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CENERAL NOTES
UD0T CENERAL NOTES
LEGEND
VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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.
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 C&G
EXISTING CURB AND GUTTER
SCALE: 1 2000'
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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
(VDOTVDOT to determine if and where guard rail and of awed ditches will be needed. The developer will be
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
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Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
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 Manual. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
signal poles, unction boxes, controllers, etc., owned b VDOT or private public utilitycompanies. It is the
sole reponsibility of the developer to locate and identify utility facilities r 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 field revision
shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible, for ac uirin all necessary VDOT land use
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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
PROPOSED CURB AND GUTTER PROP C&G
TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EXISTING STORM SEALER EX. 15" RCP
PROP. 15 RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
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SHEET INDEX
companies and VDOT prior to initiation of work.
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1. COVER SHEET
2. SITE PLAN
3. DETAILS
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.
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 GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE -►- - -� - -s - -�
FENCELINE
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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.
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.
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.
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 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 clear) identified and labeled as belonging to a project
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EXISTING WATERLINE W/ TEE --®-9�
T,
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
PROPOSED REDUCER
STOP SIGN
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2
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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.
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
and procedures.
HANDICAP PARKING
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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
project. The relocation should be done prior to construction.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within
plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
specified otherwise.
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING ENTRANCE
PROPOSED STREET NAME SIGN �
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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PROJECT INFORMATION
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at 540 662-4185 immediate) of an discrepancies between actual field conditions and the approved plan.
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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.
Note: An lace within these plans stating Greenway Engineering, shall represent GreenwayEngineering, Inc.
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 signage and/or pavement markings shall be
installed by the developer oar, at VDOT's discretion, by VDOT on an account receivable basis following the
Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
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V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger
shall be explored below the bottom of the excavation to determine the type and condition of the foundation.
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding,
or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. 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.
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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.
PROPOSED SANITARY LATERAL CLEANOUT �
SANITARY MANHOLE IDENTIIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER 6
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION y 735.4
PROPOSED SPOT ELEVATION X35
EXISTING TREE LINE �,�.n ��, _,, , ,�,�
U MARK D, SMITH
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SITE LOCATION Delco Plaza - LOS TELTECOS RESTURANT
EX STREET ADDRESS 1046 Millwood Pike
PARCEL IDENTIFICATION NO. 64-((A))-4A
LOT AREA 16.94 Acres
DISTURBED AREA 950 S.F.
CURRENT ZONING B2
CURRENT USE COMMERICAL
PROPOSED USE PATIO ADDITION TO EX. RESTAURANT
BUILDING HEIGHT: MAXIMUM ALLOWED = 35'
SIGNS: NO SIGNS PROPOSED
OUTDOOR LIGHTING: NONE PROPOSED
,
BUILDING SETBACKS: REQUIRED: FRONT: 50 PROPOSED: FRONT: 24.96'
SIDE: 37.96 SIDE: 0'
REAR: 0' REAR: na
LANDSCAPED AREA CALCULATIONS
NO INCREASE TO IMPERVIOUS AREA
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PARKING CALCULATIONS EHINT D6ri
NO ADDTIONAL PARKING REQUIRED
JUN 2 4 2008
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„ ENGINEERING
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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SUR UFY AND TOPOCRAPHIC INFORMATION
1. Boundary survey was performed b
y y p y' Dated:
2• Aerial, horizontal and vertical control surveys were
performed by:
(Year)
3. Aerial topographic. mapping performed by:
Dated:
FCSA
CONSTRUCTION NOTES
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 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 coordinated 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.
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.
APPROVAL
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FREDERICk COUNTY ZONING ADMINISTRATOR DAT
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
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 GENERATION DATA
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.
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Project Name:
L
EAZA
771OLTECOS
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Project Number:
0109K
CLASS
USE
DWELLING UNITS
*TRIP RATE
TRIP RATE USE
VPD
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
Magisterial District:
Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals.
NO INCREASE
PROPOSED
TO TRIP GENERATION
WITH THIS P
SHAWNEE+' MAGISTERIAL DISTRICT
JUNE 24, ZOOS
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 24, 2008
Owner:
Address, Including Zip Code & Telephone No.
170 DELCO PLAZA
UTILITY CONTACTS
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 planfor 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.
DELCO DEVELOPMENT
WINCHESTER, VIRGINIA 22602
540-662-6778
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
Developer:
KERN CONTRACTING
Address, Including Zip Code & Telephone No.
3811 CORONA LANE
WOODBRIDGE, VIRGINIA 22193s)
703-819-1525
DESIGNED BY: JNT
FILE NO. 0109K
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 PARI�INC NOTE
SHEET 1 OF 3
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
108-37
E ROS I ON $ SEDIMENT CONTROL N,4RR,4T IyE '
SILT FENCE 5 TO 5E INSTALLED ALONG THE
DOWN SIDE OF THE LIMITS OF D ISTUR5,4NCE. INLET i=ROTECTION IF' SHALL.
ALSO BE INSTALLED FOR THE EXSITNG INLET AS SHOWN, EROSION AND
SEDMENT ME,45Uf;RES SHALL REMAIN THROUGH OUT THE DURATIONS OF
CONSTRUC I TON
RE RMANENT ETAS I L I ZAT I ON:
ONCE CONSTRUCTION 15 COMf=LETE, ALL DI5TUFR5ED AREAS NOT f=AVED �
SHALL 5E FERMANENTL"' SEEDED IN ACCORDANCE LUITH THE VESCH
MANUAL.,
STORM LU4TER MANAGEMENT NARRATIVE
RUNOFF FROM THIS 5 I TE 15 MANAGED THROUGH AN E X 15 INC; OFFSITE STORM
WATER MANAGEMENT BOND LOCATED ON THE ADJACENT PARCEL.
REFER TO POLUELLS FLU5MING i=HASE 11 STORMLUATER MANAGEMENT 0
REPORT DATED AUr-;;U5T M, 2001 �
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PROVIDE 1)UMPSTER
ENCLOSURE FOR EXISITNG PAp
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WINCHESTER MILLWOOD AVE, LLC
INSTRUMENT If050029247
ZONE: B2
TM. 64—A-4A
DEL CO DE E-L OPMEN T COMPANY
DB 39J PG 371
ZONE: B2
RETAINING WALL
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LANDSCAPE TA5ULATION5
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BOTANIC NAME
COMMON NAME
QUANTITY'
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Cornus Florida
Dogwood Flowering
2 (parking)
2" cal. 1545
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Ilex Connuta
Holly
9 (parking screen)
3'-HT B45
INV=ilO,3
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INV IN=710.79
INV OUT=71035
12.7'-1�"RCP
INV=109.84
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DATE: JUNE 24, 2008
SCALE: 1" = 10'
DESIGNED BY: JNT
FILE NO. 0109K
SHEET 2 OF 3
08-3"7
HANDRAIL
(DE51GN BY OTHERS)
RETAINING WALL
(DESIGN BY OTHERS)
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COMPACTED SUBGRADE
r-2 x BALL DIA, MIN—►{
l� REFER TO 51TE PLAN
FOR TOP OF WALL ELEVATION5
RETAINING WALL DETAIL
NT5
I"X4"X4'-6" SLATS, 2-FINISH NAIL AT
TOP AND 50TTOM
2"X4"X4' BEAMS. TOE NAIL TO f
4"X4"X8' POSTS
125" 4'-0" I.
NOTES:��[M A
1. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG. _
2. FINISHED SIDE OF FENCE SHALL FACE I m
ADJOINING PROPERTY, IF APPLICABLE.
COMPACTED GRAVEL
1.000D FENCE 4 GATE DETAIL
FOR BOTH DUMESTER ENCLOSURE AND PERIMETER FENCINrx
NOT TO SCALE
CORNER OF ROOT SYSTEM TO BE AT LINE OF
ORIGINAL GRADE.
FIRMLY GOMPAGTED 5AUGER (USE TOP501 L)
GENTLY GOMPACTED TOPSOIL MIXTURE.
SCARIFY PIT BOTTOM (MIN. 6"9.
SCARIFY PIT SIDES
NOTES:
I. MIN. ROOT SPREAD TO BE IN AGGORDANCE WITH
"AMERICAN STANDARDS FOR NURSERY STOCK."
2. PRUNE ALL DAMAGED, DISEASED, OR WEAK LIMB5 ROOTS.
3. GLEARLY PRUNE ALL DAMAGED ROOT ENDS.
4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROGES5.
5. SOAK ROOTS IN WATER OVERNIGHT BEFORE PLANTING.
T'"PIGAL PLANTING DETAIL - SHRUB
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'MA)
/ems r
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
B �L
TREE CHAIN OR TIE
RUBBER HOSE
OPTIONAL WITH TIE
UPRIGHT STAKES
EXTENDED TO FIRM
I���IIIIIIII IIIII IIIII Ililllll.11ll BEARING SOIL
=.LI1=1L L1 ;
1IIZ=�1 I 1LI=J I_i-�`?r LI
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-� — UIS
PRIGHT STAKES
-I III I=III—III—I�I I1 — — EXTENDED TO FIRM
BEARING SOIL
IIIII IIIII--I I I I I�I I I- I I' TLACE STAKES PARALLEL
O WALKS AND BUILDINGS
I DIG HOLE 2X-3X ROOT BALL WIDTH
TREE PLANTING — VERTICAL STAKES
TREES <4" CAL SCALE: NOT TO SCALE
INSERTABLE SHEET A59
CO-12
#5 DOWELS, 8" LONG At PERMISSIBLE
AT 12" C-C-\ CONSTRUCTION
5' MIN.
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121 MAX
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BACK OF CURB 48 1 M�
20 :1 48 : 1 Mom_
SECTION A -A
PERMISSIBLE
CONSTRUCTION
JOINT
•SECTION B-B
NOTE: FOR GENERAL NOTES ON THE (DETECTABLE WARNING SURFACE,
SEE SHEET 1OF 4.
II II
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
�� TYPE B
�111- PARALLEL APPLICATION
SHEET FLOW INSTALLATION ROADWAY GRADE MINIMUM INRAMP FEET
n t21 Mpr 5, MIN
(PERSPECTIVE VIEW) IN PERCENT N
4" CURB b" CURB �
0 4 6
1 5 7 - A 4' SQUARE LANDING AREA
OUTSIDE OF TRAVELWAY
2 5 8 SHALL BE PROVIDED FOR
3 6 9 CROSSWALK PERPENDICULAR CROSSWALK
8 12 WITHIN THE. MARKED
4 CROSSWALK AREA.
5 a 15
6 1 14 1 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 DSWC PLATE. 3.05-2
Sherwood and Agant
RUNOFF WATER
WITH SEDIMENT
GRA VEL AND WIRE MESH
DROP INLET SEDIMENT
FIL TER
18" MIN. �— GRAVEL (12"MIN. DEPTH)
■ ■wo• � , • _;Till
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE
WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED,
BUT NOT WHERE PONDING AROUND THE STRUCTURE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE
TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE
AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07-2
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
SPECIFICATION
REFERENCE CG-12 DETECTABLE WARNING SURFACE
105 TYPE B (PARALLEL) APPLICATION REV.7/05
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
03.06 26
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WHEEL STOP DETAIL
NOT TO 5CALE
TYP. WHEEL STOP
EDGE OF CONCRETE
STRIPED AREA
HANDICAPP D
SYMBOLS 8'
S' 1/AN ACCESSIBLE SPACE
5' FOR REGULAR SPACE
H,ANDICAFFED FARKING DETAIL
N.T.S.
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JUN 2 4 2008
GREENWAY
ENGINEERING_-
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MARK D, SMITH
Lic. No. 22837
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DATE: JUNE 24, 2008
SCALE: NA
DESIGNED BY: JNT
FILE NO. 0109K
SHEET 3 OF 3
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GENERAL NOTES
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
VD0T GENERAL NOTES
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 (NOSH) Rules and Regulations.
LEGEND
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
EXISTING CURB AND GUTTER EX C&G
VICINITY MAP
SCALE: 1„ = 2000'
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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
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
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 Manual. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
signal poles, unction boxes, controllers, etc., owned b VDOT or private public utility companies. It is the
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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
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this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision
shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for 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
PROPOSED CURB AND GUTTER PROP C&G
TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER EX, 15"RCP_��
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PROP. 15 RCP
PROPOSED STORM SEWER -►
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
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SHEET INDEX
companies and VDOT prior to initiation of work.
1. COVER SHEET
2. SITE PLAN
3. DETAILS.
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
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be minimum 6" diameter and conform to VDOT standard SB-1.
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
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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 GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE y- - -- - -► ••- •••�'
FENCEUNE
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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,
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.
EXISTING WATERLINE W/ TEE ' 9---i-�-
T,
PROPOSED WATERLINE W/ TEE '
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
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and connections to existing lines.
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
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.
PROPOSED WATER METER
a
standards and specifications of the Frederick County Sanitation Authority.
16. The location of existingutilities shown in these plans are taken from existingrecords. 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.
Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved
by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
present to insure the sample obtained is representative of the location. When soil samples are submitted to?�
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
and procedures.
PROPOSED REDUCER
STOP SIGN
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12
HANDICAP PARKING
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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
project. The relocation should be done prior to construction.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within
plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
specified otherwise.
VEHICLES PER DAY COUNT 100
PROPOSED BUILDING ENTRANCE -
PROPOSED STREET NAME SIGN
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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
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PROJECT INFORMA TION
20. These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected
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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
eotechnical report has been prepared, it should supersede the requirements in this note.
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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.
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 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 subgrade by means of a mechanical spreader.
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified
_ Q
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER
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EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION X 735.4
PROPOSED SPOT ELEVATION X35
EXISTING TREE LINE
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U MARK D, SMITH 9
�-d tic. No. 22837
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SITE LOCATION Delco Plaza - LOS TELTECOS RESTURANT
EX STREET ADDRESS : 1046 Millwood Pike
PARCEL IDENTIFICATION N0. 64-((A))-4A
LOT AREA 16.94 Acres
DISTURBED AREA 950 S.F.
CURRENT ZONING B2
CURRENT USE COMMERICAL
PROPOSED USE PATIO ADDITION TO EX. RESTAURANT
BUILDING HEIGHT: MAXIMUM ALLOWED = 35'
SIGNS: NO SIGNS PROPOSED
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SURVEY AND TOPOCRAPIIIC INFORMA TION
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: An lace within these Tans stating Greenway Engineering, shall represent Greenwa 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
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
b VDOT.
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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.
OUTDOOR LIGHTING: NONE PROPOSED
,
BUILDING SETBACKS: REQUIRED: FRONT: 50 PROPOSED: FRONT: 24.96'
SIDE: 0' SIDE: 37.96'
REAR: 0' REAR: na
LANDSCAPED AREA CALCULATIONS
NO INCREASE TO IMPERVIOUS AREA
PARKING CALCULATIONS _ F
NO ADDTIONAL PARKING REQUIRED, -w
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JUN 2 4 2008
GREEN���
ENGINEERING
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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 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. Boundary survey was performed by:
Dated:
2• Aerial, horizontal and vertical control surveys were
performed by:
(Year)
3. Aerial topographic. mapping performed by:
Dated:
FCSA CONSTRUCTION NOTES
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 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 coordinated 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.
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.
APPROVAL
C - -ems-�
FREDERICK 'COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
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FIRE MARSHAL NOTL'i
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 GENERATION DATA
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.
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.
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Project Name:
�� PLAZALOS G%L TE C O S
Project Number:
0109Kb)
CLASS
USE
DWELLING UNITS
*TRIP RATE
TRIP RATE USE
VPD
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
Magisterial District:
Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals.
NO INCREASE
PROPOSED
TO TRIP GENERATION
WITH THIS P
SHAWNEE MAGISTERIAL DISTRICT
JUNE 24, 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.
170 DELCO PLAZA
DATE: JUNE 24, 2008
UTILITY CONTACTS
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
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
DELL® DEVELOPMENT
WINCHESTER, VIRGINIA 22602
1 540-662-6778
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 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:
KERN CONTRACTING
Address, Including Zip Code & Telephone No.
3811 CORONA LANE
WOODBRIDGE, VIRGINIA 22193
703-819-1525
DESIGNED BY: JNT
1
FILE NO. 0109K
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
HANDICAPPED PARING NOTE
SHEET 1 OF 3
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
08 - 3'7
ERO61ON I$ SEDIMENT CONTROL NARRATIVE
SILT FENCE SF TO 5E INSTALLED ALONG THE
DOWN 511DE OF THE LIMITS OF D ISTUR5ANCE. INLET PROTECTION f i=' SHALL
AL50 5E INSTALLED FOR THE EX51TNG INLET 45 SHOWN, ERO51ON AND
SEDMENT MEASURER 5HALL REMAIN THROUGH OUT THE DURATIONS OF
CON5TRUC I TON
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PERMANENT STABILIZATION: Imo,
ONCE CON5TRUCTION 15 COMPLETE, ALL DISTUR5ED AREA5 NOT PAVED
SHALL 5F= f=ERMANENTL*' SEEDED IN ACCORDANCE WITH THE VE5CH
MANUAL,
5TORM WATER MANAGEMENT NARRATIVE �
RUNOFF FROM THIS 51TE 15 MANAGED THROUGH AN EXISINCH OFF51TE STORM
WATER MANAGEMENT POND LOCATED ON THE ADJACENT PARCEL.
REFER TO POWELLS FLU5MING PHASE 11 5TORMWATER MANAGEMENT �
1;'EP0RT DATED AUGU5T 17, 2001 (10
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T. M. 64-A-103
WINCHESTER MILLWOOD AVE, LLC
INSTRUMENT 11050029247
ZONE. B2
TM. 64 —A — 4A
DELCO DEVELOPMENT COMPANY
DB J93 PG J71
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LANDSCAPE TABULATIONS
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BOTANIC NAME
COMMON NAME
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Cornus Florida
Dogwood Flowering
2 (parking)
2" cal. 545
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Holly
9 (parking screen)
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MARK D, SMITH
Lic. No. 22837
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DATE: JUNE 24, 2008
SCALE: 1" = 10'
DESIGNED BY: JNT
FILE NO. 0109K
SHEET 2 OF 3
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HANDRAIL
(DESIGN BY OTHERS)
RETAINING WALL
(DESIGN BY OTHERS)
}
I-•--2 x BALL DIA. MIN--►-{
COMPACTED SUBGRADE
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E —1
REFER TO 51TE PLAN
FOR TOP OF WALL ELEVATIONS
RETAINING WALL DETAIL
NT5
I"X4"X4'-8" SLATS, 2-FINISH NAIL AT
TOP AND BOTTOM
21IX41IX4' BEAMS, TOE NAIL TO I
4"X4"X8' POSTS
1T5" Ij, 4 -m k Y A
I.
NOTES:
I. PRESERVATIVE STAIN ON ALL WOOD. —"
COLOR TO MATCH THAT OF BLDG. I� = 0
2. FIN15HED SIDE OF FENCE SHALL FACE I ,
ADJOINING PROPERTY, IF APPLICABLE.
ze
COMPACTED GRAVEL -
- 11=1 I I-
WOOD FENCE 4 GATE DETAIL_
FOR BOTH DUl"f=5TER ENC;L05URE AND PERIMETER FENCING
NOT TO SCALE
CORNER OF ROOT SYSTEM TO BE AT LINE OF
OR16INAL GRADE.
FIRMLY GOMPAGTED SAUGER (USE TOPSOIL)
GENTLY GOMPAGTED TOPSOIL MIXTURE.
SGARIFY PIT BOTTOM (MIN. 6").
SCARIFY PIT SIDES
NOTES:
I. MIN. ROOT SPREAD TO BE IN AGGORDANGE WITH
"AMERIGAN STANDARDS FOR NURSERY STOCK."
2. PRUNE ALL DAMA6ED, DISEASED, OR WEAK LIMBS 4 ROOTS.
3. GLEARLY PRUNE ALL DAMAGED ROOT ENDS.
4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROCESS.
5. SOAK ROOTS IN WATER OVERNIGHT BEFORE PLANTIN6.
TY I GAL PLANT I NCB DETAIL - SHRUB
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'MA}
r
FLOW r ��
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
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. DSIC PLATE. 3.05-2
Sherwood and Wyant
RUNOFF WATER
WITH SEDIMENT
GRAVEL AND WIRE MESH
DROP INLET SEDIMENT
FILTER
18" MIN. GRAVEL* (1 2"MIN. DEPTH)
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE
WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED,
BUT NOT WHERE PONDING AROUND THE STRUCTURE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE
TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE
AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07-2
B�
L
k5 DOWELS, B" LONG A PERMISSIBLE
AT 12" C-C—\"or, CONSTRUCTION
-
b' MIN.
r - .,.,....
_
12=1 MAX
x
a� 12z1 MAX
E
2
RAMP
�J
TRUNCATE
s
SEE TABLE) D DOMES
A SEE SHEET 1 OF 4 FOR DETAILS
DIG HOLE 2X-3X ROOT BALL WIDTH
TREE PLANTING — VERTICAL STAKES
TREES <4' CAL SCALE: NOT TO SCALE
5MIN
SHAPE 70 MATCH FACE
TO
OF ROADWAY CURB
BACK OF CURB
48 :1 MA
20 1
48 :I M '
�2'MIN.-
SECTION A -A
PERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1OF 4.
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
4
6
1
5
7
2
5
8
3
6
9
4
8
12
5
10
15
6
14
15
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
\IN OR TIE
HOSE
WITH TIE
STAKES
TO FIRM
SOIL
STAKES
) TO FIRM
SOIL
TAKES PARALLEL
S AND BUILDINGS
INSERTABLE SHEET A59
II Il
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
TAX�5MIN
A 4' SQUARE LANDING AREA
OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FOR
PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
Cr-12
SPECIRCATION
REFERENCE CG-12 DETECTABLE WARNING SURFACE
105 TYPE B (PARALLEL) APPLICATION REV.7/05
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
7.03.06
A
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16" A 416"
'4 M.
53" 2-24" % REBARS
• 11..: FOR WHEEL STOP
9"
U
SECTION A -A
WHEEL STOP DETAIL
NOT TO SCALE
/TYf=. WHEEL STOP
EDGE OF CONCRETE
HANDICAPP
SYMBOLS
D
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STRIPED AREA
LL
S'
11110.
t-8' VAN ACCESSIBLE SPACE
5' FOR REGULAR SPACE
H4ANDIGAFFED fi ,4fR<lNG DETAIL
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MARK D. SMITH
Lic. Nor.�228�3j7
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DATE: JUNE 24, 2008
SCALE: NA
DESIGNED BY: JNT
FILE NO. 0109K
SHEET 3 OF 3
08-3'7
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