HomeMy WebLinkAbout19-20 Signed First PageLEGEND
EXISTING FEATURES
EXISTING EDGE OF PAVEMENT µEX EP
EXISTING EDGE OF GRA VEL EX EG
EXISTING CURB AND GUTTER EX CG-6
EX. INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
EXISTING SPOT ELEVATION
EXISTING TELEPHONE LINE
EXISTING SANITARY SEWER
EXISTING ELECTRIC SERVICE
EXISTING GAS LINE
EXISTING STORM SEWER
EXISTING FENCE LINE
EXISTING DITCH LINE
EXISTING WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING REDUCER
EXISTING TREE DRIP LINE
PROPOSED FEATURES
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF (7RAVEL
PROP EP
PROP EG
PROP. CURB & GUTTER
PROP CG-6
PROP. REVERSE CURB & GUTTER
PROP CG-6R
PROPOSED CONTOUR
50
PROPOSED SPOT ELEVATION
+50"
PROPOSED STORM SEWER
PROP. 24" ADS o
PROPOSED SANITARY SEWER
-S s s s -S
PROPOSED TELEPHONE
-- T T
PROPOSED ELECTRIC
- E E E E E-
PROPOSED GAS LINE
ras Bass os
PROPOSED WATER LINE
- M • r r w -
PROPOSED WATER METER
1 "VVM
PROPOSED FIRE HYDRANT
D& PROP. FH
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
NEIGHBORING PROPERTY LINES
EASEMENT LINE
PROPERTY CORNER FOUND
OO
PARKING SPACE TOTALS
12
ADA HANDICAP PARKING STALL
(�
SIGNS
SANITARY MANHOLE IDENTIFIERO
STORM DRAIN STRUCTURE IDENTIFIER
LIGHT POLES
--
LOCATION OF TEST PITS
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING
INLET PROTECTION 00
OUTLET PROTECTION ®OP
CHECKDAM S CD
DIVERSION DIKE 00 PooDD
SILT FENCE W/ WIRE SUPPORT X X SF
RIP RAP RR
0 0
SEDIMENT TRAP
CONSTRUCTION ENTRANCE
FREDERICK WATER CONSTRUCTION NOTES Rev. Jan. 2019
" l
1. Frederick Waters Water and Sewer Standards and Specifications are avarlab a at www, frederickwater. corn
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 -' v-Y4 -a " 1 " 1 %z" and 2" water services
ii. all sewer services.
b. The owner/developer shall.
L 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 have 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 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
AVERAGE ; ILY
USE (GALL NS)
3000
MAXIMUM DAILY
USE (GALLONS)
MAXIMUM PEAK
FLOWRATE (GPM)
6000
35
THESE NUMBERS ARE ESTIMATES FOR 150 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 (MUTt;D) 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 /n accc -Jane with the Virginia Erosion and Sediment Control Handbook' Section 3.02. The
contractor must maintain this access for the duration of the project.
-factor will be responsible for adequate and positive drainage of this site.
will obtain a Land Disturbance Permit prior to any site work or construction.
8. All construction will be done :wing the laws and guidelines set forth by OSHA and VOSH.
9. The contractor will notify eny oX ref _ c af any dsaepandes befr tt* apovved plans and ex :
10. The developer is responsible nbe reocaow of any &Cues requ,.-ec ci .".s si-e plan.
11. All Erosion and Sediment Cor. = e r :es shown► an this site plan shall be installed prior to construction.
12. All controlled fill must be Mir_-_ : a minimum of 95% density following Method A' of the Standard Proctor A5TM-D698,
AASHTO-T99, or VTM-1 as ap::-: e. Any fill placed under buildings, structures, or pavement must be inspected and approved by a
professional soils engineer. A gs= :: ,holed/ report supersedes this note if provided.
13. The contractor is res_ _- -sible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate
locations and not air - . ties maybe shown.
14. The contractor will c - . din 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 c' - : - olans must be on -site during (he construction process.
16, The contract- - ,, _r aff utility companies prior to excavation within easements.
17. The contractor will seed and straw, for soil staoiiization, any disturbed areas that will be left for more than thirty days.
D EPA R TMEN T OF INSPECTION GENERAL NOTES
1. Buildings shall comply with the Virginia Uniform Statewide Building Code & Sections 311, S (storage) of the International Building Code/2015 & the
2015 Fire Code. Other codes that apply are ICC/ANSI All Z 1-3-09 Accessible and the Usable Buildings & Facilities & the 2015 Virginia Energy Code.
2, Proposed 159, 000 sq ft single story warehouse/business shall comply with Chapter 5 for height and area (T503). Limitations for type of construction
in Table 503 of the 2015 IBC and Fire Protection shall be installed as required in Chapter 9 IBC. Fire Pump shall meet NFPA 20.
3. Proposed unlimited area facilities shall meet Section 507, Uwlmlleo'Area 8ui/dings and maintain an open perimeter of 60'.
4. Building shall comply with ANSI Handicap A117.1-3-09 for parking, entrance, and egress. All required egress shall be accessible.
5. 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 w, _�3C1106.8.
6. Special Ir,n requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional.
(Soils, concrc: _ . 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 1016 USBC/IBC. Note fire ratings around this
door if this section is utilizes. Required exits shall not exceed maximum travel distance listed in Table 1016.1.
10, Storage racks exceeding 12" !n height requires a permit and shall comply with the International Fire Code. High pile storage areas require fire
department access around the perimeter of the building. Access doors shall not be placed further apart than 100'.
11, No gutter downspouts shall ischarge over walkways.
12. A geotechnica/ eve s-all be performed and submitted with application as required by USBC/IBC Section 1803.
13, Public Entrances -: s, V:=- arger than 3000 sfshall be provided with a vestibule as detailed per ANSIA117 1-09,
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 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
NAME:
CERTIFICATION #
EXP. DA TE:
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
VI. 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. All construction shall comply with the latest U.5, 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 responsib/e for relocating, at his expense, any and a// 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.
VDOT 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 VDOT 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.
VI 0, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
VII. A/l water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when
possible shall be installed under roadway drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of
construction shall be immediately brought to the attention of the engineer and VDOT Work shall cease in that vicinity until an adequate
design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill.
Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location.
When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a
project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures.
V14, All roadway fill, base, subgrade material, and backfi/l 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 -Play. 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. VOOT Standard CD and U0 underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
VI 6. 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 Pe 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.
VI 8. Pnor to VDOT acceptance of any streets, all required street signage and/or pa vement markings slid// 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 wit` a ~ :a`e ::- :-:-:-of-way must be provided to the iota/ VDOT Residency Of kr p-: -
acceptance of that work. Unit anc
V20. Aggregate base and subbase .roateria/s shall be placed on subgrade by means of a mechanical spreader. Density will be determined using
"p c+ens+ty cwio l 0W in accordance with Section 304 of the VDOT Road and Bridge Specifcations and VTM-10. A certified compaction
.:an shal perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition
1+e depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and
tesz� ,-; : - : ensity control strip.
V21. is `a `::crc-ete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be
determined us�hg the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these
tests. Certified copies of tfle test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be
notified and given the oppArtunity 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 VOOT 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 sha be installed 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 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 cL rerts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to
determine the type and coed:: on of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation
exploration to the engineer a -'d VOOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge
n PB-1, Contrary to tr= Standard where rock is encount r n cast -in -place fiord Co t dry e ed a d cast n p/ace box is proposed, the thickness of bedding shall be
six (6) inches. Where soft, yie ding, 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
CODE ITE USE AREA
150 WAREHOUSE 82,798 sf
AM PEAK HOUR PM PEAK HOUR
IN
OUT
TOTAL
56
39
95
DATA TAKEN FROM THE I. T.E. MANUAL
IN
OUT
T9TAL
7
84
LANDSCAPING NOTES
ADT
655
1. Miss Utility must be contactec orior to planting. Advise engineer of record of any conflicts in planting locations and utility markings.
Landscaper must stake and g_ / all trees. Stake locations must avoid utilities.
2. Trees and shrubs shall be hea ,hy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched.
rile planter shall guarantee a plants for one year.
3. .7dscaper shall use shredder 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 wit? the Frederick County Zoning Ordinance §165-203.01 B.
VICINITY MAP
SCALE 1 "= 2000'
PROJECT INFORMA TION
Owner
Zivic Family, LLC
260 Lenoir Drive
Winchester, VA 22603
(540) 667-0084
Contact: Ryan Zivic
Property Data
Tax Map Number
43-(19)-9
Address
260 Lenoir Drive
Area
10.016 acres
Zoning
M-1
Legal References
DB 970, PG 926
Existing Use
Metal Fabrication
Proposed Use
Same w/ additional parking
Disturbed Area
0.60 acres
Zoning Data
Open Space Minimum 25% = 2.50 acres
Open Space Proposed 53% = 5.33 acres
F.A.R. Maximum 1.0
F.A.R. Existing 0.19
Building Data
T;vpe of Construction
Concrete/Masonry
Existing Use
Sheet Metal - Manufacturing
Proposed Use
Sheet Metal - Manufacturing
Existing Area
82,798 sf
Height Allowed
60 feet
Existing Height
35 feet
Contact Numbers
Surveying & Engineering Firm:
GreyWolfe, Inc. (540) 667-2001
Zoning Enforcement:
Department of Planning (540) 665-5651
Site Iris ep ctions:
impartment of Inspections (540) 665-5650
Erosion and Sediment Control.
Npartment of Public Works (540) 665-5643
Sanitary Sewer and Water:
Frederick Water (540) 869-1061
VDOT., (540) 535-1824
Telephone: Verizon (301) 954-6282
Electric: Rappahannock Electric
Cooperative (540) 622-2098
Gas: Washington Gas Co. (540) 869- %1 i 1
MISS UTILITY: 1-800-552-7001
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Building Setbacks Per Code
Existin
Front(Lenoir Dr.): 75'
Left Side: 25'
145.7'
Right Side: 25'
76.8'
29.3'
G1N1A
Rear(Tyson Dr.): 75'
767.1'
O 7
Ln
Parking Setbacks Per Code
Existin
= 1
o
Front(Lenoir Dr.): 10'
66.0'�
Left Side: 5'
18,0'
y2!
Right Side: 5'
5.5' (Pr.)
PLO
2OlNWOO
Rear(Tyson Dr.): 10,
428.7'
I'
Use For Parking Employees Space per Sq. Ft
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Manufacturing: 100 max. per shift 1.5 per employee
Z
Total Parking Spaces Required
150
W W (:Z) (Z)
Q o o W ~
Total Parking Spaces Existing
126
W v, Q z
Total Parking Spaces Proposed
40
z v W U, Q ~ z
Total=166
W�WU�WQO
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# of Handicap Spaces Required
6
z o i
# of Handicap Spaces Existing
7
# of Loading Spaces Required
5
# of Loading Spaces Existing
8
Ex. Monument Sion Data
Sign Area 48 sf
Monument Sign Height 6 it
SEE FREDERICK COUNTY ZONING
ORDINANCE § 165-201.06
Sheet Index
Cover Sheet & General Notes Sheet 1
Site Plan Sheet 2
Erosion & Sediment Control Plan Sheet 3
Storm Prater Plan Sheet 4
Pre vious Site Plans
#26-77
#34-86
#62-99
#01-04
#13-17
Zoning
Genera/ Notes
Maximum
1. This project disturb ro ect will no d i r Y b an environmental features as
p
Environmental
Existing
Disturbance Proposed
defined by the Frederick County Zoning Ordinance.
Features
Acreage
Allowed Disturbance
2. The owner will be responsible for obtaining or granting
Floodplain
0 acres
0% 0%
easements shown on this p/an.
Lakes &Ponds
0 acres
0% D%
3. Easements will be recorded and copies sent to the parties
p
involved.
Wetlands > 1AC
0 acres
0% 00/0
4. All utilities that will service this site must be placed
Sinkholes
0 acres
00/0 0%
underground.
Natural S. W.
0 acres
10% 0%
5. A Dumpster is not proposed at this time. However, an area
Retention Areas
has been designated for a future location and a screening
Steep Slopes >50%
0 acres
25% 0%
detail is included on the plans.
6. Outdoor lighting shall be provided by poles in parking lot.
Woodlands
0 acres
2501a 0%
See lighting plan -sheet 2.
7. There are no modifications to the existing buildings approved
with previous plans.
APPROVALS SP #19-20
1-14
//Z
Frederick County Zoning Administrator Date
Final Site Plan Ap�ved by Frederick County Planning Department Reviewer t t Date
1. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
2. Frederick Water approval /s valid for three (3) years from date of approval. If construction is not in progress at the end of this period,
Authority approval shall be void.
3. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a
Land Disturbance Permit and agree to periodic inspections.
4. The Frederick County Department oflnspections approval does not constitute a building permit. Building plans must be submitted and
approved prior to constructing any structure. Furthermore, the site must meet a// ADA requirements and be approved by Inspections.
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DATE: MARCH 25, 2020
SCALE: N/A
FILE NO. 0127
SHEET 1 OF 4