixes,
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
WIDEN AND SCORE —
HOLE WALLSI-
��
if
REMOVE CONTAINER AND I —III �II I�IIIIIIIIIIIIIII— —I
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
TYP. P WHEEL 5T0'
EDGE OF CONCRETE
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
=L UNAMENDED BACKFILL SOIL
u7:tL�1:�C��Y��1��3�I111
AREA FOR WATER DRAINAGE
HAND ICAPP
SYMBOLS
D
STRIPED AREA
8'
�_V VAN ACCE5515LE SPACE
S' FOR REGULAR 5PACE
HANDICAFF-'ED FASKING DETA L
N.T.5.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
Jill
FLOW
4"
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
FLOW
( DIG HOLE 2X-3X ROOT BALL WIDTH
TREE PLANTING - VERTICAL STAKES
TREES <4- CAL.
,,, 2" R
D
6„
SCALE NOT TO SCALE
JN OR TIE
LOSE
NTH TIE
STAKES
TO FIRM
SOIL
STAKES
) TO FIRM
SOIL
FAKES PARALLEL
S AND BUILDINGS
A17G
CG-6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3• COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4-FOR USE WITH STABILIZED OPEN -GRADED
ORAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
OF THE VOOT ROAD DESIGN MANUAL.
P P r T'.1' D D
1'-1" D P P � D D D D D D•
7„
P P D D P
• D U D D D
P D D
6" 2'-0"
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
SPECIFICATION
REFERENCE COMBINATION 61' CURB & GUTTER
105
502 REV.9/05
YIRGINIA DEPARTMENT OF TRANSPORTATION 201.03
INSERTABLE SHEET A59
CG-12
• 5 DOWELS, 8" LONG -t PERMISSIBLE
AT 12" C-C CONSTRUCTION
5• MIN. JOINT
12:1 MAX ro
1 z
s 12-1 MAX
13�
RAMP J
(SEE in8LE1 .� TRUNCATED DOMES
A SEE SHEET 1 OF 4 FOR DETAILS
5MIN
TO
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 + 1
20 1 48 i M
SECTION A -A
PERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET IOF 4.
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
TYPE B
eiwl-
PARALLEL APPLICATION
SHEET FLOW INSTALLATION ROADWAY GRADE MINIMUM RAMP LENGTH AO - 1X 5' MIN
(PERSPECTIVE VIEW) IN PERCENT IN FEET V) �[
4" CURB 6" CURB £ R
6 6 x A 4' SQUARE LANDING AREA
_ OUTSIDE OF TRAVELWAY
2 5 8 SHALL BE PROVIDED FOR
3 6 9 CROSSNALK PERPENDICULAR CROSSWALK
8 9 WITHIN THE MARKED
4 CROSSWALK AREA.
5 8 15
6 14 15
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DNC PLATE. 3.05-2
Sherwood and Nyant
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
SPEC6ICALON
REFERENCE CG-12 DETECTABLE WARNING SURFACE
105
TYPE B (PARALLEL) APPLICATION RCV.7/05
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
203.06
4" REINFORCED CONCRETE
3000 PSI
4" 5U5545E (21-A STONE)
WIDTH VARIE5
SEE 51TE PLAN
1/4" = I'
CW.
9
IZZ
COMPACTED 5U5GRADE
(90% DENSITY)
CONC�E�E 5(DE�UALfK DE�,�f �
(NOT TO SCALE)
ONS I TE T`T'F' f CAL FAVEI TENT SECTION
NOT TO SCALE
LIGHT PAVEMENT SECTION
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DE51GN VALUE OF 10. 501L TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CON5TRUCTION.
PVMTSECT - -
A
53
d
16" L A
16"
2-24" '6 REBAR5
FOR WHEEL STOP
:d
1I
SECTION A -A
WHEEL STOP DETAi1.
NOT TO 51--ALE
1TYPE I - 215
wide
TRICKLE DITCH 4 CONCRETE FLUME
NOT TO SCALE
WE
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NOT TO 5CALE
JUN2520p
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Lic. No. 22837
ONAL
14
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DATE: June 25, 2008
SCALE: NA
DESIGNED BY: JNT
FILE NO. 0151G
SHEET 4 OF 4
0"7-90
GENERAL NOTES
VDOT GENERAL NOTES
LECEND
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'
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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.
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT EX E/P
PROPOSED EDGE OF PAVEMENT PROP E/P
EX C&G
EXISTING CURB AND GUTTER
■�■
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be
(VDOT) g / p P
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 lens and all applicable permits must be available at the construction site. Also, a
pp p pp p
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT's Work Area Protection kanual. 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, unction boxes, controllers, etc., owned b VDOT or public utility companies. It is the
g P j Y private-/ P Y P
sole responsibility of the develo developer to locate and identif utilit facilities or items that may be in conflict
P Y P Y Y Y
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 c ntrol or safety of traffic may be subject
to change as deemed necessary b VDOT. An additional expense inc rred as a result of an field revision
g Y Y Y p i Y
shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible fir acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
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 Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction. The Developer shall have, within the limits of the
PROP C&G
PROPOSED CURB AND GUTTER
CG-6 CG-6R
TRANSITION FROM CG-6 TO CG-6RLO
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EXISTING STORM SEINER EX. 15 RCP
PROP. 15 RCP
PROPOSED STORM SEWER -'
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE M
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE -� - -� - - -.-
FENCELINE
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SHEET INDEX
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1. COVER SHEET
2. SITE PLAN
3. LANDSCAPE PLAN
4. DETAILS
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
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 and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
of construction.
Vil. 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.
t
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
EXISTING WATERLINE W/ TEE ----�-FI---
Ti PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
PROPOSED REDUCERbib
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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.
by VDOT.
�s
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
present to insure the sample obtained is representative of the location. When soil samples are submitted to
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
and procedures.
STOP SIGN
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12
HANDICAP PARKING
W
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
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
VEHICLES PER DAY COUNT 100
A
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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development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
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
PROPOSED BUILDING ENTRANCE
_
PROJECT INFORMATION
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 �rotected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
24. All utilities to be located underground.
specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these lans and or as
specified by VDOT. P /
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 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 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 subgra'de 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
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT '
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER O6
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION X 735.4
PROPOSED SPOT ELEVATION X35�
EXISTING TREE LINE
p
MARK D. SMITH �
`'d LIC. No. 22837 �f4
�SS10 L �~
SITE LOCATION LOT 4, WINDY HILL LANE
EX STREET ADDRESS - 151 WINDY HILL LANE
PARCEL IDENTIFICATION N0. 64-((A))-4I
LOT AREA 2.38 AC.
DISTURBED AREA : 8177.00 S.F.
CURRENT ZONING B2
CURRENT USE COMMERICAL
PROPOSED USE PARKING ADDITION
BUILDING HEIGHT: MAXIMUM ALLOWED = 35'
SIGNS: NO SIGNS PROPOSED
Z
�•
SURVEY AND TOPOCRAPHIC INFORMATION
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: Any lace within these plans stating GreenwayEngineering, shall represent Greenway Engineering, Inc.
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.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
OUTDOOR LIGHTING: NONE PROPOSED
BUILDING SETBACKS: REQUIRED: FRONT: 50 /35Ck
SIDE: 0'
REAR: 0'
�,
1. Boundary survey was performed by:
Dated:
FCSA CON,S'TRUCTION NOTES
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(14
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. Approval of these plans shall expire three (3) years from the date! of the approval letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
b VDOT.
Y
V24. 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 to be given b VDOT after
g Y
grading is mostly complete.
2• Aerial, horizontal and vertical control surveys were
performed by:
(Year)
3. Aerial topographic mapping performed by:
Dated:
LANDSCAPED AREA CALCULATIONS
64-((A))-4I= 2.38 AC
LANDSCAPED AREA REQUIRED 15% = 0.35 AC OR 15,550 S.F.
LANDSCAPED AREA PROVIDED 24.21% = 0.57 AC OR .25,100 S.F. �; :_
INTERIOR PARKING LOT LANDSCAPING 165-27 E 11 b : 1 TREE PER 10 SPACES
18 SPACES PROPOSED/ 10= 2 TREES REQUIRED �� �
PERIMETER LANDSCAPING �165-27-(E)(il)_(a% ease S.F. O�tPERvlous AREA �
� EEENVVAY
1 TREE ® 2000SF FOR 1ST 100,000 SF OF WERVIOUS AREA / 2000 = 5 TREES REQUIRED~
LE IIt ENGINEERING
�.---- ,
TOTAL 8 TREES PROVIDED
NOTE:*ALL PLANTS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT
SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT.
ADA NOTE:
ADA PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER THAN 2% ACROSS AREA. ADA
PARKING SPACES SHALL HAVE A MINIMUM VAN ACCESIBLE AREA STRIPED 8' WIDE.
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1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existingwater 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 to location.
P
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.
Y P
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
APPROVAL
�'
FREDERICK COUNTY ONING ADMINISTRATOR D ATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
VN i1. SITE 1 !"�,y
1•"
(IVIw
`
a^� _``° '
U 9
FIRE MARSHAL S NOTE
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
TRIP CENERA TION DATA
Project Name:
�� ��� PARKING ADDITION
Project Number:
0151 G
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
Magisterial District:
Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals.
NO INCREASE
PROPOSED
TO TRIP GENERA
WITH THIS P
ION
SHAWNEE MAGISTERIAL DISTRICT
June 2008
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
* TA
EN FROM ITE TRIP GENERATION
7TH EDITION
Owner:
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
DATE: June 25, 2008
� r
UTILITY CONTA C� TS
SCALE: NA
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and
MARK D • BC ARI,�'+NE D • SMITH
WINCHESTER, VIRGINIA 22602
540-662-4185
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) ester, A. Ball) ore, M82
Developer:
SAME AS ABOVE
Address, Including Zip Code & Telephone No.
SAME AS ABOVE
DESIGNED BY: JNT
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
Power: Allegheny Power Gas: Shenandoah Gas Co.
FILE N0. 0151G
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 PARKINC NOTE
SHEET 1 OF 4
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
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AND SMALL fREMAIN THROU��4 OUT THE DUfRATIONS OF CONSTfRUCITON
�
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WINDY HILL BUSINESS PARK, LLC.
ZONING: 52
\\\ USE: COMMERCIAL
■'
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fi=Ei�MANENT 5TA51LIZATION:
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ONCE CONSTRUCTION 15 COMPLETE, ALL D 15TU�'BED RE ,45 NOT f=AVED
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fRE�OfRT DATED AUGU5T 17, 2001 � x ��
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MARK D. t ARLENE D. SMITH
DB 865, PCx 1033
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ZONING: 52
USE: OFFICENJAREHOUSE
103843 946 SQ FT.
-- -
2384 ACRES
10 0 10 20 ;
DATE: June 25,
2008
SCALE: 1" = 10'
/ J / / � t--, SGALE: 1" = 10' �
,-LOT 3 � N y /
T,W'MAP 64-A-4H
�; LLC z / 0 / '
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EX. LANDSCAPE_-,_-'�
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�- AREA \ � �' �-�"};
DESIGNED BY:
JNT
ZONING: 133 % ; / / / /
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EX. GATE/FENCE
FILE
NO. 0151G
I
SHEET 2 OF 4
07-90
LANDSCAPE TABULATIONS
,455
BOTANIC NAME
COMMON NAME
QUANTIT�'
SIZE
AB
Acer 5acchanum
SUGAR MAPLE
b (parking)
2" cal B41B
Ev
Enomumus Fortune! veeetLIS
Winter Creeper
32 (lanscape)
3 gal cont.
Ic
Ilex Connuta
Holly
21 (parking screen)
3'-HT 1345
Nd
Nandfna Domestica
Nard(na
4 (screen)
3'-HT E345
C_ f
Cornus Florida
Dogwood Flowering
& (parking)-
211 cal. 54B
Cm
Laeerstroemia inclica
Crap Myrtle
5 (parking)
2" cal. 545
PI
Pyracantha coccirea taland
Firethorm
1:� )
(parking
2" cal. 645
PI
x cupressocypari5 leylardi
LEYLANID
5 (screen)
(o' Ht. 545
TII NO, t " -, 64-(A)-4::
UNDY v14ILL 0�51NE56 PAIFZK, LI-C-
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MARK D, SMITH
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GRE-ENWAY
U)
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�F RING
DATE: June 25, 2008
x SCALE: 1" = 10'
DESIGNED BY JNT
FILE NO. 0151G
0 0 10 20
SHEET 3 OF 4
10' 07-90
TABLE 3,31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MAT T7RIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
Planting Dates Species (tbs./acre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lotium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cereale)
Feb. 16 - Apr, 30 Anual Ryegrass 60 - 100
(LoWum multi-f(orum)
May 1 - Aug. 31 German Millet 50
(Setaria italica)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cu(tipacker seeder or hydroseeder. Small grains shall be
planted no more than one Inch deep. Grasses and legumes
shall be planted with no less than 1/4' soli cover.
TABLE 3,32-C
SITE SPECIFIC PERMANENT SEE➢ING MIXTURES
FOR APPALACHIAN/M❑UNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs,
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass )K
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in
Virginia. 125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 (bs,
- Red Top Grass
2 tbs,
- Seasonal Nurse Crop)t)t
20 lbs,
150 lbs
Low -Maintenance Slope (Steeper than 311)
- Kentucky 31 Fescue
108 lbs,
- Red Tap Grass
2 lbs.
- Seasonal Nurse Crop)K)k
20 lbs,
- Crownvetch *X*
20 lbs.
150 tbs
x Perennial Ryegrass will germinate faster and
at lower soil
temperatures than fescue, thereby providing cover
and erosion
resistance for seedbed.
xx Use seasonal nurse crop in accordance with
seeding dates as
stated below:
March, April through May I5th
Annual Rye
May 16th through August 15th
Foxtail Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
wow If Flatpea is used, increase to 30 tbs./acre, All legume seed
must be properly Inoculated. Weeping Lovegrass
may also be
Included In any slope or low-malntance mixtures
during warmer
seeding periods; add 10-20 Lbs/acre in mixes,
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
WIDEN AND SCORE —
HOLE WALLS
REMOVE CONTAINER AND I —III III I'1III�IIIIIIIII�III— —1
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
/TYP. WHEEL STOP
EDGE OF CONCRETE
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
UNAMENOED BACKFILL SOIL
WATER TO SETTLE SOIL
AREA FOR WATER DRAINAGE
NANDICAPP
SYMBOLS
D
STRIPED AREA
LL
8'
tea' V,4N 4CCE55I5LE SPACE
5' FOR REGULAR SPACE
�44NDICAFFED F)AF KING DETAIL
N.T.5.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
IPI
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOTI
4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
ON OR TIE
iOSE
WITH TIE
STAKES
TO FIRM
SOIL
STAKES
) TO FIRM
SOIL
FAKES PARALLEL
S AND BUILDINGS
DIG HOLE 2X-3X ROOT BALL WIDTH
TREE PLANTING — VERTICAL STAKES
TREES <4" CAL. SCALE: NOT TO SCALE
INSERTABLE SHEET A179
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
'DOT ROAD DESIGN MANUAL.
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
1 rn� rvccH ni r11 of �v1v�r<t 1 t
AT THE OPTION OF THE CONTRACTOR
SPECIFICATION
REFERENCE COMBINATION 6'' CURB & GUTTER
105
502 REV.9/06
VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03
u5 DOWELS, 8" LONG -•A+C PERMISSIBLE
AT 12" C-C CONSTRUCTION
- 5' MIN- �- JOINT
12:1 MAX x I L
'I "M 1 12:1 MAX
RAMP �J
'(SEE TABLE) TRUNCATED DOMES
A SEE SHEET 1 OF 4 FOR DETAILS
5O" MIN
T
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 :1
20 11 II 48 : 1 M
I-2'MINSECTION A -A
PERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1OF 4.
INSERTABLE SHEET A59
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
TYPE B
III 1" PARALLEL APPLICATION
SHEET FLOW INSTALLATION MINIMUM RAMP LENGTH 12:, MAX• 5, IN
ROADWAY GRADE IN FEET p —�
(PERSPECTIVE VIEW) IN PERCENT
4" CURB 6" CURB
5 X A 4' SQUARE LANDING AREA
OUTSIDE OF TRAVELWAY
2 5 8 SHALL BE PROVIDED FOR
3 6 9 CROSSWALK PERPENDICULAR CROSSWALK
4 8 12 WITHIN THE MARKED
CROSSWALK AREA.
5 10 15
6 14 15
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. WE PLATE. 3.05-2
Sherwood and Wyant
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
T 3 OF 4 1
SPECIRCA11014
REFERENCE CG-12 DETECTABLE WARNING SURFACE
105 TYPE B (PARALLEL) APPLICATION REV.7/05
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
203.06
4" REINFORCED CONCRETE
3000 PS I
4" SU55A5E (21-A STONE)
-- WIDTH VARIES
5EE 51TE PLAN 'I
1/4" = 1'
o
_
411
4 e.
a .d
a.
a
db
4
Q a
a
a
a e
0
—� I I —III I I I� III —III III I I
COMPACTED 5UE3GRADE
(90% DENSITY)
(NOT TO 5CALE)
ON51TE TNT'F'ICAL PAVErIE 1T SECTION
NOT TO SCALE
LIC3HT PAVEMENT 5ECTION
! Il Il 1! 1
PAVEMENT DE51GN BASED ON A 61J5GRADE CBR DE61GN VALUE OF 10. SOIL TEST
OF THE 51.15GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION,
PVMTSECT
A
a
53"
:a
11
91�
SECTION A -A
WHEEL 5TOf= DETAIL
NOT TO SCALE
2'
SLOPE_ VARIES I L
m
1611
2-24" rfo RE15AR5
FOR WHEEL STOP
SLOPE VARIES
\-&" AGGREGATE BASE
I TYPE I - 215
Wide
TRICKLE DITCH 4 CONCRETE FLUME
NOT TO SCALE
a
Z
t•
W
LU
W
a
LO
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C\2
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a .bA
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W
'0
MARK D, SMITH
LiC. No. 22837
ONA\✓L
DATE: June 25, 2008
SCALE: NA
DESIGNED BY. JNT
FILE NO. 0151G
SHEET 4 OF 4
07-90