HomeMy WebLinkAbout22-19 Site PlanLEGEND
EXISTING FEATURES
EXISTING EDGE OF PAVEMENT _ EX EP _
EXISTING EDGE OF GRAVEL EX EG
EXISTING CURB AND GUTTER
MAXIMUM DAILY
USE (GALLONS)
EX CG -6
EX. INTERMEDIATE CONTOUR
PROPOSED CONTOUR
48
EXISTING INDEX CONTOUR
IN I OUT I TOTAL I ADT
50
EXISTING SPOT ELEVATION
PROPOSED SANITARY SEWER
X 50.0'
EXISTING TELEPHONE LINE
- - T
---- -- T T ---
EXISTING SANITARY SEWER
S
5 S --
EXISTING ELECTRIC SERVICE
--- E
--- E E ---
EXISTING GAS LINE
GAS
GAS GAS-
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
EX.
EX. 75" RCP
EXISTING STORM SEWER
EASEMENT LINE
EXISTING FENCE LINE
X
X -- - X
EXISTING DITCH LINE
112,ro0
ADA HANDICAP PARKING STALL
EXISTING WATERLINE W/ TEE
- W
W - i -
EXISTING FIRE HYDRANT
-
go EX. FH
EXISTING WATER VALVE
W
---a-- W --
EXISTING REDUCER W
EXISTING TREE DRIP LINE
PROPOSED FEATURES
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF GRAVEL
PROP. CURB & GUTTER
MAXIMUM DAILY
USE (GALLONS)
PROP. REVERSE CURB & GUTTER
100
PROPOSED CONTOUR
10
PROPOSED SPOT ELEVATION
IN I OUT I TOTAL I ADT
PROPOSED STORM SEWER PROP.
24" ADS
PROPOSED SANITARY SEWER
S S S
PROPOSED TELEPHONE
T T T
PROPOSED ELECTRIC
Disturbed Area
PROPOSED GAS LINE
26.5'
PROPOSED WATER LINE
G1
O�
PROPOSED WATER METER
�j1"WM
PROPOSED FIRE HYDRANT
F PROP. FH
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
Per Code
NEIGHBORING PROPERTY LINES
EASEMENT LINE
Front (Tyson):
PROPERTY CORNER FOUND
Q
PARKING SPACE TOTALS
112,ro0
ADA HANDICAP PARKING STALL
C
SIGNS
Lakes &Ponds
SANITARY MANHOLE IDENTIFIER
-
STORM DRAIN STRUCTURE IDENTIFIER
30.9'
LIGHT POLES
O
LOCATION OF TEST PITS
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING
INLET PROTECTION
OUTLET PROTECTION
CHECKDAM
DIVERSION DIKE
SILT FENCE W/ WIRE SUPPORT
RIP RAP
SEDIMENT TRAP
FREDERICK WATER CONSTRUCTION NOTES Rev. Jan. 2019
1. Frederick Water's Water and Sewer Standards and Specifications are available at www. frederickwater. com
2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.
3. The contractor shall coordinate with and arrange for inspection by Frederick Water.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
Frederick Water shall furnish all needed material and make the tap.
a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector.
7. Frederick Water's maintenance division shall furnish and install all water meters through 2 inch 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 yoke bar shall be between 20 and 23 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. Frederick Water shall furnish and install.,
I. all %'9r -Y4 ", - ", 1 ; 1 yz" and 2" water services
Jr. all sewer services.
b. The owner/developershall:
I. coordinate (or have the contractor coordinate) the location of the service lateral with
Frederick Water's engineering assistant
ii. submit an Application for Service and pay the required fees.
9. All water service lines must ha ve a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet
ASSE standard number 1015 or 1013.
10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE
standard number 1048 or 1047. Any exterior, privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III
meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.
11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's:
a. domestic water meter and its backflow prevention device, and/or its
b. Fire service line's backflow prevention device.
12. DEQ must also appro ve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station s
DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released.
WATER & SEWER DEMAND
AVERAGE DAILY
USE (GALLONS)
MAXIMUM DAILY
USE (GALLONS)
MAXIMUM PEAK
FLOWRATE (GPM)
100
200
10
THESE NUMBERS ARE ESTIMATES FOR 4 EMPLOYEES
GENERAL NOTES
1. Permits must be issued from VDOT prior to any construction in a public right-of-way.
2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site.
4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the
responsibility of the developer. A# damage must be repaired to original conditions.
5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The
contractor must maintain this access for the duration of the project.
6. The contractor will be responsible for adequate and positive drainage of this site.
7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction.
8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH.
9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions.
10. The developer is responsible for the relocation of any utilities required by this site plan.
Il. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction.
12. All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM -0698,
AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a
professional soils engineer. A geotechnical report supersedes this note if provided.
13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate
locations and not all utilities may be shown.
14. The contractor will contain all litter and debris on-site. The work must be left in an orderly manner at the end of each workday.
15. An approved set of site plans must be on-site during the construction process.
16. The contractor will notify all utility companies prior to excavation within easements.
17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days.
DEPARTMENT OF INSPECTION GENERAL NOTES
1. Buildings shall comply with the Virginia Uniform Statewide Building Code & Sections 311, S (storage) and Section 304, B (business) of the international
Building Code/2015. Other codes that apply are ICC/ANSI A117.1-3-03 Accessible and the Usable Buildings & Facilities and ICC/ANSI A117.1-3-09 for
e.
Vii nia Mechanical Code on air change.
9
2, Proposed 7,200 sq it single story building shall comply with Chapter 5 for height and area (7503). Limitations for type of construction in Table 503 of
the 2015 IBC and fire Protection shall be installed as required in Chapter 9 IBC.
3. Building shall comply with ANSI Handicap A117.1-3-03 for parking, entrance, and egress. All required egress shall be accessible.
4. Landings at doors shall not exceed 1:48 slope and thresholds shall not exceed 0.5" and walkways shall not exceed 1:20 slope; HC Signage shall comply
with USBC 1106.8.
5. Group S-1 fire areas used for the storage of commercial trucks exceeding 5, 000 sf, as well as, S-1 fire areas in excess of 5, 000 sf and used for
commercial truck repair shall be propvided with a NFPA sprinkler system.
6. Quantity of hazardous material quantities and limitations shall be as required/limited under T307.1(1) to prevent the structure from falling into
H -Hazardous Use Group.
6. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional.
(Soils, concrete, steel, etc.); specifically, fill for slab exceeding code shall require an engineered foundation.
7. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits.
8. Maximum slope across handicap parking stalls shall not exceed 2%, handicap signage shall comply with USBC 1106.8.
9. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1007.6 IBC Note fire ratings around this door if
this section is utilized. Required exits shall not exceed maximum travel distance listed in Table 1016.1. If building does not meet the exceptions for
increased travel distance, additional accessible exits may be required along the perimeter of the building.
FIRE MARSHALL GENERAL NOTES
1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow.
2. 'No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction.
3. The contractor must align the fire hyBrants to the direction as determined by the Fire Marshall.
4. Burning brush piles of natural veggetation re vires a permit. Burning construction debris is prohibited.
5. Emeroencv vehicle access must be Drovided at all times. Fire hvdrants will be always be left unobstructed.
NAME.
CERTIFICATION #
EXP. DATE:
RESPONSIBLE LAND DISTURBER
CONSTRUCTION ENTRANCE 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans.
2. Note: An on-site pre -construction meeting is required with the Owner, Site Contractor, Public Works ,& Designer prior to commencing any site work.
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction.
VDOT GENERAL NOTES Rev. June 2013
Vl. All work on this project shall conform to the current editions 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 applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the
most stringent shall govern.
V2. A// construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia
Occupational Safety & Health (VOSH) Rules & Regulations.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition
of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit
issued prior to any execution of work within the VDOT right of way.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes,
controllers, etc., owned by VOOT or private /public utility companies. It is the sole responsibility of the developer to locate and identify
utility facilities or items that may be in conflict with the proposed construction activity. VOOT 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. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or
developer with the attendance of the contractor(s), various County agencies, utility companies and VDOT prior to initiation of work.
V7. The contractor shall notify the local VOOT Land Development Office when work is to begin or cease for any undetermined length of time.
VDOT requires 48 hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Trak Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained
Interstate or Primary roadway to provide notification of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a VOOT permitted temporary construction entrance(s) in accordance with Section 3.01 of
the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained
through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when
possible shall be installed under roadway drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e. g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of
construction shall be immediately brought to the attention of the engineer and VDOT Work shall cease in that vicinity until an adequate
design can be determined by the engineer and approved by VOOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT 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 app/icable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of
theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of
any dedicated street right-of-way. At the direction of VOOT, density tests shall be performed by a qualified independent agency in
accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified
otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT
V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer
pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be
inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified
as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area
Land Use Engineer or their representative.
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is
the responsibility of the developer.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at
VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Trak Control Devices.
V19. The developer must provide to the VDOT Land Development Office a list of al/ 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 that work. Unit and total prices may be obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using
the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and 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.
V21. Asphalt concrete pavement 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 V774-76. A certified compaction technician shall perform these
tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be
notified and given the opportunity to be present during the construction and testing of the control strip.
V22. In accordance with 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 VOOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P6-1.
Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VOOT's installation criteria.
Final approval of guardrail layout to be given by VDOT after grading is mostly complete.
V24. Approval of this plan shall expire five (5) years from the date of the approval letter.
V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT
V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to
determine the type and condition of the foundation. yp ounda io on. The contractor shall submit copies of borehole logs and report findings of foundation
exp/oration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VOOT Road and Bridge
Standard P6-1. Contra to the Standard whey
Contrary e rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be
six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VOOT
TRIP GENERATION DATA
ITE
Tax Map Number
AM PEAK HOUR
PM PEAK HOUR
CODE
ITE USE FLOOR
IN I OUT I TOTAL
IN I OUT I TOTAL I ADT
150
WAREHOUSING 7,200 sf
39 27 F-661
5 52 57 377
DATA TAKEN FROM THE I T E. MANUAL
LANDSCAPING NOTES
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings.
Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched.
The planter shall guarantee all plants for one year.
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner.
4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
5. All plantings shall conform with the Frederick County Zoning Ordinance §165-203.01 B.
VICINITY MAP
SCALE 1"= 2000'
PROJECT INFORMATION
Property Data
Tax Map Number
43-(19)-35
Address
385 Tyson Drive
Area
4.94 acres
Zoning
M-1
Legal References
#170004315
Existing Use
Vacant
Proposed Use
Office and Warehouse
Disturbed Area
0.95 acres
Zoning Data
Open Space Minimum
25% = 1.2 acres
Open Space Proposed
78% = 3.9 acres
F.A.R. Maximum
1.0
F.A.R. Proposed
0.027
Proposed Building Data
Type of Construction
2C - Metal
Area
6, 000 sf
Height
28 feet
Max. Height Allowed
60 feet
Contact Numbers
Surveying & Engineering Firm:
GreyWo/fe, Inc. (540) 667-2001
Zoning Enforcement:
Department of Planning (540) 665-5651
Site Inspections:
Department of Inspections (540) 665-5650
Erosion and Sediment Control:
Department of Public Works (540) 665-5643
Sanitary Sewer and Water.,
Frederick Water (540) 869-1061
VOOT., (540) 535-1824
Telephone: Verizon (301) 954-6182
Electric:
Shenandoah Electric Cooperative (540) 450-0111
Gas: Washington Gas Co. (540) 869-1111
MISS UTILITY.- 1-800-552-7001
Owner
B & B Omps, LLC
641 Gun Club Road
Stephenson, VA 22656
Phone - (540) 336-6831
CO)
m
Proposed
LQ
oLIZ
Grading Plan Sheet 3
Front (Tyson):
Ckoo
80.2'
Erosion & Sediment Control Plan Sheet 5
0
Left Side(Private R/W):
75'
76.0'
Disturbance
N1A
Right Side:
7
26.5'
n
G1
O�
Rear.,
25'
484.3'
o
,tib H m
CDU
Per Code
Proposed
O 00 e- 72
Front (Tyson):
25'
30.6'
112,ro0
Left Side(Private R/W):
C
252'
Lakes &Ponds
-
-
C
30.9'
M
O
Rear.,
C
364.3'
�
u
5,
involved.
Sinkholes
0 acres
"'�tfOJ
Use For Parking
Unit
Tabulation
All utilities that will service this site must be placed
Natural S. W.
0 acres
N
Office (240 st)
9
1
underground.
�
CC
n
m
c
0
v
-1
"
�
C�
Building Setbacks
Per Cade
Proposed
General Notes
Grading Plan Sheet 3
Front (Tyson):
75'
80.2'
Erosion & Sediment Control Plan Sheet 5
H
Left Side(Private R/W):
75'
76.0'
Disturbance
N1A
Right Side:
25'
26.5'
Features
G1
O�
Rear.,
25'
484.3'
defined by the Frederick County Zoning Ordinance.
,tib H m
Parking Setbacks
Per Code
Proposed
O 00 e- 72
Front (Tyson):
25'
30.6'
= cLn
A
Left Side(Private R/W):
25'
252'
Lakes &Ponds
-
Right Side:
5'
30.9'
Z 2Q
Rear.,
5'
364.3'
0
0 /0
�c7
5,
involved.
Sinkholes
0 acres
"'�tfOJ
Use For Parking
Unit
Tabulation
All utilities that will service this site must be placed
Natural S. W.
0 acres
10%
Office (240 st)
1 per 250 sf
1
underground.
z Q z x
Warehouse (4) 1.5
per employee
6
zoo ¢ >
Wmoo
Steep Slopes >50%
0 acres
25%
Wc°z
=oo`nC)
Required
Proposed
Woodlands
z ti z o
Parking Spaces
7
8
a U a z
Handicap Spaces
1
1
�
z W o 0
Loading Spaces (1:40K)
1
1
p£
Q o Q i m` o
oC:��iz
�000"'o
Monument Sion Data
Sign Area 50 sf
Monument Sign Height 12 it
SEE FREDERICK COUNTY ZONING
ORDINANCE § 165-201.06
Sheet Index
Cover Sheet & General Notes Sheet 1
Boundary and Dimensions Plan Sheet 2
General Notes
Grading Plan Sheet 3
Frederick Water Plan Sheet 4
Erosion & Sediment Control Plan Sheet 5
H
VDOT Entrance Plan Sheet 6
a
Landscaping Plan Sheet
Disturbance
Life Safety & Lighting Plan Sheet 8
_
County Zoning
_�Iw4
APPROVALS
SP#22-191
Date
frnal51te Plan Approved by Vedenck County Planning Department Reviewer v Date
1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter,
2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval,
3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction is not in progress at the DATE: May 1, 2019
end of this period, Authority approval shall be void.
4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A
Land Disturbance Permit and agree to periodic inspections.
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0523
appro ved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections.
SHEET 1 OF 8
Zoning
General Notes
Maximum
1.
Outdoor storage is not
9 proposed.
Environmental
n ronmental
Existing
Disturbance
Proposed
2,
This project will not disturb any environmental features as
Features
Acreage
Allowed
Disturbance
3.
defined by the Frederick County Zoning Ordinance.
Floodplain
0 acres
00/0
09/0
The owner will be responsible for obtaining or granting
4.
easements shown on this plan.
Lakes &Ponds
0 acres
0%
0%
Easements will be recorded and copies sent to the parties
Wetlands >IAC
0 acres
0
0% 0
0
0 /0
5,
involved.
Sinkholes
0 acres
0%
0%
All utilities that will service this site must be placed
Natural S. W.
0 acres
10%
0%
6.
underground.
Retention Areas
Steep Slopes >50%
0 acres
25%
0%
Woodlands
0 acres
25%
09/0
County Zoning
_�Iw4
APPROVALS
SP#22-191
Date
frnal51te Plan Approved by Vedenck County Planning Department Reviewer v Date
1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter,
2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval,
3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction is not in progress at the DATE: May 1, 2019
end of this period, Authority approval shall be void.
4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A
Land Disturbance Permit and agree to periodic inspections.
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0523
appro ved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections.
SHEET 1 OF 8
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TEE AL VES & G l/E TO INSPECTOR
SEX. 12" WATERLINE
W W w
43-(19)-9
ZIVICFAMILY, LLC
DB 970, PG 926
ZONED: M1
USE: INDUSTRIAL
110 ACRES
tN IN W W W bel _ r
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OLD GRAVEL ROAD
♦ f FLUSHING ASSEMBLY k
43-(19)-40
GRAND PROPERTY OF k, w� J m h I N
VIRGINIA, LC
DB 822, PG 1311 I 'I / o M 1' { b �, ♦ •� N (r \\ \\ '� `� I / // / \ .� \\ p� p�
ZONED: M1
USE: INDUSTRIAL
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DATE: May 1, 2019
95% DENSITY
6 \
SCALE: 1" = 20'
FILE NO. 0523
° 20 0 ZO
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 100% DENSITY
SHEET 3 OF 8
GRAPHIC SCALE TYPICAL LIGHT PAVEMENT SECTION
UNDER PARKING STALLS ONLY
general backfill
STANDARD
24'select
backfill
12' All backfill to be compacted to 95%
of ASTM D698 maximum density.
12'
location
marker
location markt
trench width
as required
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
Web. schedule 40 steel
pipe filled with concrete
and painted yellow
finished
grade
te' dia.
cpnuelB
encasement
CONCRETE ARCH
4" select
ackfill
4' select
eckfill
2 O.D.
MAR 18
FIRE HYDRANT ASSEMBLY
-6- APR 09
%i
In addition to restraining each joint of the filling,
any joint that falls within the specified length of
each branch of the thing shall be restrained.
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
D
6'
e"
12"
18'
18"
20'
24'
L (ft)
60
60
100
120
MINN
140
160
20
140
a
-
60
O'I
I�I
•
140
1r
-
-
60
80
100
120
16'
i
_
_
40
60
100
18'
-
-
-
I;
40
80
20'
_
_
_
_
_
60
b
U
O
%..... on �.
...,....... 60" min.
rx
N
l
LnH
�L
UN
8' DI CL5
Xi
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(120')
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R
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—cA
O
a
FIRE HYDRANT ASSEMBLY
-6- APR 09
%i
In addition to restraining each joint of the filling,
any joint that falls within the specified length of
each branch of the thing shall be restrained.
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
D
6'
e"
12"
18'
18"
20'
24'
L (ft)
60
60
100
120
120
140
160
TEE CROSS WYE
1�-- L
ID
L = restralnetl length of pipe (PVC or DIP)
D = pipe diameter
D 6" 8" 12' 16° 18° 20° 24-
45', 221/2°, 11 1/4°
MIP/ P
61
coupling „ .:;.
r CTS polyethylene
2' ball valve curb -
tubing (PEt) 200 psi
stop w! 2' gate
w/ SS Inserts at all
L(ft)
20
20
20
20
20
20
20
HORIZONTAL BEND
RESTRAINED JOINTS FOR
TEE, CROSS, WYE AND HORIZONTAL BEND
-2-
concrete pad
1'46' dia. x W deep
�varles to property line-(
� Y
i ..
6' stone
roadway box
screw type
r rad
service saddle
I rroorp.stop 411
rFIP/PJ coupling°
FEB 09
Valvco, Inc valve box assembly:
lid; Figure No. 7 marked WATER'
top section: Figure No. 7$2670
bottom section: Figure No. IBOB24
finished
gratle
E'
6- stone
��- 2" brass FIP cap
r brass nipple, Thong
I� r brass FIP
brick base
WATER MAIN FLUSHING ASSEMBLY
-7-
MAR 18
finished
grade
D1 � D2
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
L (0)
L = restrained length of
D2 D1
pipe (PVC or DIP)
D = pipe diameter
MIP/ P
61
coupling „ .:;.
r CTS polyethylene
2' ball valve curb -
tubing (PEt) 200 psi
stop w! 2' gate
w/ SS Inserts at all
valve operating nut
connec8ons
6'
FEB 09
Valvco, Inc valve box assembly:
lid; Figure No. 7 marked WATER'
top section: Figure No. 7$2670
bottom section: Figure No. IBOB24
finished
gratle
E'
6- stone
��- 2" brass FIP cap
r brass nipple, Thong
I� r brass FIP
brick base
WATER MAIN FLUSHING ASSEMBLY
-7-
MAR 18
finished
grade
D1 � D2
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
L (0)
L = restrained length of
D2 D1
pipe (PVC or DIP)
D = pipe diameter
REDUCER
Imo-- L
II -
L��I L- D
In atltlluon to restraining the connection, any joint that
falls within the specified length shall be restrained.
D
61
1r
16',18'&20°
8"
12"
16°
18"
20°
24"
6'
40
60
100
120
120
140
a
-
60
80
100
120
140
1r
-
-
60
80
100
120
16'
_
_
_
40
60
100
18'
-
-
-
-
40
80
20'
_
_
_
_
_
60
REDUCER
Imo-- L
II -
L��I L- D
In atltlluon to restraining the connection, any joint that
falls within the specified length shall be restrained.
D 6° 8" 16' 18' 20' 24'
L = restrained length of
pipe (PVC or DIP)
D =pipe diameter
VALVE, DEAD END
RESTRAINED JOINTS FOR REDUCER,
GATE VALVE AND DEAD END
-3-
36'
treated 2x 4' with top 6' painted blue
1°coupling(PJ X PIP) and
MIP plastic plug on 6'tall piece
meter box 24
and cover
20'-23'
meter
Each side of any vertical offset
bend shall be restrained. In
addition, any joint that falls wit
the specified length on each s
of the fining shall be restrainer
up bend
de th
-Lu--71
D
61
1r
16',18'&20°
24"
45'
Ld (ft)
L (8)
60
60
100
120
120
140
160
D 6° 8" 16' 18' 20' 24'
L = restrained length of
pipe (PVC or DIP)
D =pipe diameter
VALVE, DEAD END
RESTRAINED JOINTS FOR REDUCER,
GATE VALVE AND DEAD END
-3-
36'
treated 2x 4' with top 6' painted blue
1°coupling(PJ X PIP) and
MIP plastic plug on 6'tall piece
meter box 24
and cover
20'-23'
meter
Each side of any vertical offset
bend shall be restrained. In
addition, any joint that falls wit
the specified length on each s
of the fining shall be restrainer
up bend
de th
-Lu--71
RESTRAINED JOINTS FOR
VERTICAL OFFSET
FEB 09 -4-
Same Side
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a. Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one fcot beyond sidewalk.
b. Install 12 gauge solid Insulated copper wire (for line tracing) from corporation stop to into the meter box [wrap wire
around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap wound
bottom of angle ball valve; terminate with 12• tall piece].
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
x 3a"r 3/4' AND 1"
METER INSTALLATION
8- JAN 19
R7-8 HANDICAP
D
61
8'&12'
16',18'&20°
24"
45'
Ld (ft)
20
40
60
80
OF ACCESSIBILITY
Lu (it)
20
20
20
20
RESTRAINED JOINTS FOR
VERTICAL OFFSET
FEB 09 -4-
Same Side
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a. Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one fcot beyond sidewalk.
b. Install 12 gauge solid Insulated copper wire (for line tracing) from corporation stop to into the meter box [wrap wire
around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap wound
bottom of angle ball valve; terminate with 12• tall piece].
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
x 3a"r 3/4' AND 1"
METER INSTALLATION
8- JAN 19
R7-8 HANDICAP
D
6"
8'& 12'
16', 18" & 20"
24-
4"221/r
221/0
Ld (ft)
20
20
40
40
OF ACCESSIBILITY
Lu (ft)
20
20
20
20
RESTRAINED JOINTS FOR
VERTICAL OFFSET
FEB 09 -4-
Same Side
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a. Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one fcot beyond sidewalk.
b. Install 12 gauge solid Insulated copper wire (for line tracing) from corporation stop to into the meter box [wrap wire
around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap wound
bottom of angle ball valve; terminate with 12• tall piece].
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
x 3a"r 3/4' AND 1"
METER INSTALLATION
8- JAN 19
R7-8 HANDICAP
D
6'
6'& 12'
16', 18' & 20'
24"
111W
Ld (it)
20
20
20
20
OF ACCESSIBILITY
Lu (ft)
20
20
20
20
RESTRAINED JOINTS FOR
VERTICAL OFFSET
FEB 09 -4-
Same Side
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a. Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one fcot beyond sidewalk.
b. Install 12 gauge solid Insulated copper wire (for line tracing) from corporation stop to into the meter box [wrap wire
around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap wound
bottom of angle ball valve; terminate with 12• tall piece].
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
x 3a"r 3/4' AND 1"
METER INSTALLATION
8- JAN 19
R7-8 HANDICAP
L-18"1024"-�
60, 8" and 12•
PARKING SI)
�
(12" X 18
concrete pad 18'
RESERVED
finishetl
PARKING MAY BE PLACED
INTERNATIONAL SYMBOL
ON ONE BLANK.
OF ACCESSIBILITY
ADJUSTING THE
O
O
REQUIRED HEIGHT-
EIGHTIF
IFREQUIRED
TO ACCOMMODATE
THE ADDITIONAL
ONES
screw type adjustable
VAN
6"stone
ACCESSIBLE
4 valve b ° DX
8 min.
be bevel ear
9
REQUIRED
PENALTY $100-500
EFFECTIVE
JULY 1, 1998 j
TOW—AWAY ZONE
adjustable
earan
Ie
..type
valve box
tl.
PARKING SURFACE CONCRETE WHEEL STOP
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
(NOT TO SCALE)
spigot bygasketed bell45°bend
2'
3' minimum
gasketed pipe and fittings
W x 4• gaskeled bell wye solvent weld cap
property
FEB 09
J' MIN.
All pipe and fittings shall be SDR 35/26.
GRAVITY SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
-22-
-0-
NOTES: -- "
I. H/C SPACES MAY NOT EXCEED A 29 SLOPE,
2. RAMP BUILT TO V/DOT CG -12 STANDARDS.
J. WHITE STRIPING SHOULD BE J" WIDE.
4. H/C SIGNS TO BE SET J' BEHIND SIDEWALK OR
MOUNTED TO BUILDING IF POSSIBLE.
FEB 09
720
715
710
concrete pad 18' dia. x 6" deep flnlshed grade
{ \ ,
6" stone
screw type adjustable valve box
48' min.
location marker valve box
adaptor
joint Av,alve restrained
stone restralnts main
8"x 8"x 16'
solid block
over•excavalion
Water
16', 18", 20° and 240
GATE VALVE
-5-
valve
restrained
to main
8°x 8"x 16'
solid block
Forced Sewer
Capitol Foundry of VA, Inc. traffic
beating cleanouViamphole frame
and cover, Item No. V&9*S
Pwella Model PA4SV CSK (4y cast iron
cleanout cap with standard gasket and brass
plug having a countersunk square head
concrete skid pad
finished 24" dia. x 6' deep
grader
12° ...
.... 6• stone
sanitary
sewer main
Wye
45° bend
6" stone
All pipe and fittings shall be SDR 35/26.
GRAVITY SEWER CLEANOUT
-24.
APR 09
FEB 09
-0+50
L-18"1024"-�
60, 8" and 12•
`8'x 8'x 16"solid block
for 12'valve-
�
e
concrete pad 18'
concrete pad 18" dia. x 6' deep
finishetl
grade
dia. x 6" deep
O
O
O
O
—
it
N
6" stone,
C
screw type adjustable
Note: valve stall
6"stone
24" min.
4 valve b ° DX
8 min.
be bevel ear
9
screwHP e
valve restralnetl to main
adjustable
earan
Ie
..type
valve box
FI
TpB49
18 Min.
Note: valve shall
valve box
be spur gear
nDI CL52
valve box
adaptor
type
•'.'...
adaptor
b
U
O
%..... on �.
...,....... 60" min.
rx
N
8"x 8"x 16'
solid block
over•excavalion
Water
16', 18", 20° and 240
GATE VALVE
-5-
valve
restrained
to main
8°x 8"x 16'
solid block
Forced Sewer
Capitol Foundry of VA, Inc. traffic
beating cleanouViamphole frame
and cover, Item No. V&9*S
Pwella Model PA4SV CSK (4y cast iron
cleanout cap with standard gasket and brass
plug having a countersunk square head
concrete skid pad
finished 24" dia. x 6' deep
grader
12° ...
.... 6• stone
sanitary
sewer main
Wye
45° bend
6" stone
All pipe and fittings shall be SDR 35/26.
GRAVITY SEWER CLEANOUT
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DATE: May 1, 2019
SCALE: 1" = 50'
FILE NO. 0523
SHEET 4 OF 8
E & S CONTROL STANDARDS
E & S CONTROL NARRATIVE
1. Permanent or temporary soil stabilization shall be applied to denuded
Project Description
areas within seven days after final grade is reached on any portion of the
GROUP
site. Temporary soil stabilization shall be applied within seven days to
This site is located at the end of Tyson Drive in Stonewall Industrial Park. The
denuded areas that may not be at Final grade but will remain dormant for
purpose of this plan is to construct a 7100 sf warehouse with parking.
longer than 30 days. Permanent stabilization shall be applied to areas that
C
are to be left dormant for more than one year.
Existing Site Conditions
2. During construction of the project, soil stockpiles and borrow areas shall
1 8'
be stabilized or protected with sediment trapping measures. The applicant
This site is overgrown with brush. There is an existing drainage easement to the
is responsible for the temporary protection and permanent stabilization of
north and along the southern boundary. The site drains predominately from west
all soil stockpiles on site as well as borrow areas and soil intentionally
to to east and then south along the eastern boundary into Red Bud Run.
transported from the project site.
3. A permanent vegetative cover shall be established on denuded areas not
Adjacent Parcels
otherwise permanently stabilized. Permanent vegetation shall not be
o
considered established until a ground cover is achieved that is uniform,
The adjacent parcels are large lot industrial sites and Red Bud Run. The use of
mature enough to survive and will inhibit erosion.
super silt fence and the undisturbed areas between the creek and site will protect
it from sediment.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other
Ol6
measures intended to trap sediment shall be constructed as a first step in
Soils
any land -disturbing activity and shall be made functional before upstream
-
land disturbance takes place.
a)
This 5 acre lot contains four soil types determined from the USDA's 'Soils Survey
5. Stabilization measures shall be applied to earthen structures such as
of Frederick County, VA. " The first is (#14B) Frederick-Poplimento loams; where
dams, dikes and diversions immediately after installation.
the site work will take place. Then (#32B) Oaklet Silt Loams and (#39B) Swimley
N
Silt Loams. This site is classified as a hydrologic soils group C. These soils have
6. Sediment traps and sediment basins shall be designed and constructed
medium erodibility and runoff
based upon the total drainage area to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic
Erosion Control Program
yards per acre of drainage area and the trap shall only control drainage
v
areas less than three acres.
a Install construction entrance with wash rack
itoCZM
. Install wire supported silt fence
b. Surface runoff from disturbed areas that is comprised of flow from
. Instal/ the inlet and outlet protections
drainage areas greater than or equal to three acres shall be controlled by
a sediment basin. The minimum storage capacity of a sediment basin
,Grade site and seed all exposed surfaces immediately upon reaching final grade
shall be 134 cubic yards per acre of drainage area. The outfall system
shall, at a minimum, maintain the structural integrity of the basin during a
General Erosion and Sediment Control Notes (VESH Table 6-1)
twenty-five year storm of 24-hour duration. Runoff coefficlents used in
runoff calculations shall correspond to a bare earth condition or those
ES -1. Unless otherwise indicated, all vegetative and structural erosion and sediment
conditions expelled to exist while the sediment basin is utilized,
control practices will be constructed and maintained according to minimum
7. Cut and fill slopes shall be designed and constructed in a manner that
standards and specifications of the Virginia Erosion and Sediment Control Handbook
will minimize erosion. Slopes that are found to be eroding excessively
and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations.
within one year of permanent stabilization shall be provided with additional
slope stabilizing measures until the problem is corrected.
ES -2. The plan approving authority must be notified one week prior to the
pre -construction conference, one week prior to the commencement of land
8. Concentrated runoff shall not flow down curt or fill slopes unless
disturbing activity, and one week prior to the final inspection.
contained within an adequate temporary or permanent channel, flume or
slope drain structure.
ES -3. All erosion and sediment control measures are to be placed prior to or as
9. Whenever water seeps from a slope face, adequate drainage or other
the first step in clearing.
protection shall be provided.
ES -4. A copy of the approved erosion and sediment control plan shall be
10. All storm sewer inlets that are made operable during construction shall
maintained on the site at all times.
be protected so that sediment -laden water cannot enter the conveyance
system without first being filtered or otherwise treated to remove sediment.
E5-5. Prior to commencing land disturbing activities in areas other than indicated
11.Before newly constructed stormwater conveyance channels or pipes are
on these plans (including, but limited to, off-site borrow or waste areas), the
made operations., adequate outlet protection and any required temporary
contractor shall submit a supplementary erosion control plan to the owner for
or permanent channel lining shall be installed in both the conveyance
review and approval by the plan approving authority.
channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be
ES -6. The contractor is responsible for installation of any additional erosion control
taken to minimize encroachment, control sediment transport and stabilize
measures necessary to prevent erosion and sedimentation as determined by the
the work area to the greatest extent possible during construction.
plan approving authority.
Nonerodible material shall be used for the construction of causeways and
cofferdams. Earthen All may be used for these structures if armored by
ES -7. All disturbed areas are to drained to approved sediment control measures at
nonerodible cover materials.
a# times during /and disturbing activities and during site development until final
13. When a live watercourse must be crossed by construction vehicles more
stabilization is achieved.
than twice in any six-month period, a temporary vehicular stream crossing
constructed of nonerodible material shall be provided.
ES -8. During dewatering operations, water will be pumped into an approved
filtering device.
14. All applicable federal, state and local regulations pertaining to working
in or crossing live watercourses shall be met.
ES -9. The contractor shall inspect all erosion control measures periodically and
15. The bed and banks of a water course shall be stabilized immediately
after each runoff -producing rainfall event. Any necessary repairs or cleanup to
after work in the watercourse is completed.
maintain the effectiveness of the erosion control devices shall be made
immediately.
16. Underground utility lines shall be installed in accordance with the
following standards in addition to other applicable criteria:
Frederick County Note:
a. No more than 500 linear feet of trench may be opened at one time.
The Public Works and Engineering Department will retain the right to add to or
modify these erosion and sediment control measures during the construction
b. Excavated material shall be placed on the uphill side of trenches.
process, within reason, to ensure adequate protection to the public and
environment.
c. Effluent from dewatering operations shat! be filtered or passed through
an approved sediment trapping device, or both, and discharged in a
manner that does not adversely affect flowing streams or off-site propert)4
d. Material used for backfilling trenches shall be properly compacted in
order to minimize erosion and promote stabilization.
e. Restabilization shall be accomplished in accordance with these
regulations.
STONE CONSTRUCTION ENTRANCE
f.Applicable safety regulations shall be complied with.
17. Where construction vehicle access routes intersect paved or public
70' MIN. EXISTING
PAVEIIETNT
A 5:1
roads, provisions shall be made to minimize the transport of sediment by
vehicular tracking onto the paved surface. Where sediment is transported
FILTER CLOTH"6' MIN A M(OPNTABLE BERN
onto a paved or public road surface, the road surface shall be cleaned
thoroughly at the end of each day. Sediment shall be removed from the
SIDE ELEVATION
roads by shoveling or sweeping and transported to a sediment control
EXISTING GR O M U
disposal area. Street washing shall be allowed only after sediment is
removed in this manner. This provision shall apply to individual
70' MIN.
development lots as well as to larger land -disturbing activities.
TD' MUL
18.A1/ temporary erosion and sediment control measures shall be removed
I*
VASHRACK
(OPTIONAL)
within 30 days alter final site stabilization or after the temporary measures
10' ,
are no longer needed, unless otherwise authorized by the local program
>E MINS
EXISTING
PAVEMENT
authority. Trapped sediment and the disturbed soil areas resulting from the
disposition of temporary measures shall be permanently stabilized to
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prevent further erosion and sedimentation.
VDGT 01
I POSITIVE DRAINAGE
19. Properties and waterways downstream from development sites shall be
COURSE AGGREGATE B TO SEDIMENT
I TRAPPING DEVICE
protected from sediment deposition, erosion and damage due to increases
• MUST EXTEND FULL WIDTH
EGRESS
CRAND PLAN VIEW
in volume, velocity and peak flow rate of stormwater runoff for the stated
OOFPEIAR`
frequency storm of 24-hour duration in accordance with the following
standards and criteria:
............SECTION A -A
RE
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SECTION B -B
PIPE OUTLET CONDITIONS
L a
'IPE OUTLET TO WELL
IEF M CHANNEL
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• -I :,� 1 .P I ':N IIA IYI '1' N I• •i1: 1.1 :T
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1 1 -
SIL T FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
1.100
FLOW
4. BACKFlLL AND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric F&r Barriers for Sediment Control PiATF 3.05-1
SbenDod k fyant
6C
CODE
SOIL NAME
HYDROLOGIC
Q N 10-YRI
Velocity
GROUP
14B
FREDERICK-POPLIMENTO LOAMS
C
328
OAKLET SILT LOAMS
C
39B
SWIMLEY SILT LOAMS
C
SOILS MAP - 1 "= 400'
39C
32B
FL
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INE
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OUTLET PROTECTION
JCULVERTJ
DIA.
ILENGTHI
Q N 10-YRI
Velocity
WIDTH A
LENGTHI
WIDTH 8
STONE
1
1 15"
1 40'
1 0.5 cfs
1 1 ft/s
1 3.75`
1 8'
1 7,5'
6"
SYMBOL
E & S DEVICE
QUANTITY
CE
CONSTRUCTION ENTRANCE
1 each
LCG
LIMITS OF CLEARING & GRADING
0.95 ac
PS
PERMANENT SEEDING
-+0.25 ac
SF
WIRE SUPPORTED SILT FENCE
760 ft
IP
INLET PROTECTION
1 each
OP
OUTLET PROTECTION
1 each
SEEDING SCHEDULE (PER SECTION 3.32 OF VESH)
1.) Topsoil will be spread at a minimum depth of 4".
34 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs
per 1000 square feet (2 tans peracre).
3.) Fertilize with 10-10-10 at a rate of23lbs per 1000 square feet (1000 lbsperacre).
16C 4.) Seed mix will consist of 7596 Kentucky 31 Tall fescue, 1090 Annual Rye, 10% Foxtail
Millet, and 5% Red Clover at 200 lbs per acre.
5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and
anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre.
30' 0' 30'
GRAPHIC SCALE
STORM WATER
THE INCREASE IN RUNOFF OFA 10 -YEAR STORM IS 1.9 CFS. THE
RUNOFF DRAINS ACROSS THE REMAINING FOUR ACRES AND DRAINS TO
REDBUD RUN. THIS MINOR INCREASE LEAVES THE SITE WELL AHEAD OF
THE PEAK RUN-OFF FROM THE REST OF THE 163 ACRE DRAINAGE SHED
AND DOES NOT NECESSITATE THE CONSTRUCTION OFA STORMWA TER
POND AT THIS. SHOULD THE SITE BE EXPANDED IN THE FUTURE, A
STORMWA TER POND WITH BW5 SHALL BE REQUIRED.
SITE DEVELOPMENT IS LESS THAN ONE ACRE AND DOES NOT MEET THE
MINIMUM CRITERIA FOR A STORMWA TER DISCHARGE PERMIT.
IF DISTURBED ACREAGE EXCEEDS ONE ACRE, A VSMP PERMIT WITH
SWPPP, BW3, AND STORMWA TER POND WILL BE REQUIRED.
LAND DISTURBANCE
THE AREA OF CLEARING AND GRADING IS 0.95 acres.
A LAND DISTURBANCE PERMIT IS REQUIRED SINCE
THE AREA OF DISTURBANCE 73 GREATER THAN
10, 000 SF DURING THE CONSTRUCTION.
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DATE: May 1, 2019
SCALE: 1" = 30'
FILE NO. 0523
SHEET 5 OF 8
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DATE: May 1, 2019
SCALE: 1" = 30'
FILE NO. 0523
SHEET 5 OF 8
DATA PROVIDED BY ITE TRIP GENERATION MANUAL AND
VOOT ANNUAL AVERAGE DAILY TRAFFIC VOLUME ESTIMATES
RIGHT TURN ANAL YSIS ROUTE 863 Tyson Drive LOCAL STREET 35 MPH POSTED
LEFT- TURN ANAL YSIS
PHV = AADT x 11 % Not required in Cul -De -Sac
RT 863 PHV = 2300x11% =253 ESTIMATED THAT 100% OF TRAFFIC WILL BECOMING TO/FROM ROUTE 861(McGHEE ROAD)
Speed Limit is 45 mph or LESS ITE Manual Code 150 is nearest to use; however, the building will be garaging wreckers
RT 863 PHV RIGHT TURNS = 52 and storing equipment for Omps Towing from down the street. Peak Hour Volume is not
expected to be greater than 10 trips.
EST PHV RIGHT TURNS (IN) = 0, (OUT) = 10; EST. PHV LEFT TURNS (IN) = 10, (OUT) =0
120
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PHV APPROACH TOTAL, VEHICLES PER HOUR
ROADSIDE SIGN
RURAL DISTRICT W
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WNOP. CROSSRC_:
Tailort-momm
725
GENERAL NOTES
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500
550
CG -11 ENTRANCE
55.
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51'
CURB
560'
29.14'@2925'
0 29.14'@2925'
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TARE. RESE VALUES NS HJT MR-C.WLE TO STREET
s'
2�0'
COWECIItlS.
G Eo�
INTERSECTION NOTES
B. WHEN CG -116 USED FOR STREET CONNECTIONS TIE
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SIGHT DERANCE AND N vNLERELLE.
15..
P. OPTIam ROWLNI MAY REQUIRE .. OF A
PoHENY OF IXRER TO PROVIDE POSITIVE. gRNY4E
IgN55 THE NIERSECTgN
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ALLOWABLE ENTRANCE GRADE CHANGES
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MM1CME I.To STREET C CTF
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RI -1 RI -J RI -.I
720
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(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)
502
REV6DN DATE
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2a-0 Stop
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signs Due
STOP signs are intended for use where traffic required slop. The
STOP sign shall be an octagon with white message and border on a red
g de
C
background. The standard Size shall e 30 x 30 inches, where greater
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emphasis or visibilit}• is required, a larger size is recommended.
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then plate
.if a multshould
slop ed bel isec _ST
a host If�Imnlum'
(RI -3) should be mounted lust below each STOP Sian. 6 the number
sign.
)
approach legs to the intersection is three or more, the numeral on the
he
,upplementary plate shall correspond to the actual number of legs, or the
a U
legend ALL -WAY Rtl--) may be used. The supplementary plate shall
have white letters on a red backgroun, and shall have a standard size of 12
co
22
\
r. 6 inches (Rl-3) or IS x 6 inches (R!=).
(
A STOP beacon
710
710
-� N O
sign or beacons may be :[sec :r :onjunetion with a
STOP described
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Elco Coe in section 4E-4.
Secondary masaga shall not be STOP
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used on sign faces.ca
3
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ROADSIDE SIGN
RURAL DISTRICT W
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WNOP. CROSSRC_:
Entrance Profile - Route 861
Temporary Traffic Control Plan
Gary R. Oates - Verification No. 020917037
Entrance Plan
General Notes:
1. This project is classified as a TMP Type "A" project. Traffic on the project is low-volume. The traffic volume for the Rte 863 is 2300 vehicles per day (2015 AADT-034) with an posted speed limit of 35 mph.
2. The project is located at the cul-de-sac of Route 863 in Stonewall Industrial Park in Frederick County.
3. The work consists of installing a new moderate volume commercial entrance on the cul-de-sac.
4. The work zone will be approximately 100 feet in length for the entrance.
5. The work zone will consist of shoulder closures and temporary closure on the north bound shoulder of Route 863, following the Virginia Work Area Protection Manual (VWAPM) and the MUTCD.
6. The work zone will be in operation Monday through Friday, during day light hours with lane closure only being allowed between 9:00am to 3:00pm. Lane closures will not be allowed from noon the workday
Bridge Specifications or as approved b the engineer.
before a holiday to noon the work day after the holiday as specified in the Road and r dge p pp y g
7. The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the work zone.
B. The shoulder closure will follow TTC-4.0 of the VWAPM. The lane closure will follow TTC-23 of the VWAPM. Signing project limits will follow 17C-53 of the VWAPM.
9. The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any construction on VDOT Right -of -Way.
10. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times.
11. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 30' beyond the edge of the existing pavement.
12. Entrances, Intersections, and Pedestrian Access: The roads must remain open to traffic at all times during construction. The SO' shared use path adjacent to the work zone must remain open during
construction.
13. The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility, with sufficient authority, for implementing the TMP.
14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOT's work zone traffic control training guidelines.
15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards.
Typical Sections. - See Entrance design Plans
Details - See Entrance Design Plans
Schematic layout of work zone - See Entrance Design Plans
Public Communications Plan
a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled general work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT will
provide project information to the Staunton District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans
shall be made immediately known to VDOT.
phase changes a minimum of two 2 working days prior to
b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or p c g () g y p
implementing that specific activity. Activities requiring height, width, and weight restrictions require notification ten (SO) working days prior to the specific activity.
c. The Contractor shall notify the VDOT Project Manager/ Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule.
Transportation Operations Plan - Not required. The work zone is less than 1/2 mile in length.
Sectionn 2B.04 STOP Sign (111-1�
Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI -1) sign (see Figure 2111-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends
shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R1-3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 213-1) shall have a white legend and border on a red background. If the number
of approach legs controlled by STOP signs at an intersections three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are
controlled by STOP signs (see Section 211.07), a supplemental plaque (RI -3 or R14) shall be mounted below each STOP sign.
Option:The ALL WAY (Rl4) supplemental plaque may be used instead of the 4 -WAY (Rl-3) supplemental plaque.
Support:The design and application of Stop Beacons are described in Section 4K.05.
All STOP signs must be 30''x3011 in the Edinburg residency.
Section 2B.06 STOP Sign Placement
Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be
installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibilityto the road user itis intended to regulate. STOP signs and YIELD signs shallnot be
mounted on the same post.
Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign.
Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs.
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view oftraffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP
sign should be installed in advance of the crosswalk line nearest to the approaching traffic.
Section 311.16 Stop and Yield Lincs
Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 311-14) shall consist of a row of solid white
isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made.
Stop lines should be 24 inches wide and white thermoplastic.
Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles
comprising the yield line should have abase of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in).
Option: Yield lines maybe used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (Rl-2) signora Yield Hereto Pedestrians (RI -5 or Rl-5a) sign.
r yield lines at roundabout intersections as provided for in Section 313.24 and at midblock
nearest crosswalk line at controlled intersections except fo e d
e placed a minimum of 1.2 m 4 ft in advance of the ea
Guidance: If used, stop and yield lines should b p a ( ) P Y P
crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 in (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled
1 b laced adjacent to the Yield Hereto Pedestrians sign located 6.1 to 15 m 20 to
way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. if used at an unsignalized midblock crosswalk, yield lines show d e p 1 Bn
50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12 in (40 ft) in advance of the
nearest signal indication (see Section 4D.15).
Sup rt: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians.
R1-1
R
Tailort-momm
SIGHT
GENERAL NOTES
W
LI k
°
Lat.voimlFeaH
l0 11
12
W�
zt
Q
°
CONFMApN110H.
Qo
W
OU
�tiz
L
IN 1
105
15o
35
IBS.
WOO
p0
U
I
ma
t�t11N"
O
CIE
2Z�
�_J
UE`�W
�
NInCO
W
WZCOO
Z
ti
ADS;
29--►-
50450
500
550
CG -11 ENTRANCE
55.
AM
51'
CURB
560'
29.14'@2925'
0 29.14'@2925'
Z
600
W
@ 290
@ 29�
55
SUP
�12'
'715
AN
Entrance Profile - Route 861
Temporary Traffic Control Plan
Gary R. Oates - Verification No. 020917037
Entrance Plan
General Notes:
1. This project is classified as a TMP Type "A" project. Traffic on the project is low-volume. The traffic volume for the Rte 863 is 2300 vehicles per day (2015 AADT-034) with an posted speed limit of 35 mph.
2. The project is located at the cul-de-sac of Route 863 in Stonewall Industrial Park in Frederick County.
3. The work consists of installing a new moderate volume commercial entrance on the cul-de-sac.
4. The work zone will be approximately 100 feet in length for the entrance.
5. The work zone will consist of shoulder closures and temporary closure on the north bound shoulder of Route 863, following the Virginia Work Area Protection Manual (VWAPM) and the MUTCD.
6. The work zone will be in operation Monday through Friday, during day light hours with lane closure only being allowed between 9:00am to 3:00pm. Lane closures will not be allowed from noon the workday
Bridge Specifications or as approved b the engineer.
before a holiday to noon the work day after the holiday as specified in the Road and r dge p pp y g
7. The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the work zone.
B. The shoulder closure will follow TTC-4.0 of the VWAPM. The lane closure will follow TTC-23 of the VWAPM. Signing project limits will follow 17C-53 of the VWAPM.
9. The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any construction on VDOT Right -of -Way.
10. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times.
11. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 30' beyond the edge of the existing pavement.
12. Entrances, Intersections, and Pedestrian Access: The roads must remain open to traffic at all times during construction. The SO' shared use path adjacent to the work zone must remain open during
construction.
13. The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility, with sufficient authority, for implementing the TMP.
14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOT's work zone traffic control training guidelines.
15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards.
Typical Sections. - See Entrance design Plans
Details - See Entrance Design Plans
Schematic layout of work zone - See Entrance Design Plans
Public Communications Plan
a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled general work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT will
provide project information to the Staunton District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans
shall be made immediately known to VDOT.
phase changes a minimum of two 2 working days prior to
b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or p c g () g y p
implementing that specific activity. Activities requiring height, width, and weight restrictions require notification ten (SO) working days prior to the specific activity.
c. The Contractor shall notify the VDOT Project Manager/ Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule.
Transportation Operations Plan - Not required. The work zone is less than 1/2 mile in length.
Sectionn 2B.04 STOP Sign (111-1�
Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI -1) sign (see Figure 2111-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends
shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R1-3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 213-1) shall have a white legend and border on a red background. If the number
of approach legs controlled by STOP signs at an intersections three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are
controlled by STOP signs (see Section 211.07), a supplemental plaque (RI -3 or R14) shall be mounted below each STOP sign.
Option:The ALL WAY (Rl4) supplemental plaque may be used instead of the 4 -WAY (Rl-3) supplemental plaque.
Support:The design and application of Stop Beacons are described in Section 4K.05.
All STOP signs must be 30''x3011 in the Edinburg residency.
Section 2B.06 STOP Sign Placement
Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be
installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibilityto the road user itis intended to regulate. STOP signs and YIELD signs shallnot be
mounted on the same post.
Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign.
Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs.
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view oftraffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP
sign should be installed in advance of the crosswalk line nearest to the approaching traffic.
Section 311.16 Stop and Yield Lincs
Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 311-14) shall consist of a row of solid white
isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made.
Stop lines should be 24 inches wide and white thermoplastic.
Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles
comprising the yield line should have abase of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in).
Option: Yield lines maybe used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (Rl-2) signora Yield Hereto Pedestrians (RI -5 or Rl-5a) sign.
r yield lines at roundabout intersections as provided for in Section 313.24 and at midblock
nearest crosswalk line at controlled intersections except fo e d
e placed a minimum of 1.2 m 4 ft in advance of the ea
Guidance: If used, stop and yield lines should b p a ( ) P Y P
crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 in (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled
1 b laced adjacent to the Yield Hereto Pedestrians sign located 6.1 to 15 m 20 to
way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. if used at an unsignalized midblock crosswalk, yield lines show d e p 1 Bn
50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12 in (40 ft) in advance of the
nearest signal indication (see Section 4D.15).
Sup rt: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians.
R1-1
R
0+00
NOTES:
1, THIS 11. MAY BE PRECAST ON CAS{ IN PLACE
2. CCfATETE TO RE CLASS I F CAST IN PEACE.
4000 Pat PRECAST.
3. COMBINATION CURS 6 CUTER HAVING A RKBOX
OF 300 FEET OR LESS (HANG FACE OF WIS EHNL
IE PAD FOR AS RIOUL COMBINATION CURB b
Comm.
4.FM USE MTX 51ACL. tl+CN-4CALEn
pigNNZ LAYER IME NOTION OF ME LUgg
SNEREN
To CUTTER WEI.I OF CONSTfA.CTED PARXLEL
ID THE 40P E COURSES
AND TO THE DEPTH OF THE PAV WW.
D. THIS CURB MAY BE USED WHEN
DESIGN svEm a 40 MPH DR IEss
ON RJRAL HIGHWAYS AM 45 MPH OR
1£SS N DEVELOPED URBAN 6 SUBURBAN
AREAS IF TXF3 DESIGN Cres. ARE
EXCEEDED STAroA9D CG -7 IS REQUITED.
D,
6"
r A A . D • ID e A i
THIS AREA GLAY BE CONCRETE
AT THE OPTION OF THE CONniACTOR
L,jIDS COMBINATION 6" CURB & GUTTER
QU2 VRLINN OFPNRTMENi OF 1Rg45MR{gigH
A
P e R14 ni 20)5
8 P
Typical Traffic C..W."
SMUMMORy o rM1,n AN R.glom. v
Pp
(Figu.Trcr.r)
Standard N(yI HA
1, FII' 11 n • term M¢Wmar, w1 rk m Ire Mian 3 d n divided n M1 M1
6 Y ( ) 6 Y 6 den wtler
Use. B 6 mblles lm buN aides Gf Netwdwuy shallM Nletlas shown (ROAD WORK
s otD"i'CWS®AE6DrugAD (W21 -51,R),
=
Wzl UAA(dAb #8 n Noo i , oe do ld Isel.sed. Fe &,XNTwp'.It.1WLess3Oasis In duration sign asxmbli s will Did, mo,
�I a on the M worst the shoulder hoAin
8
coses&aa» sign small se addsmd
tofhrt"Ide.
Gurdnnce
?. Sins adv ahmdd De 1300'-1500' or L/m/Tai Accer hi Uwe For dl ore•'rmdw s 11w J
8. , >8 f s g r n I %, he,v
om,IxgsB(Mdbe I,1, 45Xwrwrefhe postedspmdllmii4Sreakr Non 45 mph, ADAC 350'-SW'where
rheyosiMapsadllmlr is a5 nlph or lass.
Orr i3 n.'t e SHOULDER DL ONA fW21-511 Mine i IM c in. ro Rhesv miv be Freired where Hive
HIRCRICAENFOATININI.XvIsill I saw t t
4. Lot died durstion UEmN9M of GO minmcsInd ChArslizime dee. N. M
eliminated if. veNcic with IST-IFd h¢h-imk,viw amber roMe or R aline. ml A,,RIMilo lieh. is
wed.
SINNShrik
S. Viekto bmand ,.rote, Asmus shall no[ be IVH Instead Orth. venicleh blgh ledmilty amber
rntatlgJN.hl&!'SioNFULUN,11,1uv VehkleM¢ard warnin6 WHnalsnnMuaed......gement
high-Inuesily amber r.laling, IlaXhin,, Lo miillatin" Il,hNL
G. Taper length(L)and ehanoelhhadevke spacing shall beat the following:
Tailort-momm
SIGHT
GENERAL NOTES
Speen Umn
pn)
B
Lat.voimlFeaH
l0 11
12
stGHr
BS
105 1`116/
CONFMApN110H.
125
OU
1S5
IN 1
105
15o
35
IBS.
.'205
.225
245
40
240
27D
Sea
'320
AS
:APS.
Z
ti
ADS;
SBL,
50450
500
550
500
55.
AM
656.
CURB
560'
60
Z
600
W
720
55
SUP
NA)
'715
AN
76
1 filo
h
T70
BT
MinForm, own, YmSBu br Limned Aeons
N mesa ay,eabn lobo NeL
s,NGkXCTFWVs,vmSm.
0' ARE USTEO N THE ALLOWABLE ENTRHICE GRADE
TARE. RESE VALUES NS HJT MR-C.WLE TO STREET
s'
2�0'
COWECIItlS.
G Eo�
INTERSECTION NOTES
B. WHEN CG -116 USED FOR STREET CONNECTIONS TIE
EVi
Q
y
A -
W
SECTION A
SIGHT DERANCE AND N vNLERELLE.
15..
P. OPTIam ROWLNI MAY REQUIRE .. OF A
PoHENY OF IXRER TO PROVIDE POSITIVE. gRNY4E
IgN55 THE NIERSECTgN
K
ALLOWABLE ENTRANCE GRADE CHANGES
W
yL,p
� '>-'-'C' A
ENTRANCE VOLUME 'AIDE �CT6WGE
(HE.S�)TE
_
'e.', e.
DESL¢AWE uAXwu
`
XIW1 YORE TxAY 15M vPD 0z 3!
1EDWY OM-Ro0 VPD s3se 6x
1
SECTION C -C
O
NOTE: NLOWMUE ENTRANCE GV ME TABLE 6 HOT
MM1CME I.To STREET C CTF
PEFEgAa«
REFEeFWi
mi
�VDOT
ti
WO
W
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)
502
REV6DN DATE
M
VR4TNA O MTYENT OF TRNANYORTATOR
o
v
20;
LST
v
o
m
ti
H
0+00
NOTES:
1, THIS 11. MAY BE PRECAST ON CAS{ IN PLACE
2. CCfATETE TO RE CLASS I F CAST IN PEACE.
4000 Pat PRECAST.
3. COMBINATION CURS 6 CUTER HAVING A RKBOX
OF 300 FEET OR LESS (HANG FACE OF WIS EHNL
IE PAD FOR AS RIOUL COMBINATION CURB b
Comm.
4.FM USE MTX 51ACL. tl+CN-4CALEn
pigNNZ LAYER IME NOTION OF ME LUgg
SNEREN
To CUTTER WEI.I OF CONSTfA.CTED PARXLEL
ID THE 40P E COURSES
AND TO THE DEPTH OF THE PAV WW.
D. THIS CURB MAY BE USED WHEN
DESIGN svEm a 40 MPH DR IEss
ON RJRAL HIGHWAYS AM 45 MPH OR
1£SS N DEVELOPED URBAN 6 SUBURBAN
AREAS IF TXF3 DESIGN Cres. ARE
EXCEEDED STAroA9D CG -7 IS REQUITED.
D,
6"
r A A . D • ID e A i
THIS AREA GLAY BE CONCRETE
AT THE OPTION OF THE CONniACTOR
L,jIDS COMBINATION 6" CURB & GUTTER
QU2 VRLINN OFPNRTMENi OF 1Rg45MR{gigH
A
P e R14 ni 20)5
8 P
Typical Traffic C..W."
SMUMMORy o rM1,n AN R.glom. v
Pp
(Figu.Trcr.r)
Standard N(yI HA
1, FII' 11 n • term M¢Wmar, w1 rk m Ire Mian 3 d n divided n M1 M1
6 Y ( ) 6 Y 6 den wtler
Use. B 6 mblles lm buN aides Gf Netwdwuy shallM Nletlas shown (ROAD WORK
s otD"i'CWS®AE6DrugAD (W21 -51,R),
=
Wzl UAA(dAb #8 n Noo i , oe do ld Isel.sed. Fe &,XNTwp'.It.1WLess3Oasis In duration sign asxmbli s will Did, mo,
�I a on the M worst the shoulder hoAin
8
coses&aa» sign small se addsmd
tofhrt"Ide.
Gurdnnce
?. Sins adv ahmdd De 1300'-1500' or L/m/Tai Accer hi Uwe For dl ore•'rmdw s 11w J
8. , >8 f s g r n I %, he,v
om,IxgsB(Mdbe I,1, 45Xwrwrefhe postedspmdllmii4Sreakr Non 45 mph, ADAC 350'-SW'where
rheyosiMapsadllmlr is a5 nlph or lass.
Orr i3 n.'t e SHOULDER DL ONA fW21-511 Mine i IM c in. ro Rhesv miv be Freired where Hive
HIRCRICAENFOATININI.XvIsill I saw t t
4. Lot died durstion UEmN9M of GO minmcsInd ChArslizime dee. N. M
eliminated if. veNcic with IST-IFd h¢h-imk,viw amber roMe or R aline. ml A,,RIMilo lieh. is
wed.
SINNShrik
S. Viekto bmand ,.rote, Asmus shall no[ be IVH Instead Orth. venicleh blgh ledmilty amber
rntatlgJN.hl&!'SioNFULUN,11,1uv VehkleM¢ard warnin6 WHnalsnnMuaed......gement
high-Inuesily amber r.laling, IlaXhin,, Lo miillatin" Il,hNL
G. Taper length(L)and ehanoelhhadevke spacing shall beat the following:
Ch ... mirin, DOVNG Bpadn,
Loauon end oma lmph
0.35 ]s.
Tourromon Spacing 20• 40'.
TieVass, Saacin Oo' EO
Constowaon Access- OF 129
Sp1Wng may I,o mare stand to Uis dee nce,
but shall not exceed.. arms par V. mile.
1. nuP>nv. W'w ,,,uu,E•a,> Iwvnls q
wlMh ofaTaet or mole; OFURMlEtingdevkes
shall be us to close the shoo er n
M N
ashledi of Ne 'm NFEEN tapas b direr,
ti
hamflto remain wBhln iheaaveled
wry.
7. The b fir p 1ngN shollbesshownln Table GHJoO Page6n5 fo the mod speed limit,
8. A truck mounted attenuator CFAIA) strait M .it on the shadow blek no T.I.Rail Arce.M
highera,s and mult.4,mr riedws,x WHEN pmard r'ad'limit equal Igrealer OR. 45 mph for
than
NdmAM
uµern o wlNAdurad nMs 0. bimll., WMT. E
9. When a slue road,nMEAN t IN highway dAd. The: temporary lratne,<onlrol ,one, atldltbodl
traltk mnirol OeNees shall M placed Cor needed..
k Nevwvaa-PUN]$.
A
nPAdmis
SEE NOTE 1
SEE NVTEI
0+50
1+00 1+50 2+00 2+50 3+00 3+50 4+00
SIGHT DISTANCE PROFILE FOR PROPOSED ENTRANCE
ROUTE 863 - TYSON DRIVE - 35 MPH - 2 LANE LOCAL STREET
390' INTERSECTION SIGHT DISTANCE REQ'D
2 -2222 --
TYSON DRIVE-ROUlE861
Tailort-momm
SO'&0.W-Da 733, PG 517
GENERAL NOTES
Speen Umn
pn)
B
Lat.voimlFeaH
l0 11
12
- 25
BS
105 1`116/
CONFMApN110H.
125
OU
1S5
IN 1
105
15o
35
IBS.
.'205
.225
245
40
240
27D
Sea
'320
AS
:APS.
46D
ADS;
SBL,
50450
500
550
500
55.
AM
656.
CURB
560'
60
640
600
W
720
55
SUP
NA)
'715
AN
76
1 filo
'TW
T70
BT
MinForm, own, YmSBu br Limned Aeons
N mesa ay,eabn lobo NeL
s,NGkXCTFWVs,vmSm.
0' ARE USTEO N THE ALLOWABLE ENTRHICE GRADE
TARE. RESE VALUES NS HJT MR-C.WLE TO STREET
Ch ... mirin, DOVNG Bpadn,
Loauon end oma lmph
0.35 ]s.
Tourromon Spacing 20• 40'.
TieVass, Saacin Oo' EO
Constowaon Access- OF 129
Sp1Wng may I,o mare stand to Uis dee nce,
but shall not exceed.. arms par V. mile.
1. nuP>nv. W'w ,,,uu,E•a,> Iwvnls q
wlMh ofaTaet or mole; OFURMlEtingdevkes
shall be us to close the shoo er n
M N
ashledi of Ne 'm NFEEN tapas b direr,
ti
hamflto remain wBhln iheaaveled
wry.
7. The b fir p 1ngN shollbesshownln Table GHJoO Page6n5 fo the mod speed limit,
8. A truck mounted attenuator CFAIA) strait M .it on the shadow blek no T.I.Rail Arce.M
highera,s and mult.4,mr riedws,x WHEN pmard r'ad'limit equal Igrealer OR. 45 mph for
than
NdmAM
uµern o wlNAdurad nMs 0. bimll., WMT. E
9. When a slue road,nMEAN t IN highway dAd. The: temporary lratne,<onlrol ,one, atldltbodl
traltk mnirol OeNees shall M placed Cor needed..
k Nevwvaa-PUN]$.
A
nPAdmis
SEE NOTE 1
SEE NVTEI
0+50
1+00 1+50 2+00 2+50 3+00 3+50 4+00
SIGHT DISTANCE PROFILE FOR PROPOSED ENTRANCE
ROUTE 863 - TYSON DRIVE - 35 MPH - 2 LANE LOCAL STREET
390' INTERSECTION SIGHT DISTANCE REQ'D
2 -2222 --
TYSON DRIVE-ROUlE861
SO'&0.W-Da 733, PG 517
GENERAL NOTES
s --- ss� _-s
L W,EN USEII N CONJUNCTION WILD $TAfiONdT CG -3
-s =_
150' / S1vNT DISTANCE
OR C6 -T, TIE CLNO FKE QY TINS STA`AARE C: TO
BE )DAISTEsi TO &MM TLE YM EZ" CIAB
PROPOSED LOW VOLUME
VDOT CG -11 ENTRANCE
4+50 5+00 5+50
--�-�---�----2222-- � ��---
,-
-------------2222-- --2222-- 2222- `-
390'
13 1
I I
A nI STREET APPROACH Sue SURFACNC
(RA NIS TO DE AS I '.0 I
GENERAL NOTES
AS MANpS ROADWAY ISEE NOTE 3)
SH ON PLNISI A
L W,EN USEII N CONJUNCTION WILD $TAfiONdT CG -3
-
IRADINS TO BE AS
ApWN ON PLNr51
OR C6 -T, TIE CLNO FKE QY TINS STA`AARE C: TO
BE )DAISTEsi TO &MM TLE YM EZ" CIAB
r
CC -10R CC6 L----
CONFMApN110H.
J
z SEE ST"ARD CG -12 FOR CURB RNP DESI N TO BE
2222 9 �r SOEWAUK
EEEAur
USED WGH TNS STNIOARD,
I -----
!,
vie 51 OPLxM'At UNPAVED SPACE
�
LOW LNE�
J. LWxLNE PAVEIENi SHALL BE CONSTRUCTED TO THE
RAW LINE 0GICEPT AIV SUBGRADE STABL¢ATgx
` ___
RECIPE, FOR YA41NE PAVEMENT MON CAN BE
EMIlISION
MA E%PAESDN
CHATTED N THE EMRNCE3
`q6N
t. RA1YK CIIN Ont COIPoNAtKN CIA90 AVD GlliiEo
NOTE: WIDTH 'S' 2'-0" OR AS INP wN1LNE ROgWAY
BEYBEER THE WW LINE
SHOWN CN TYPICAL Sconce. A
GCFpL TLgF�QE TEPURPOD
REPUsel
PLAN VIEW
ENTRANCE NOTES
S.WHEN
THE ENTRANCE Final CANNOTTE THE
.M RO.AY CLOSE
TURANG
TRAYIC
EO HEAVY ELTRLCH
RECURENIS OF
THIS DEPIX FOR SIOEWANI L CURB RNVS
o
W1TRW
tN- LIMAS OF THE RAMISIDULD BE
IWIMPA ,LIC WVE ENTRANCE MY)
INCREASED
TO r. RIFF CO -Col
EDGE oF-vgvEUExr OR
EOPTDGE OF
FLOW LM--.
EX poen O.
ST -OPE CHARGE ® - ---- D
S. PLANS ME M WATE wIM CONSTRUCTION OF A FLOW
*ti
LAS 6 REOURES TO PROVIDE PoSTIVE DRNINGE KRO55
M.rN.LE ROADWAY
P- NOTE T)
THE ENIR M'
Bx MINI. �, D
7. THE OESNA e AND NAVIaW ENTRANCE GRADE CHM'GEB
BLOPE CWNGE
_-- D
0' ARE USTEO N THE ALLOWABLE ENTRHICE GRADE
TARE. RESE VALUES NS HJT MR-C.WLE TO STREET
s'
2�0'
COWECIItlS.
G Eo�
INTERSECTION NOTES
B. WHEN CG -116 USED FOR STREET CONNECTIONS TIE
® CIX6TRVCi CRUDE CHANCES ACTH A PA4MOLIC CURVE.
�OTPDONL� NN 1. �IC/NBLE n""gA�L Wou
s
A -
IMF
CEOUsX'REwff14G sT°PRiG
SECTION A
SIGHT DERANCE AND N vNLERELLE.
15..
P. OPTIam ROWLNI MAY REQUIRE .. OF A
PoHENY OF IXRER TO PROVIDE POSITIVE. gRNY4E
IgN55 THE NIERSECTgN
ALLOWABLE ENTRANCE GRADE CHANGES
Cl/55 Al`
yL,p
� '>-'-'C' A
ENTRANCE VOLUME 'AIDE �CT6WGE
(HE.S�)TE
_
'e.', e.
DESL¢AWE uAXwu
`
XIW1 YORE TxAY 15M vPD 0z 3!
1EDWY OM-Ro0 VPD s3se 6x
1
SECTION C -C
Low Loss THAN aoo VPD sax Bx
NOTE: NLOWMUE ENTRANCE GV ME TABLE 6 HOT
MM1CME I.To STREET C CTF
PEFEgAa«
REFEeFWi
METHOD OF TREATMENT
�VDOT
ROAD /HIT OGDfiE STAIR
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)
502
REV6DN DATE
I Error
VR4TNA O MTYENT OF TRNANYORTATOR
20;
Station, ry OlK.timt m) a Shoulder
(Figure TTC4.1)
W,•.2
I 1 IM, M RNNEo0. 1*10,
TASK GOAT THE PROPOSED
CONSTRUCTION JOIM7EM51WYER$ - PROPOSER ASPNNT UYEflS
SU8a0.4 PROPOSER JJ -C
COMPACTED SUBG4.rDE
CONSTRUCTION JOINT DETAIL
® REMOVE ENSTNO ASPHALT LAYERS TO EXISTING $LBaASE AND REPLACE WITH PROPOSED ASPH LT VEDERNG LAYERS
® PROPoSCD LRi4UN IV, WON RAG< ASPHALT SURFACE COURSE (SEE NOTE 5)
IF MR M"M 12 INCHES, ON GREATER AS NECESSARY TO MET THE FULL TRICXNESS OF EXISTING ASPIVLT LAYERS
AS No
BY CORES (SEE AGIE 31
NOTES:
1. ASFHALT PAVEMENT WDEMVG SHALL HAVE A PAVEMENT DESIGN W ACCORDANCE W?N WHERE NOT PROCEDURES AND BE MPROVEO BY THE ENGINEER.
2. THE SUNURFACENTDESIGN FOR ASYNA-T PAVEMENT DRANM.E THE EXRRIG AVO PRGPOENING ESS PAVEMEEMEET OR NTT$NKL BE CEED THE ADDRE55ED DEPTHS
THE PAVFNEAT DESIGN, LAYERS OF EY1SiNC PAVEYEIR.
3. A 14NW WLE THE TYPE AND THICKNESS OF EYISiNG
PAVER
4. THE AD-- _.:IALT SURFACE COURSE i0 MATCH THE
PROPOSED
INS THAN 5' NNS EFREC.•.c .vm.mc ,.n.mrua. AN ACCEPTABLE PAVEMENT CROSS -SLOPE
6. EXITING PAVEMENT MARWM1tS NO MARIERS WITHA THE PROJECT LIMITS SHALL BE RESTORER SLBAsCT TO > MPROVNL OF THE ENGINEER.
7. FINN SMALL
PAVEMENT To -N SHALL CONFORM To INE REQUIREMENTS OF SECTION 300510 OF THE SPECIFICATIONS EXCEPT THAT M.L LENTS
AT TE -IN LOCATIONS SXL BE TESTED USING A 10 FOOT STRNC"TEDGE A ACCORDANCE WITH THE WITH OF SECTION 36.07(o)OF THE
GPEGPIG.X5g,
Pm,{e6H:15 Pe,e 611.52 ApN22015
G2O2ly)
/- Rrr:120�
ZRWOWMEHICLE
RECURRED
TMA REQUIREMENT SEE NOTE 0
ILLUMINATED FLASHING
JUASMODE
ER (CAUTION AIOOEj
„_-- ttPEBORC
SEE NOTE
Mtd6R
LVN 1
Typiral TfBRc Cmarnl
Lune Ck Nrw No, a 73:W-Lmm,!Zsmhv UXMK lFa•Km
b
(Figure Tl'C-E3.n
NOTES
Gmdmas
1. S�Bn syadnS disranre shoafdbe 330'>OOaIAry NraDasmdsDaed hmRis dS mDh or less, and300'B00'
whrre rheDmkd �edlrnuus grsmor 'hon l3 mph.
Core'mVdd be ettrdud when eurabl"Ii, the N"', fll k r - : posvhle
Go,&Farce In advance nfrheJlrsgger srwan OMR r A do 11. pn,Id.pedT dao
d,nsr a9nat oo w Smnrar than IIm valvas In Tabin Nf 3 CFYM,,Jly OMRS e m sY;Y C slloAkf rm'o a
elearbee ofsightf...11.....JicJ/.xRgersymb.J. Nrheflogger
Uodon.
3. WTere RieM1t-o[-\Sar or acommric wrdidolV ,rwvem he um ufl8'x48"niQns. 3G"M3G-si¢ra mesa be
REA
Standard:
4. Foa,j.,urfii shall be located rare .... 1, In advance orlha work apace to parnit ap,.XsWug
frame to rtomrs,red andlor Wop before passing the work space and allow suftlrlent dlshnae tar
di,entNB trance No the len Nae to este. to the debt lase before reaeblvx opposivR huffs, (see
Took 611-3.. Pada 6RLS,
5. All to FeA shall be Mae Leri R d word bare n t f moa 1 in taco- p Mm 4m whom
performing la,pngMonte, ereS wo 6E01, Q.41fle.flore, for )
6. Cnac 11NI-IFINII M�"9..8pApAFIS9.a1s4f1:a091?RY91Lµ1R.1LiT1t 6lL.4 MPSeZ:fiH.
7. A sholow Yehel, with at least one high Intemlot, ..her totaling, LigggNp4grr� WFUlafing right
shall be perked St E0' toadam"of the first work crew.
8.-.t x, kmemal nes MrrapmG iY,a! ,eato eadcance warm o taco v nanran
Frother
c a <r
p r/an y:w„a lmef bean RerRFrARen Tn Star(W3+Q s d ,mY,4JL�ymd r/,i@,
neoaFlss`smrFEao.Dunb.Ae'£rrlpsiP�.Tfi>3}, ahalrwb rg',medae,.Enr r d„rw,eE.
10 ryBen Ibhway i/c.m,"MR,"rom fh N w'N'm aro aM1tu anr:Fared Ufm1
N. rvs W g f wn OEs don Ian m. n .Ihl etre l no Sh IN, hI,1N A,,VM1-do crn"'ng rho
Re ov,.q ,,Or, mmol moa zhowdlM XoVMX Asa shay Thr kar<riran area precede NAahigrnv.n rail
rOasir,g(sts FiRwe ITC -56f., Nkldiwral of ranmmn ov hgb ,A,_,A!<rwsing•9
Standard:
11. At nigb4Oaggerrtatinnxshall M1e i,nmionteJ, except in rmeryenewa (arc Scetlnn 6F.ON).
tJm�n
12 Con. mm be Flm mated when u ,A n lot ethitle oxral on or when at foul roadway with is LO
i<n orleu.
1: Pnlim I-LIR.IS
.A"imli
PAVEMENT WIDENING
VWGBM DEPARTMENT OF TRANSPORTATION
Lmc Closure DD a Two -r.B02 Rmdwa' Using Fogge.
en
(Figure 11C 23.1)
;ERS
40a.'n191:
o -
1: Rn'i<inol-Y'1/3015
G2ov(V(
woe
109
W-120'
SINDOW VBIICLE
REQUIRED
SEE NOTE 4
SEE
NOTE 1
SEE
NOTE
SEE
NOTE
SEE
NOTE 1
SEE
NOTE
Su
POS, 611-53
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FILE NO. 0523
SHEET 6 OF 8
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ysem�y,` 6BE No?E 14:
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FILE NO. 0523
SHEET 6 OF 8
f
—W W w
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�
TREAT WOODEN PANELS WITH
\♦
�����
Widen ond'=m
Calculation
�
e
hale. /n veal, /
rn
baNd7/ling
oW
Impervious Area > 100,000 sf
1 per 5,000 sf
C
from mot bap.
o
0
d -I for water
Uld
V)
Nig rasa r
tmfaYw-poM orer
'0
or 67.
be Instal/ed)
C
Leave solid .oil pe���fol - do not
Dig hde 2-3 amu
�-g+em
dig deeperhkan ball depth
o^
0
CO
U
BALL & BURLAP SHRUB
I
O7g hoe 2-3 limas ape bap width
70
C
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N
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-0
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(4k
WATER SEALANT LnVi - V�
TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE
PANEL. INSTALL ON 4'X4"X8' TREATED POSTS SET 3'
DEEP.
DUMPSTER & SCREENING
FENCE DETAIL
N.TS.
TREAT WITH WATER SEALANT
TYPICAL 36" TALL PICKETS INSTALLED ON 4'X4'X5'
TREATED POSTS SET 24" DEEP.
OPTIONAL HEADLIGHT
SCREENING FENCE IN PLACE
OF (49) 36 If SHRUBS
N.TS,
Prune out any dead or
broken branches, remove
o/l tags, lobes, sWrpe,
w/rea+ efa Nora plan.
2-J' mukh
Saucer set top o/ root ball
`�-.-.11'r'1�1��� / �* pros •'-2
CONTAINER GROWN SHRUB
Saucer
Remove container, use
sharp blade !o make
four 1/4 =1- cub the
/an of boll and cut a
1 e' X on bottom of
ball.loosen compacted
roots.
Prune out any dead
or broken brom.'hes.
1---- Remove all etc
tag: kbe1s
eWrg: what . /ham
plant
f' mulch
Set top of root ball
eeqqual to or 1-2'
above grade.
Prune codam,nont
Prone
chase
Remove tags and
Cut away all bolting ropes
Remove top of wire basket
DO NOT prune farm/nal
. , leader or bonah 11C
Prune narrow crotch
angles & water spouts
,prune broken branches
Prune suckers
2' 3" mulch kept
/pray ham bunk
Sol/ veep to
at
'contain water
Baakrill ea/l
SHRUB PLANTING DETAIL
(NOT TO SCALf)
TREE PLANTING DETAIL
(NOT TO SCALE)
_ � S
N
LANDSCAPING NOTES
1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and
utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and
be well branched.
3. The planter shall guarantee all plants for one year.
4. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to
the owner.
5. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
6. All planting shall conform to with § 165-203.01Bof the Frederick County Zoning Ordinance. (Plant selection, planting
procedures, and maintenance).
NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES
NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS
NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES
SEEDING SCHEDULE (PER SECTION 3.32 OF VESH)
1.) Topsoil will be spread at a minimum depth of 4".
2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs
per 1000 square feet (2 tons per acre).
3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre).
4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtail
Millet, and 5% Red Clover at 200 lbs per acre.
5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and
anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre.
30' 0' 30'
GRAPHIC SCALE
Site Data
Trees
Widen ond'=m
Calculation
soa -hove--_
1 per 10 Stalls
hale. /n veal, /
Impervious Area < 100,000 sf
baNd7/ling
Remove rope & burlap
Impervious Area > 100,000 sf
1 per 5,000 sf
0
from mot bap.
Rwroa cmlahu and .0
'
d -I for water
Uld
864 sf = 24% provided
Nig rasa r
tmfaYw-poM orer
or 67.
be Instal/ed)
^e'd- h kp ae Ocrsaie r
Leave solid .oil pe���fol - do not
Dig hde 2-3 amu
�-g+em
dig deeperhkan ball depth
width of root ball.
BALL & BURLAP SHRUB
I
O7g hoe 2-3 limas ape bap width
SHRUB PLANTING DETAIL
(NOT TO SCALf)
TREE PLANTING DETAIL
(NOT TO SCALE)
_ � S
N
LANDSCAPING NOTES
1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and
utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and
be well branched.
3. The planter shall guarantee all plants for one year.
4. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to
the owner.
5. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
6. All planting shall conform to with § 165-203.01Bof the Frederick County Zoning Ordinance. (Plant selection, planting
procedures, and maintenance).
NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES
NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS
NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES
SEEDING SCHEDULE (PER SECTION 3.32 OF VESH)
1.) Topsoil will be spread at a minimum depth of 4".
2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs
per 1000 square feet (2 tons per acre).
3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre).
4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtail
Millet, and 5% Red Clover at 200 lbs per acre.
5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and
anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre.
30' 0' 30'
GRAPHIC SCALE
Site Data
Trees
Requirement
Calculation
Parking Stalls
1 per 10 Stalls
8/10 = 1
Impervious Area < 100,000 sf
1 per 2,000 sf
27,108/2000 = 14
Impervious Area > 100,000 sf
1 per 5,000 sf
0
DW
Kousa Dogwood
15
Green Area in Lot 1 5% of 3,572 = 179 sf 1
864 sf = 24% provided
Trees
Symbol
Common Name
Botanical Name
Planting Size
Mature
Quante ty
Height or Caliper
Height
DW
Kousa Dogwood
Cornus Kousa
2" Caliper
25'+
i5
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DATE: May 1, 2019
SCALE: 1" = 30'
FILE NO. 0523
SHEET 7 OF 8
FREDERICK COUNTY FIRE MARSHAL NOTES
SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" NO
NO NO
1k
PARKING
NO NO STANDING
FIRE LANE
PARKING PARKING
STANDING STANDING
FIRE ME
D103.7 Curb Designation, Where curbing is provided adjacent to fire lane, it must be
�
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o0 00
SECTION D101 GENERALNO
D101.15cope-Fire apparatus access roads sha/lbein accordance with this appendixandallotherapplicable requirements ofthe lnternationalFireCode.
SEC77OND102REQUIREDACCESS
PARKING PARKING PARKING
FIRE LANE
.,_
painted yellow within the limits of the fire lane. In areas without curbing a 6 inch yellow
+ N d
D N L�
D101.SAccess and loading - Facilities,buildingsorportions of buildingshereafter constructedshal/beaccessible tofire department apparatus byway ofan
OR OR OR
line shall be applied to the edge of pavement. Paint shall be highway traffic grade.
e
approved fire apparatus access road with an asphalt, concrete or other approved driving surfacecapab/eofsupportingtheimposedloadoffireapparatus
STANDING STANDING STANDING
O o 0
weighing at least 75, 000 pounds (34 050 kg).
U
SEC77OND103MINIMUM SPEGf/CATIONSFIRE
LANE FIRE LANE FIRE LANE
y--
D103.1 Access road width with a hydrant - Where a fire hydrant is located on a fire apparatus access road the minimum road width shall be 26 feet (7915
mm), exclusive ofshoulders (see figure D103.1).a
^
No More Than 50 feet
u
6 6 L
�
C
t�
D103.2 Grade - fire apparatusaccessraadssha//natexceedl0percentingrade. Exception: Grades steeper than l0percentasappravedbythe firechief.
Between Signs
7� �I
D103.3 TurningRadius - The minimum turning radius shall be determined by the fire code official.
D103.4 Dead Ends - Dead-end fire apparatus access roads in excess of150feet (45720mm) shall be provided with width and turnaround provisions in
accordance with Table D103.4.
n
wording with Standard wording with Standard wording with
the bottom the bottom One
��
6 6
C u
O 0 N m
z
TABLED103.4REQU/REMENTSFORDEAD-END FIR£APPARATUSACCESSROADS
an arrow on an arrow on
an no ansign
pointing to the right, pointing to the left. One mountedparallel to the
a c
�p
LENGTH(feet) WIDTH(feet) TURNAROUNDSREQUIRED
1. Length O'-150 '
One sign mounted sign mounted parallel to line of curbing or
parallel to the line of the line ofcurbing or pavement.
U) a i
curbing or pavementpavement edge at the
a. 20' width required,
Li. no turnaround required
edge at the end of the end of the painted area.
Limits of Fire Lane
Curbs shall be identified by a 6 inch Rolled curbs shall be identified by a 6 Roads with no curbs shall be identified
i
c rp c v
2. Length 151'-500'Cz
painted area.
yellow paint stripe on the top and side. inch yellow paint stripe to the top. by a 6 inch yellow stripe.
M o
a. 10' width required
b. Turnaroundrequired:120'hammerhead, 60"'Y; or96'diametercul-de-sac
3. Length501'--750'
a. 16'width required
b. Turnaroundrequired::120'hammerhead, 60"'Y", or96'diametercul-de-sac
4. Length greater 750'`
a. Special approvalrequired
D103.SFire apparatus access roadgates
I
Gates securing the fire apparatus access roads shall comply with all of the following criteria:
1. The minimum gate width shall be 20 feet (6096 mm).
2. Gates shall be of the swinging or sliding type.
3. Construction ofgates shall be of ma terials that allo w manual opera tion by one person.
W W W
4. Gate components shall be maintained in an operative condition at all times and replaced or repaired when defective.
I /
5. Electric gatesshall beequipped with ameans ofopeningthe gate byfiiredepartmentpersonnel for emergency access. Emergency opening devices
W
GONIA
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LU
shall be approved by the fire code official.
W W
W W y W W 1i{t
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6. Manual openinggates shall not be locked with a padlock or chain and padlock unless they are capable of being opened bymeans of forcible entry
I
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tools or when a keybox containing the key(s) to the lock is installed at thegate location.=
ii
7. Locking device specifications shallbesubmitted forapprovalbythe fire code official.
j 'i r U)
8. Electrlcgate operators, where provided, shall be listed in accordance with UL 325.
¢ �Q
9. Gates intended for automatic operation shall be designed, constructed and instal/ed to comply with the requirements ofASTM F2200.
Q
D103.6Signs. Where requiredby the fire code official fire apparatus access roads sha#be marked with permanentNO PAMING -FIRE LANEsigns complying
D
with Figure D103.6.Signs sha//have a minimum dimension of 12 inches (305mm)byl8inches(457mm) high andhaveredlettersonawhite background.
I
W, W
Signs shall be posted on one orboth sides of the fire apparatus road as required by5ection D1036.1 or D10362.
D103.6.1 Roads 20 26feet in lane in Section 106.3shall be both fire that 10 tof
to width -Fire signs asspecified posted on sides of the apparatus roads are
feet
2 y W o
16 wide.
0103.61 Roads more than 26 feet in width - Fire lane signs as specified in Section 106.3 shall be posted on one side of fire apparatus access roads more
I
0.5
2 ¢ z
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C
than 16 feet wide and less than 31 feet wide.
SECTION D104 COMMERGAL AND INDWRL41 DEVELOPMENTS
\�
f
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I
D104.1 Buildings exceeding three stories or30 feetin
- -
W F`
Buildings orfoci/it/es exceeding 30 feet (9144 mm) or three stories in height shallhave at/east two means of fire apparatus access (oreach structure.
I
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0104.1 Buildingsexceeding62 00Ds uare feet In area
Buildings orfact/es havina gross buildin area of more than 62,000square uare feet 5760m2 shall be rovided with two separate and a roved fire apparatus
g g L g q ( ) P P PP PP
W o INSTALL "IVO PARKING
n FIRE LANE SIGN D
Z,
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x o¢_ 0
accessroads.Exception: Projects havingagrossbuilding area ofupto124,000squarefeet (11520m2) that have asingle approvedfireapparatus access road
S -
o 0
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when all buildings are equipped throughout with approved automaticspiinklersystems.
cc PAINT CURBING YELLOW
v o o o
D104.3 Remoteness
W m
o N
Wheretwo fire apparatus access roads are required, theyshallbeplaceda distance apart equalto not/essthan onehalfo(the/engthofthemaximum
ti
overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses.
SECAOND105AERML F/REAPPARATtfSACCESSROADS
s
o
"'
D105.1 Where required
l
w
Where the vertical distance between thegrade plane and the highest roofsurface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads
shall be provided. For purposes of thissection, the highest roof surface shall be determined by measurement to the eave ofa pitched roof, the intersection of
the roof to the exterior wall, or the top ofparapel wal/s, whichever isgreater.
FH
�w
D105.2 Width
Aerial fire apparatus access roads shall have a minimum unobstructed width of16 feet (7915 mm), exclusive ofshou/den, in the immediate vicinityof the
l
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o
building orportionthereof..
D305.3 Proximityto building
\
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Y
o
At least one of the required access routes meeting this condition shall be located within a minimum ofl5 feet (4572 mm) and a maximum of30 feet (9144J
mm) from the building and shall be to one entire side of the building. The side of the building on which the aerial fire apparatus access
®
>
Z
U
n
positioned parallel
/
z
road is positionedshallbeapprovedbythe fire code official.
j
a
a
D105.4 ObstructionsCe
I)c
Overhead uti/ityandpowerlines shall not belocated over the aerial fireapparatus access road orbetween the aerial fire apparatus roadandthe bui/ding.
/
a
a
Other obstructions shall be permitted to be placed with the approval of the fie code official,
l
§ 90-0 General requirements. The following requirements shallapply to all construction orland development activities in areas of the County to which thisLU
article applies-
N O
o
A. Means of access forFlreDepartment apparatus.
N
(1) The means of access forfire Department apparatus andpersonnelshallconsistof fire lanes, private stree4 streets, parkinglot lanes ora combination
- -
thereof.
(2) Parking inanymeansofaccesssha/Inotbepermittedwithin15feetofafirehydrant,sprinklerorstandpipeconnectionorinanyothermannerwhich
will obstruct or interfere with the Fire Department's use of the hydrant or connection.
(3) "No parking"signs oranotherdesignation indicating that parkingis prohibited shall be provided at all normal and emergency access points to
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structures and within 15 feet of each fire hydrant, sprinklerorstandp/pe connection.
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A Fire lanes.
(1) The Fire Marshal orhis/her designated representative, in concert with the local volunteer fire company, may designate both publicand private Are
lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shallbe marked in a manner prescribed by the Fire Marshal or
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his/her designatedrepresentative.Parkinginadesignated fire lane shallbe controlledby Chapter 158 VehiclesamlTraffic, of the Frederick County
Code.
(2) Fire lanes shall be at /east 20 feet in width, with the road edge closest to the structure at least 10 feet from the structure, be constructed ofa hard
all-weathersurfice adequatelydesigned to support any fire apparatus likely to be operated in such fire lane orbe ofsubsurface construction designed
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to the loads the be than three inches be designed radii of
support same as above surfaces and covered with no more of soil orsod, orboth, and with
length to forsafe turningby fire likely to be fire lane
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sufficient allow any apparatus operated on such
(3) Fire lanes connecting to roadways or streets shall be with curb cuts extending at least two feet beyond each edge of
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publicstreets, private provided
the fire lane.
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(4) Chains or otherbarriers may be provided at the entrance to fire lanes orprivate streets, provided that theyare installed according to the
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requirements of the Authority Havinglurisdiction.
C Parkinglotlanes-Parkinglotlanes shal/have a minimum of 15 feet clear width between rowsofparkedvehic/es for vehicularaccessandmovement.
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D.(1 At least ofstperimet
11) At /east three perimeter walls ofallindustrial, commercial, public orsemipublic orresidential structures with three or more dwelling units perstructure
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shallbewithin 200feetofastreet, firelane, orprivatestreet
(2) Structuresexceeding30feetinheightshallnotbesetbackmorethan50feetfromastreet,firelaneorprivatestreet
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When fire facilities, including but limited fire fire
(3) any combination of private -protection not to -resistive roofs, separation walls, space separation and
automatic fire-extinguishingsystems, is and approved by the Fire Marshal orhis/herdesignated representative as an acceptable alternative,
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provided,
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Subsection D(2) shall not app/y.
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(4) The fire Marshal or his/her designated representative may, in concert with the local volunteerfire company, require at least two means of access for
fire apparatus to a//commercial and industrial structures. Those access ways shall meet the requirements of Subsection 8(3).
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(5)Landscaping orotherobstructions sha/Inotbeplacedaroundstructuresorhydramsinamannersoastoimpairorimpedeaccessibility for fire -fighting
and rescue operations.
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E Watersupply.
(i) Watersupp/ysystemsshallbedesignedsoastobecapableofsupplyingatleast1,000gallonsperminuteat20poundspersquareinch.Water
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supplies shall be made available and operational before combustibles are on site during construction.
(2) /n areas developed with single-family detached or duplex dwelling units, there shallbe afire hydrant within 400 feet of allunits. In areas developed
LIGHTING SHALL CONFORM TO FREDERICK COUNTYZONING
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with three to five dwelling units perstructure, there shall be a hydrant within 300 feet ofallunits. In areas developed with six or more dwelling units
ORDINANCE § 165 201.07
perstructure, there shall be at least two hydrants within 300 feet of all units. In areas developed with industrial orcommercial development(s), there
hydrant is dedicated there
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sha/lbe a hydrant within 300 feet ofa// portions ofanystructure. Where one to the operation of standpipe system, shall
be at least one otherhydrant meeting the distance requirementsset forth above. The hydrant dedicated to the operation of the standpipe system shall
All outdoor lighting fixtures shall be designed, shielded, aimed,
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not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along center line roadwaysunaces ora/ongsurfaces
located and maintained to shield adjacent properties and to not
(J)
meeting the requirements of fine lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shall be directly from a
produce glare onto adjacent properties or road rights-of-way.
roadway and/or fire lane.
Parking lot fixtures and light fixtures on buildings shall be
(3) Fire hydrants shall be marked in accordance with the Frederick Countysanitation Authority policy.
full -cutoff fixtures.
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(4) Fire hydrants located in parking areasshall be protected bybarriers that will prevent physical damage from vehicles.
(5) Fire hydrants shall be located within three feet of the curbline of fire lanes, streets or private streets when installed alongsuch access ways.
Building -mounted or wall -pack lighting fixtures shall not be
DATE: May 1, 2019
(6) Fire hydrants shall be installed in accordance with the standards of the Frederick County Sanitation A uthority.
(7) Threads on fire hydrant outlets shall conform to Frederick CountySanitation Authoritypolicy.
mounted more than 25 feet above the finished grade of the
SCALE: 1" = 30'
(8) Fire hydrants shall besupplied bynot less than asix-inch diameter main.
HUBBELL WP -1 FULL CUT-OFF
building. These fixtures shall be shielded (full -cutoff) so that the
FILE NO. 0523
F. Fire protection dur/ngconstruction . Trash, debris and othercombustible material shall be removed from the construction site as often as necessary to
MODEL # WP2CH175QT light source is not visible from adjacent properties or road 30' 0' 30'
maintain a firesafe construction site.
WALL PACK LIGHTING WALL -PACK LIGHT DETAIL
rights-of-way. Non -cutoff wall -pack lighting fixtures shall not be
SHEET 8 OF 8
G. Plans. Complete as-builtbuildingfoorp/ans,siteplansandplansoffire-suppression systems sha/lbesubmitted to the Chief Building Olfrcialandfire
WITH GLARE SHIELDING OR EQUIVALENT permitted.
Marshal, or theirrespective designated representatives, pnorto issuance of the final certificate of occupancy.
GRAPHIC SCALE