HomeMy WebLinkAbout41-19 Site PlanLEGEND
EXISTING FEATURES
MAXIMUMDAILY
USE (GALLONS)
MAXIMUM PEAK
FLOWRATE (GPM)
EXISTING EDGE OF PAVEMENT ----
EX EP
1 15
EXISTING EDGE OF GRAVEL
EX EG
-
EXISTING CURB AND GUTTER
EX CG -6
75'
EX. INTERMEDIATE CONTOUR -----------------48
-----------------
25'
EXISTING INDEX CONTOUR ------50---------
Building Data
Type of Construction
EXISTING SPOT ELEVATION
X 50.0'
30, 000 sf
EXISTING TELEPHONE LINE _T - T
- T - T - T -
T -
EXISTING SANITARY SEWER s - s
- s - s - s -
s -
EXISTING ELECTRIC SERVICE _E - E
- E - E - E -
E -
EXISTING GAS LINE -E�---�--
C
Office (2600 st)
1 per 250 sf
EX. 15" RCP
-
EXISTING STORM SEWER
Lakes & Ponds
0 acres
EXISTING FENCE LINE ■ - ■
- ■ - ■ - x -
s -
EXISTING DITCH LINE
O
a
EXISTING WATERLINE W/ TEE - w - w
- w - w -{ T}-
w
EXISTING FIRE HYDRANT
CW EX. FH
21
EXISTING WATER VALVE _W -W
-W --(>--w -W
-W -
EXISTING REDUCER w - w
- w ->- w -
w -
EXISTING TREE DRIP LINE
0%
PROPOSED FEATURES
Retention Areas
o
PROPOSED EDGE OF PAVEMENT
PROP EP
ca,J
PROPOSED EDGE OF GRAVEL
PROP EG
0 acres
PROP. CURB & GUTTER
PROP CG -6
PROP. REVERSE CURB & GUTTER
PROP CG -6R
0 acres
PROPOSED CONTOUR
50
PROPOSED SPOT ELEVATION
+50-QQ
36
PROPOSED STORM SEWER PROP. 24" ADS
PROPOSED SANITARY SEWER - s - s
- s - s - s -
s
PROPOSED TELEPHONE _T - T
- T - T - T -
T -
PROPOSED ELECTRIC
PROPOSED GAS LINE
Handicap Spaces
2
PROPOSED WATER LINE
PROPOSED WATER METER
(2)1"WM
PROPOSED FIRE HYDRANT
PROP. FH
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
Loading Spaces (1:40K)
NEIGHBORING PROPERTY LINES
4
EASEMENT LINE
PROPERTY CORNER FOUND
Q
PARKING SPACE TOTALS
12
ADA HANDICAP PARKING STALL
SIGNS
a
SANITARY MANHOLE IDENTIFIER
O
STORM DRAIN STRUCTURE IDENTIFIER
M
LIGHT POLES
LOCATION OF TEST PITS
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING - - - - - - - - - - - LCG
INLET PROTECTION ® /P
OUTLET PROTECTION ® OP
CHECKDAM CD
DIVERSION DIKE
SILT FENCE W/ WIRE SUPPORT - x - x - x - z - SF
RIP RAP
SEDIMENT TRAP
CONSTRUCTION ENTRANCE
FREDERICK WATER CONSTRUCTION NOTES Rev. Feb. 2018
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 ha ve the meter box assembly installed correctly.
Before a permanent meter is installed.
a. The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 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 %'x-% ", la ", 1 ", 1 %z"and 2" water services
//. 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 shall also have a fire service 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 approve 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
AVERAGEDAILY
USE (GALLONS)
MAXIMUMDAILY
USE (GALLONS)
MAXIMUM PEAK
FLOWRATE (GPM)
300
1 600
1 15
THESE NUMBERS ARE ESTIMATES FOR 14 EMPLOYEES
AND WASH BAY
GENERAL NOTES
1. Permits must be issued from VDOT prior to any construction in a public right-of-way.
2. The Manual on Uniform Trak 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. All 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.
11. 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 -D698,
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
InternationalB itdi'ng Code/2009 Other codes that apply are ICC/ANSI A1171-3-03 Accessible and the Usable Buildings & Facilities.
2. Proposed 22,000 sq it single story warehouse/business shall comply with Chapter 5 for height and area (7503). Limitations for type of construction in
Table 503 of the 2009 IBC and fire Protection shall be installed as required in Chapter 9IBC.
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Building shall comply with ANSI Handicap A11 Z 1-3-03 for parking, entrance and egress. All required egress shall be accessible.
3. d 9 PY p P 9� � 9 9 9
4. Landings at d ors shall not exceed 1:48 sloe and thresholds shall not exceed 0.5" and walkways e,Signages shall not exceed 1:20 slo • HC shall
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comply with USBC 1106.8.
5. 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.
6. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits.
7 Maximum slope across handicap parking stalls shall not exceed 2% handicap signage shall comply with USBC 1106.8.
8. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1007.8 18C. 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 Marshals 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 hydrants to the direction as determined by the Fire Marshall.
4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited.
5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed
RESPONSIBLE LAND DISTURBER
THE DISTURBED AREA DOES NOT MEET THE MINIMUM
CRITERIA REQUIRED FOR A LAND DISTURBANCE
PERMIT OR STORMWA TER MANAGEMENT.
VDOT GENERAL NOTES Rev. June 2013
Vl. -"I rvork a� 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 Regu/ations, 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. All 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 VOOT 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 VDOT or private /public utility companies. It is the sole responsibility of the developer to locate and identify
utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify
the developer from this responsibility.
V5 Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed
necessary by VDOT. Any additional expense incurred as a result of any 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 VDOT Land Development Office when work is to begin or cease for any undetermined length of time.
VOOT requires 48 hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained
Interstate or Primary roadway to provide notification of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a VOOT permitted temporary construction entrance(s) in accordance with Section 3.02 of
the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained
through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction,
VII. 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. An subsurface Any unusual l subsu u a ace cord tions (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 that vicinity until
an adequate
design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill.
Where CBR testing is required, a VDO T representati ve 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 VOOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of
theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of
any dedicated street right-of-way. At the direction of VDOT density tests shall be performed by a qualified independent agency in
accordance with VDOT Road and Bridge Specifications. Certified copies of 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 Traffic Control Devices.
V19. The developer must provide to the VDOT Land Development Office a list of all material sources prior to the start of construction. Copies of
all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to
acceptance of 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 VOOT 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 pa vement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be
determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these
tests. Certified copies of 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 VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1.
Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23, VDOT Standard Guardrail shall be instal/ed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria.
Final approval of guardrail layout to be given by VOOT 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 rts Shall beinvestigated by means of exploratory borings advanced below proposed foundation elevation to
determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation
exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge
P 9 PP P 9 9 P Y 9
Standard PB -1. Contrary to the Standard, where rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be
six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
TRIP GENERATION DATA
ITE
CODE ITE USE AREA
811 WAREHOUSE I 30,000sf
AM PEAK HOUR
IN I
OUT
TOTAL
10
10
20
DATA TAKEN FROM THE L TE. MANUAL
PEAK HOUR
IN
OUT
TOTAL
7
15
22
LANDSCAPING NOTES
ADT
220
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 a void 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
Owner
D & H VENTURES, LLC
PO Box 355
Millwood, VA 22646
Dietrich J. Westphal, (540) 837-2451
Property Data
Building Setbacks
Per Code
Tax Map Number 64-(9)-2
Front (Victory Road):
75'
Address 382 ARBOR COURT
Leff Side:
25'
Area 3.116 acres
Right Side (Arbor Court):
75'
Zoning M-1
Rear.,
25'
Lega/References #060007111
Existing Use
MANUFACTURING
Proposed Use
MANUFACTURING
Disturbed Area
1,800 sf (0.04 ac)
Zoning Data
Open Space Minimum
25% = 0.78 acres
Open Space Proposed
41 % = 1.26 acres
F.A.R. Maximum
1.0
F.A.R. Proposed
0.32
Existing
Building Data
Type of Construction
2C - Metal
Area
30, 000 sf
Height
37 feet
Max. Height Allowed
60 feet
Monument Sign Data
Sign Area 100 sf
Monument Sign Height 15 It
SEE FREDERICK COUNTY ZONING
ORDINANCE § 165-201.06
Contact Numbers
Surveying & Engineering Firm:
GreyWolfe, 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
POOP (540) 535-1824
Telephone: Verizon (301) 954-6282
Electric:
Shenandoah Electric Cooperative (540) 450-0111
Gas• Wash/n ton Gas Co (540) 869-1111
Existing
Main Building
75.29'
58.54'
82.47'
73.43'
A 14.71' FRONT YARD VARIANCE FOR MECHANICAL
EQUIPMENT AND HEAT EXCHANGER UNIT, AND A 771'
FRONT YARD VARIANCE FOR A MECHANICAL UNIT
EQUIPMENT PAD WITH A 6X6' SHED, DUST COLLECTOR,
AND HEAT EXCHANGER UNITS WAS APPROVED BY THE
BOARD OF ZONING APPEALS ON AUGUST 21, 2001, PER
APPLICATION #16-01
Sheet Index
Cover Sheet & General Notes Sheet 1
Site Plan Sheet 2
PRIOR SITE PLANS
#12-96, #29-00, #26-01
9 MISS UTILITY.• 1-800-552-7001
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Zoning
zz
Parking Setbacks
Front (Victory Road):
Per Code
25'
Proposed
71.2'
w Q Q W w m o 0
Left Side:
5'
30.2'
v¢ Q x o
z Pz
Right Side (Arbor Court):
10'
25.0'S
z
¢ i i y
Rear (Rt 860):
O
24.2'
o
0
Floodplain
0 acres
ti LZLI' Z V 0
Use For Parking
Unit
Tabulation
C
Office (2600 st)
1 per 250 sf
11
-
C
CDRomM
Lakes & Ponds
0 acres
0%
0%
C
involved.
O
a
0%
O
o
N
m
21
7
o
i
ti
CD
Ln
v
0%
i
Retention Areas
o
n
c
v
ca,J
ti�C9
0 acres
25%
.• ,
Woodlands
0 acres
25%
` ..
:h
32
36
Sheet Index
Cover Sheet & General Notes Sheet 1
Site Plan Sheet 2
PRIOR SITE PLANS
#12-96, #29-00, #26-01
9 MISS UTILITY.• 1-800-552-7001
zQ�U)=C-)
Q
Zoning
zz
Parking Setbacks
Front (Victory Road):
Per Code
25'
Proposed
71.2'
w Q Q W w m o 0
Left Side:
5'
30.2'
v¢ Q x o
z Pz
Right Side (Arbor Court):
10'
25.0'S
z
¢ i i y
Rear (Rt 860):
10'
24.2'
W Qti v Q o
wgwzzmoQC �'
2. The owner will be responsible for obtaining or granting
Floodplain
0 acres
ti LZLI' Z V 0
Use For Parking
Unit
Tabulation
O o o o
Office (2600 st)
1 per 250 sf
11
N
3. Easements will be recorded and copies sent to the parties
P
Lakes & Ponds
0 acres
0%
0%
involved.
Wetlands > 1AC
0 acres
0%
0%
Warehouse (14) 1.5
per employee
21
0%
09/0
underground.
Natural S. W.
0 acres
10%
0%
Retention Areas
Required
Existing
Steep Slopes >50%
0 acres
25%
09/0
Woodlands
0 acres
25%
0%
Parking Spaces
32
36
Handicap Spaces
2
2
Loading Spaces (1:40K)
1
4
Sheet Index
Cover Sheet & General Notes Sheet 1
Site Plan Sheet 2
PRIOR SITE PLANS
#12-96, #29-00, #26-01
9 MISS UTILITY.• 1-800-552-7001
NO CHANGES TO THE BUILDING, PARKING, TRUCK AREAS, WATER,
SEWER, LIGHTING, OR LANDSCAPING ARE PROPOSED
Q
Zoning
General Notes
Maximum
�
1. Thisan ro'ect will not disturb environmental features as
P I Y
Environmental
Existing
Disturbance
Proposed
defined by the Frederick County Zoning Ordinance,
Features
Acrea
Allowed
Disturbance
2. The owner will be responsible for obtaining or granting
Floodplain
0 acres
0%
09/0
v
easements shown on this plan.
J
QW
3. Easements will be recorded and copies sent to the parties
P
Lakes & Ponds
0 acres
0%
0%
involved.
Wetlands > 1AC
0 acres
0%
0%
4. All utilities that will service this site must be placed
Sinkholes
0 acres
0%
09/0
underground.
Natural S. W.
0 acres
10%
0%
Retention Areas
Steep Slopes >50%
0 acres
25%
09/0
Woodlands
0 acres
25%
0%
APPROVALS
SP # 41-19
Frederick County Zoning Adm/ trator r Date
r �-- ') ( lyDlg
Final Site Plan Approve y Frederick County Planning Department Reviewer 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: SEPT. 27, 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. 0680
approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections.
SHEET 1 OF 2
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THE DISTURBED AREA DOES NOT MEET THE MINIMUM
64-(9)-4
D & H FAMILY, LLC
CRITERIA REQUIRED FOR A LAND DISTURBANCE
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EX. 40 INGRESS/EGRESS ESMT
DB 852, PG 1048
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EX. 20' PERM WATER ESMT - DB 852, PG 1048
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FILE NO. 0680
GRAPHIC SCALE
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SHEET 2 OF 2