HomeMy WebLinkAbout24-20 Site PlanLEGEND
EXISTING FEATURES
EXISTING EDGE OF PAVEMENT - - - EX EP
EXISTING EDGE OF GRAVEL EX EG
EXISTING CURB AND GUTTER
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
EX CG -6
------------ 48- - - -- - - --
-----50- - - -
X 50.0'
- T T T
- S S S -
- E E E
GAS GAS
EX. 15 " RCP
X� X X -
- W
D& EX. FH
W O W
W ----- >- W
PROPOSED FEATURES
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF GRAVEL
PROP EP
PROP EG
PROP. CURB & GUTTER
PROP CG -6
PROP. REVERSE CURB & GUTTER
PROP CG -6R
PROPOSED CONTOUR
50
PROPOSED SPOT ELEVATION
+50-0
PROPOSED STORM SEWER PROP.
24" ADS
PROPOSED SANITARY SEWER - S
S S
PROPOSED TELEPHONE - T
T T
PROPOSED ELECTRIC
o
PROPOSED GAS LINE
prevent glare on neighboring properties.
PROPOSED WATERLINE
Surveying & Engineering Firm:
PROPOSED WATER METER
(2) 1 ""WM
PROPOSED FIRE HYDRANT
PROP. FH
COMMON LABELS &
FEATURES
PROPERTY LINE OF PROJECT
0%
NEIGHBORING PROPERTY LINES
Z N A
EASEMENT LINE
Site Inspections:
PROPERTY CORNER FOUND
Q
PARKING SPACE TOTALS
12
ADA HANDICAP PARKING STALL
Property Data
P Y
SIGNS
Building Setbacks
9
SANITARY MANHOLE IDENTIFIER
O
ti O
� m y
y
Tax Ma Number
P
STORM DRAIN STRUCTURE IDENTIFIER
❑1
LIGHT POLES
50
LOCATION OF TEST PITS
4
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING - - - - - - - - - LCG
INLET PROTECTION ® /P
OUTLET PROTECTION ® Op
CHECKDAM CD
DIVERSION DIKE m00 DD
SILT FENCE W/ WIRE SUPPORT x - x - x - SF
RIP RAP RR
no no no
SEDIMENT TRAP ST
CONSTRUCTION ENTRANCE
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. 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.
Z 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 ProctorASTM-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 and International Building Code 2015. Other codes that apply are ICC/ANSI
A117.1-09 Accessible and the Usable Buildings & Facilities and Virginia Energy Code.
2. BuII/dng shall comply with Chapter 5 for height and area (T506), VBC 2015 with allowable increases.
3. Buildingsh ll comply with ANSI Handicap A1171-09 for parking, entrance and egress. Alrequired egress shall be accessible.
4. Landings at doors shall not exceed 1:98 slope and thresholds shall not exceed 0.5" and walkways shall not exceed 1:20 slope, HC Signage shall
comply with USBC 1106.1.1.
5. Maximum slope across handicap parking stalls shall not exceed 2%, handicap signage shall comply with A117.1-09.
6. Chapter 17 of ICC for special inspection requirements on the type of structure (Soils, concrete, etc.) shall apply. Geotech report is required per
Uniform nif St Section 1803.
Statewide Building Code,
FIRE MARSHALL GENERAL NOTES
1. An inspection by the Fire Marshal/'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 Marshalls 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 al/ times. Fire hydrants will be always be left unobstructed.
REZONING PROFFERS - 04-03
LANDSCAPING - THE DEVELOPMENT OF THE SUBJECT PROPERTY AND THE SUBMISSION OFANY SITE PLAN WILL PROVIDE THE FOLLOWING
LANDSCAPE ITEMS:
1. AN ADDITIONAL 12 TREES ALONG INTERIOR SIDES OF EXISTING DETENTION FACILITY.
2. A 10' WIDE LANDSCAPED STRIP PARALLEL TO MARTINSBURG PIKE, NORTH OF THE NEW ENTRANCE, CONSISTING OFA THREE FOOT ALL
EVERGREEN HEDGEROW AND GROUND COVER.
3. A 10' WIDE LANDSCAPED STRIP PARALLEL TO MAR7YNSBURG PIKE, SOUTH OF THE NEW ENTRANCE, CONSISTING OF SHRUBS AND GROUND
COVER.
4. A 20' WIDE LANDSCAPED STRIP ALONG THE SOUTH SIDE AND ADJACENT TO RP ZONED LAND, CONSISTING OF 4 TREES PER LINEAR FEET.
TREE OR SHRUB SIZE, SPECIES, AND MAINTENANCE SHALL BE IN CONFORMANCE WITH EXISTING ZONING REGULATIONS.
STREET CONNECTION - THE DEVELOPMENT OF THE SUBJECT PROPERTY SHALL PROFFER ONLY ONE CONNECTION TO MARTINSBURG PIKE (US
ROUTE 11).
MAXIMUM SQUARE FOOTAGE OF BUILDINGS - THE DEVELOPMENT OF THE SUBJECT PROPERTY SHALL PROFFER THAT THE TOTAL MAXIMUM
COMBINED SQUARE FOOTAGE OF BUILDINGS SHALL NOT EXCEED 100, 000 SQUARE FEET.
MONUMENT STYLE SIGN - THE DEVELOPMENT OF THE SUBJECT PROPERTY SHALL PROFFER ONE MONUMENT STYLE SIGN ALONG MAR77NSBURG
PIKE. SAID SIGN SHALL BE LIMITED TO 15'1N HEIGHT AND A MAXIMUM AREA OF 100 SQUARE FEET.
VDOT GENERAL NOTES
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.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 exp
ense, 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 VOOT. Any additional expense incurred as a result of any field revision shall
be the responsibility of the developer.
V6. If required by the local VOOT 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
V7 lm anies and VD?T ri r t i itiatl ori
ie Pontractor shall noti�y tioie �ocal �8 and 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 VOOT 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.
V10.acto n r r
Co t shall ensure adequate drainage is achieved and maintained on the site Burin and at the end of
g 9 9
constr ction.
V11. All w n r
a�'er and sewer lines within existingor proposed VDOT right-of-wayshall have a minimum thirty-six 36
P P()
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 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. VOOT 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.
V1Z The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT
minimum design standards and is the responsibility of the developer.
V18. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed
by the developer or, at VOOT's discretion, by VOOT on an account receivable basis following the Manual On
Uniform Traffic Control Devices.
V19. The developer must provide to the VOOT 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 VDOT Road and Bridge
Specifications and VI -M-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
VOOT 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 VOOT 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 de t rmined by the en ineer an a proved by VDOT.
V23. VDOT StandPard Guardrail shal�be insta IX 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 culverts shall be investigated 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 VOOT for approval prior
to constructing box. Foundation designs shall comply with VOOT Road and Bridge 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
2 17
710 Office 5,500 SF
10 26
820 Retail 5, 000 SF
12 43
Totals
115
IN OUT TOTAL
15
2 17
16
10 26
31
12 43
IN OUT TOTAL
14
70
84
42
45
87
56
115
171
DATA TAKEN FROM THE I. T.E. MANUAL
LANDSCAPING NOTES
133
969
1102
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 INFORMA TION
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00'
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Loading Spaces Req. -1/40, 000 sf = 0.25 = 1
Existing
Owner
Proposed
Ex. Park tenant sign to be used
of those are utilized by tax 500091
to the building and existing pole lights.
All signage shall conform to 165-802.03(C)(28) 54A -(l) -Al
(1) -AI per easement at #150009975
Acreage
Allowed
INS Rentals, LLC
2.
All lights will be shielded (full cut-off type) or directed to
Floodplain
Contact Numbers
Sheet Index
o
269 Apple View Drive
prevent glare on neighboring properties.
UJ
Surveying & Engineering Firm:
Cover Sheet & General Notes Sheet 1
Winchester, VA 22603
Dimensioning & Overall Plan Sheet 2
Lakes &Ponds
(5 40) 4 -
868 ) 9600
Grading Plan Sheet 3
0%
Department of Planning (540) 665-5651
Z N A
Wetlands >1AC
Site Inspections:
Landscaping Plan Sheet 5
0%
Department of Inspections (540) 665-5650
Erosion and Sediment Control Plan Sheet 6
G
0
Property Data
P Y
Stormwater Plan Sheet 7
Building Setbacks
9
Per Cade
Pro osed
ti O
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y
Tax Ma Number
P
54A 1 -A
()
0%
frontRt 11 :
( )
50
112.57
4
Address
Full House Drive
Left Side (Rt 1323):
35'
61.83
M
Area
1.246 acres
Easements will be recorded and copies sent to the parties
Right Side:
01
33.29'
=
Zoning
B-2
Woodlands
Rear.,
0'
9.30'
7.
Legal References
190013904
underground.
Existing Use
Gravel Pad and Parking
Lot
Parking Setbacks
Per Code
Existing
Proposed Use
Office and Retail Area
Front (Rt 11):
10'
51.0'
Disturbed Area
0.46 acres
Left Side (Rt 1323):
10'
107.52'
Right Side:
5'
0'- Shared
Rear:
5'
0'- Shared
e o ? o
Zoning Data
Use for Parking
Unit
Tabulation
o o Q a> z
W Q Q W W m p p
Open Sen pace Prace oposed opo ed
38% = 37,363 sf
5, 000 sf Retail
1 per 200 sf
25
Ln
k 3 Q ul ul o
F.A.R. Maximum
1.0
5,500 sf Office
1 per 250 sf
22z
W �„ Q z Cc
F.A.R. Existing & Proposed
0.10
Total 47
W Z. Ui Q F o
W£ W Z Z m Q V
Cr
Required Existin New Total
1Z W z
Building Data
Handicap Spaces
2 0
3
0 L o
Type of Construction
Type 2C
Total Spaces
47 45
+ 7 = 52
N
Proposed Area 10,500 sf
Height Maximum
35 feet
7
Height Proposed
20 feet
Loading Spaces Req. -1/40, 000 sf = 0.25 = 1
Existing
Sign Data
Existing Parking Lot has 118 spaces
Proposed
Ex. Park tenant sign to be used
of those are utilized by tax 500091
to the building and existing pole lights.
All signage shall conform to 165-802.03(C)(28) 54A -(l) -Al
(1) -AI per easement at #150009975
Acreage
Allowed
Z
2.
All lights will be shielded (full cut-off type) or directed to
Floodplain
Contact Numbers
Sheet Index
o
prevent glare on neighboring properties.
UJ
Surveying & Engineering Firm:
Cover Sheet & General Notes Sheet 1
GreyWolfe, Inc. (540) 667-2001
Dimensioning & Overall Plan Sheet 2
Lakes &Ponds
Zoning Enforcement:
Grading Plan Sheet 3
0%
Department of Planning (540) 665-5651
Lighting Plan Sheet 4
Wetlands >1AC
Site Inspections:
Landscaping Plan Sheet 5
0%
Department of Inspections (540) 665-5650
Erosion and Sediment Control Plan Sheet 6
U„
Erosion and Sediment Control.,
Stormwater Plan Sheet 7
a
Department of Public Works (540) 665-5643
Life Safety Plan Sheet 8
0
Sanitary Sewer and Water:
10%
0%
5.
The owner will be responsible for obtaining orgranting
City of Winchester - Public Utilities (540) 667-1850 Previous P/ons
VDOT., (540) 535-1824
Telephone: Verizon (301) 954-6281
Electric: MDP waived February 25, 2016
Rappahannock Electric Cooperative (540) 622-2001 REZONING #04-03
Gas: Washington Gas Co. (540) 869-1111 PRIOR SITE PLANS - #17-00 & #21-03
MISS UTILITY: 1-600-552-7001 Shopping Center Development Plan with Building
Pad Locations, Shared Parking Lot Design,
and Stormwater Pond Design
Zoning General Notes
Maximum 1. Exterior lighting will be provided by wall -pack lights attached
Environmental
Existing
Disturbance
Proposed
to the building and existing pole lights.
Features
Acreage
Allowed
Disturbance
2.
All lights will be shielded (full cut-off type) or directed to
Floodplain
0 acres
0%
00/0
prevent glare on neighboring properties.
3.
Outdoor trash receptacles will be in an enclosed six (6) foot
Lakes &Ponds
0 acres
0%
0%
fence, unless located inside of a screened storage yard.
Wetlands >1AC
0 acres
0%
0%
4.
This project will not disturb any environmental features as
Sinkholes
0 acres
0%
0%
defined by the Frederick County Zoning Ordinance.
Natural S. W.
0 acres
10%
0%
5.
The owner will be responsible for obtaining orgranting
Retention Areas
easements shown on this plan.
Steep Slopes >50%
0 acres
25916
0%
6.
Easements will be recorded and copies sent to the parties
involved.
Woodlands
0 acres
25916
0%
7.
All utilities that will service this site must be placed
underground.
SITE PLAN
Frederick County Zoning Administrator
Fina/ Site Plan Approved by Frederick County Planning Department Reviewer
SP #24 - 20
Date
Date
1. Site Plan approval from VOOT 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 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 of Inspections approval does not constitute a building permit. Building plans must be submitted and
approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections.
DATE: MAY 4, 2020
SCALE: N/A
FILE NO. 0023
SHEET 1 OF 8
REMOVE EXISTING
POSTSAND OLD REAL
ESTATE SIGN
EXISTING MULTI TENANT SIGN
FOR NORTH PARK PLAZA
I
—w _w _wI-
I
I
I
I
PARK CENTER DRIVE- ROUTE 1323
�e--------------- �� ---------------------
--
CAS A4WKFR
E(IP 19 X30' z $ 2"E-283.00' UWW- - - - �— - 558°49'12"E-519.65'
_ __ ________ ____ _ ___ ____ _ 1
__.._ -_-_-. _-_-----_ _____._---------------._ -___ ._._- __-_
- _.--__.` CAS VALDE \ I
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-- - ------------------------ -._ - ---.
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190013910
.w� 0 0
_ ZONED:
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a r ✓ ,r - 1.332 ACRES
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PROPOSd'D 10,5000(OFFICERETAIL) .-- ._- N
ZONED -B-2— \ WATER AND SEWER o / { ❑
FF=698.50' ^� 4o p I I o o o I p /
2.246 ACRES f p THIS YE -I-9 ERVED BY THE o
CITY OF WINCHESTER. DO NOT I� l I p / I °
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,( tt l jt 117 Wo + (+ �I ly i - "CG -6R O / / 3' EX. 0
/ 71 / WITH WATER OR SEWER ISSUES. /( M
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12'
t(1r�NV / / t 91 LAND DISTURBANCE
_ --- THEAREA O�R�AND /
SAW-CUTASPHALTEDGE CG -6R N y
EX. CIO ) GRADING IS 19,666Sf.A /l I ���
LAND DISTURBANCE I l I T. RFss I o-
/ t t + / ✓ f /�
INVINI / WILL BE REQUIRED. '
6693.00' j¶ l ESAirNx �EGRFS �� \ I v4
INVOUr=69364'
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FN 54A h) B
QUARLES PETROL, INC.
t 1
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Ex. 118 parking spares w8 I ZONED: B-3
f 11 t I t j 73perreeme0for54A-(1)-AI �. 1.321 ACRES
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TO CONVERT TO HANDICAP
1''0200020 (F I ACCESSIBLE SPACE
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JNS RENTALS, LLC
#150009976
ZONED: B-2
1.304 ACRES
THE CONTRACTOR YARD,
INC. 54A -(1)-31A
#050013821 ZONED: RP
10.28 ac.
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GRAPHIC SCALE
X— X— X-- X-�
CURVE TABLE
I 54-(A)-85
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD LENGTH
CHORD BEARING
CI
32.77'
32.35'
56°3325"
31.05'
N 2805352" W
C2
1869.86'
311.51'
1 903243"
1 311.15' 1
N 41°32'14"E
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DATE: MAY 4, 2020
SCALE: I" = 30'
FILE NO. 0023
SHEET 2 OF 8
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EX 50' DRAINAGE ESMTo
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#020002050
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IN 694,
190' OF 12" HDPE 0.590 TO COLLECT DOWNS PUTS - COORDINATE WITH BUILDING CONTRACTOR FOR TIE-INLOCATIONS
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8' SIDEWALK WITH ROOM FOR HVAC UNITS
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WATER AND SEWER
7NIS SITE IS SERVED BY THE
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CITY OF WINCHESTER. DO NOT
CONTACT THE FREDERICK WATER
WITH WATER OR SEWER ISSUES.
RATED CLEANOUT AND PLACE
LINE AT 2%GRADE INTO
/ � BUILDING FOOTPRINT. /►,
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TAP
WET TAP IDLE ONTO
EX. 6': PROVIDE 1 "SERVICE LINE
THRU WATER METER CROCK AND
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INTO BUILDING FOOTPRINT SITE
WILL UTILIZE % WATER METER.
EX. 118 parking spaces
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73 per reserved for 54A-(1)-A1
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3' MIN. 12:1 12:1 3' MIN.
N
PARKING HANOICAP
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CG—B CG—B
RESERVED
PMK/NG ,ON BE PLACED
L SYIMBDL AD ONE BUNK.
Of`E/Li17 SAD
OF ACCESS/&LILY NSRNG THE
REQUIRED\ Hf/GM
IF REDO/RiD70 ACC
E ADDI77INAL
Oil
`` " 4" OF 3500 PSI CONCRETE W/
LINES
A�
NATURAL SAND
4" OF 21-B COMPACTED TO
G '0 95% DENSITY
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REQUIRED �
P;;:7Y $100-500 dEFFMI NE =
row-AWAY ZONE
DATE: MAY 4, 2020
SCALE: 1" = 10'
/� �j\/ SUBGRADE FREE OF ORGANICS
NOTES,
FILE NO. 0023
10' �' 10' & COMPACTED TO 95% DENSITY 1, H/CRAM SPACES MAY NOT G-12 A D SLOPE. PARKING SURFACE coNCRE E wHEEz STOP
2. RAMP BUILT TO CG-12 STANDARDS. (IF REQUIRED)
GRAPHIC SCALE
TYPICAL SIDEWA L K SECTION
SHOT
3. WHITE STRIPING SHOULD BE 3' WIDE.
4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR
HANDICAP PARKING SIGN DETAIL
(Nor 70 SCAB)
SHEET 3 OF 8
MOUNTED TO BUILDING IF POSSIBLE.
NEW LIGHTSE
1J ><
PARK CENTER DRIVE - ROUTE 1323
co) 01
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TOP = 691.99'
E- 6
4�
INV. IN = 685.19'
INV OUT = 688.17'--------
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GAS VALVE
– – — – – – – – – – – – – –
- - - - - - - - - - - - - -
HUBBELL WP-1 FULL CUT-OFF
MODEL # WP2CH175QT
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- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
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WALL-PACK LIGHT DETAIL
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I - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - -
-
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- - - - - - - -
- - - - - - - - -LIGHTING
- - - - - - - - - - - - - -
INVERT 691.21'
Replace the existing unshielded fights attached to the building with
- - - - - -
- - - - - - - - - - - - -
- - - - - - - - - - - - - --
these shielded wall packs to preventglare onto neighboring
properties.
9 96-6 7
98.0
Non-cutoff wall-pack lighting fixtures are not be permitted by
ordinance.
0
98.0
54A-(1)-A4
INS RENTALS, LLC
LIGHTING SHALL CONFORM TO FREDERICK COUNTY
ZONING ORDINANCE § 165-201.07
q�2
190013910
X ZONED: B -2
All outdoor lighting fixtures shall be designed, shielded,
aimed, located and maintained to shield
I
COVERED
�ON�PA59 GR4 VEL
A 1. 332 ACRES
I
adjacent
properties and to not produce glare onto adjacent
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properties or road rights-of-way. Parking lot fixtures and
light fixtures on buildings shall be full-cutoff fixtures,
8
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PROPOSED 10,500 sf (OFFICE-RETAIL)
97-7
98 981 98-4
FF=698,50'
Buildingmountedor wall pack lighting fixtures shall not
be than 25 feet the finished
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mounted more above grade
of the building. These fixtures shall be shielded
(full-cutoff) so that the light source is not visible from
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CG-6R 97-z 971 adjacent properties or road rights
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DATE: MAY 4, 2020
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SCALE: 1.1 = 20'
FILE NO. 0023
SHEET 4 OF 8
TREAT WITH SEALANT
TYPICAL 36" TALL PICKETS INSTALLED ON 4'X4'X5'
TREATED POSTS SET 24" DEEP.
HEADLIGHT SCREENING
FENCE DETAIL
N.T.S.
PARK CENTER DRIVE - ROUTE 1323
TOP = 691.99'
INV. IN = 685.19'
— — — — — — INV. OUT = 688.17'
— — — — — — — — — — — — — —
/� GAS MARKER -----
GAS — GAS — GLS —CAS — GVS — — GAS— cAs -- CAS — GAS- Ohs—
OAS
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l� ELIP19'X30" Ex. Maple Ex. Maple —
EX 50' DRAINAGE ESMT — —
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INSTALL 70'OFHEADLIGHT j / j (, I I / 175'
SCREEN (18 SHRUBS)
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PROPOSE -D 10,500 sf (OFFICE -RETAIL)
III
FF=698.50'
CG -6R
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T-GR411F 6; .r
SA W-CUTASPHALT EDGE CG -6R
EX. C/0
Proffere 0' Landscape Strip (36" Evergreen Hedgerow) \ SSMH
TOP = 698.86'
/ INV IN=693 00'
INV OUT=693.64'
/INV=691.1
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INV= 6 '.0
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Requirement
3
Parking Stalls
1 per 10 Stalls
73 p
per
3
1 per 1, 000 sf
6.75'
Impervious Area > 100,000 sf
691.31'
=692.17' J
N/A
Ilex crenata
9
f
42
Green Area 5% of 43,800 = 2190 sf
1
12
DW
Kousa Dogwood
Cornus Kousa
2" Caliper
25'+
Proffered 10
�6" Evergreen He
erow)
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TOP=69
INV IN=
INV OUT
Landscape Strip (.
I
Requirement
Calculation
Parking Stalls
1 per 10 Stalls
73 p
per
Impervious Area < 100,000 sf
1 per 1, 000 sf
6.75'
Impervious Area > 100,000 sf
691.31'
=692.17' J
N/A
Ilex crenata
36"
42
Green Area 5% of 43,800 = 2190 sf
2195 sf = 591, provided
12
DW
Kousa Dogwood
Cornus Kousa
2" Caliper
25'+
33
�6" Evergreen He
erow)
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Trees
Ex. 118 parkingspaceser reserved for 54A -(l) -Al
n
easement at #150009975 ~ ~
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IS"yOPE TOP=697.12'
INV=693.56'
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34.03
53°
♦ 5 31" W 51,44' I\ S
----7V 59036'02" W - 121.81' S
I TOP=698.76'
I �Nb7n> 6 1 '
INV OUT=691.39'
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6" PVC
NV. IN 692.2.0
W W W IN KOUT = 692.0.
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LANDSCAPING NOTES
1. Miss Utility must be contacted prior to Alanting. Advise engineer of record of any conflicts in planting locations and utility markings.
2. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
3. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched.
4. The planter shall guarantee all plants for one year.
5. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner.
6. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
7. All planting shall conform to with § 165-103.01 Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and
maintenance).
I LANDSCAPING
New Parking Lot Data
Trees
Requirement
Calculation
Parking Stalls
1 per 10 Stalls
125/10 = 13
Impervious Area < 100,000 sf
1 per 1, 000 sf
58, 654/2, 000 =29
Impervious Area > 100,000 sf
1 per 5, 000 sf
N/A
Ilex crenata
36"
42
Green Area 5% of 43,800 = 2190 sf
2195 sf = 591, provided
New Trees
9 Trees existing
33 Trees req'd
Shrub
Headlight Screen - 70%4'=18 shrubs
Symbol
Common Name
Botanical Name
Planting Size
Mature
Quantic y
Symbol
Common Name
Botanical Name
Q JH
Quantic y
Ilex crenata
36"
21
Height or Caliper
Height
12
DW
Kousa Dogwood
Cornus Kousa
2" Caliper
25'+
33
Shrub
Headlight Screen - 70%4'=18 shrubs
Symbol
Common Name
Botanical Name
Planting Size
Quantity
Y
Quantic y
SJ
Shore Juniper
Height
Q JH
Japanese Holly
Ilex crenata
36"
21
PROFFERED LANDSCAPING
Proffered 10' Landscape Strip (36" Evergreen Hedgerow with Ground Cover)
+/-170' long
Shrub
Symbol
Common Name
Botanical Name
Planting Size
Quantity
Quantic y
SJ
Shore Juniper
Height
Q JH
Japanese Holly
Ilex crenata
36"
40
Ground Cover
Symbol
Common Name
Botanical Name
Mature Size
Quantity
Quantic y
SJ
Shore Juniper
Juniperus conferta
8' wide, 8" tall
22
12 Additional Trees within Interior of Pond
New Trees
Symbol
Common Name
Botanical Name
Planting Size
Mature
Quantic y
J
O
Height or Caliper
Height
C
SM
Sugar Maple
Acer saccharum
2" Caliper
60'-75'
12
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TREE PLANTING DETAIL
(NOT TO S(ALE)
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CONTAINER GROWN SHRUB
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BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
(NOT TO SCALE)
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.
6.) Preferred method of seeding is by use of "Hydro -Seeding". Alternatives
methods are allowed if approved by the owner and General Contractor only.
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Seedino Schedule (Der section 3.32 of VESH
CONTAINER GROWN SHRUB
vm. wr w aoe
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BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
(NOT TO SCALE)
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.
6.) Preferred method of seeding is by use of "Hydro -Seeding". Alternatives
methods are allowed if approved by the owner and General Contractor only.
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DATE: MAY 4, 2020
SCALE: 1" = 20'
FILE NO. 0023
SHEET 5 OF 8
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SCALE: 1" = 20'
FILE NO. 0023
SHEET 5 OF 8
E & S CONTROL STANDARDS
1. Permanent or temporary soil stabilization shall be applied to denuded
areas within seven days after final grade is reached on any portion of the
site. Temporary soil stabilization shall be applied within seven days to
denuded areas that may not be at final grade but will remain dormant for
longer than 30 days. Permanent stabilization shall be applied to areas that
are to be left dormant for more than one year.
2. During construction of the project, soil stockpiles and borrow areas shall
be stabilized or protected with sediment trapping measures. The applicant
is responsible for the temporary protection and permanent stabilization of
all soil stockpiles on site as well as borrow areas and soil intentionally
transported from the project site.
3. A permanent vegetative cover shall be established on denuded areas not
otherwise permanently stabilized. Permanent vegetation shall not be
considered established until aground cover is achieved that is uniform,
mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other
measures intended to trap sediment shall be constructed as a first step in
any land -disturbing activity and shall be made functional before upstream
land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as
dams, dikes and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed
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
yards per acre of drainage area and the trap shall only control drainage
areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from
drainage areas greater than or equal to three acres shall be controlled by
a sediment basin. The minimum storage capacity of a sediment basin
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
twenty-five year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those
conditions expected to exist while the sediment basin is utilized.
7. Cut and fill s/o es shall be designed and constructed in a manner that
P
will minimize erosion. Slopes that are found to be eroding excessively
within one year of permanent stabilization shall be provided with additional
slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not How down curt or fill slopes unless
contained within an adequate temporary or permanent channel, Hume or
slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other
protection shall be provided.
10. All storm sewer inlets that are made operable during construction shall
be protected so that sediment -laden water cannot enter the conveyance
system without first being filtered or otherwise treated to remove sediment.
II.Before newly constructed stormwater conveyance channels or pipes are
made operations., adequate outlet protection and any required temporary
or permanent channel lining shall be installed in both the conveyance
channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be
taken to minimize encroachment, control sediment transport and stabilize
the work area to the greatest extent possible during construction.
Nonerodible material shall be used for the construction of causeways and
cofferdams. Earthen fill may be used for these structures if armored by
nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more
than twice in any six-month period, a temporary vehicular stream crossing
constructed of nonerodible material shall be provided.
14. All applicable federal, state and local regulations pertaining to working
in or crossing live watercourses shall be met.
15. The bed and banks of a water course shall be stabilized immediately
after work in the watercourse is completed.
16. Underground utility lines shall be installed in accordance with the
following standards in addition to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall 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 property
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.
f.Applicable safety regulations shall be complied with.
17. Where construction vehicle access routes intersectpaved or public
roads, provisions shall be made to minimize the transport of sediment by
vehicular tracking onto the paved surface. Where sediment is transported
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
roads by shoveling or sweeping and transported to a sediment control
disposal area. Street washing shall be allowed only after sediment is
removed in this manner. This provision shall apply to individual
development lots as well as to larger land -disturbing activities.
18.A# temporary erosion and sediment control measures shall be removed
within 30 days after final site stabilization or after the temporary measures
are no longer needed, unless otherwise authorized by the local program
authority. Trapped sediment and the disturbed soil areas resulting from the
disposition of temporary measures shall be permanently stabilized to
prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be
protected from sediment deposition, erosion and damage due to increases
in volume, velocity and peak flow rate of stormwater runoff for the stated
frequency storm of 24-hour duration in accordance with the following
standards and criteria:
SEEDING SCHEDULE
(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 67% Kentucky 31 Tall Fescue and
33% Red Clover.
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.
E & S CONTROL NARRATIVE
Project Description
This site is located at Stonewall Plaza at the intersection of Route 11 and Park
Centre Drive. This site was a gra veled lot for a drive-in theatre from the late
1940's through the 1990s. It was rezoned in the early 2000's for a shopping
center development A site plan was submitted approved in 2003. The plan
included a regional pond, large shared parking lot, a building, and all of the
future building pads. This site plan is for the construction of a 10,500 sf building
on one of these pads.
A "Dry Swale" BMP is proposed to provide stormwater quality measures. This also
provides stormwater management even though the regional pond would have
provide this anyway.
Since there is an existing gravel pad, very little actual land disturbance will take
place in that area. The bulk of the excavation will be for the dry swale.
Existing Site Conditions
This site is compacted gravel from 2003. There has been some grass grow in it
over the years and it has been kept mowed.
Adjacent Parcels
The adjacent parcels are part of the shopping center development.
Off -Site Areas
No off site areas will occur.
Soils
There is one soil type under this parking lot as determined from the USDA's "Soils
Survey of Frederick County, VA. " (#14B) Frederick-Poplimento Loams. This site is
classified as a hydrologic soils group B. These soils have medium erodibility and
runoff.
Geology
This area is known for karst conditions; however, no signs of sinkholes or rock
outcroppings are present for this area. Since the development is mainly the
excavation of a dry swale and any accidental runoff would be contained in the
existing pond, very minor measures will be needed.
Critical Areas
No critical areas present.
Erosion Control Measures
• Install construction entrance with wash rack, if needed
• Install silt fence
• Install the inlet and outlet protection
• Grade site and apply compacted gravel to stabilize areas or building and parking
• Grade remaining site and install utilities. Seed and stabilize exposed surfaces
upon reaching final rade
Immediately P 9 9
Permanent Stabilization
Upon reaching final grade, seed and straw (or hydro -seed) the exposed areas. Silt
and other measures may be removed when 85% of the bare ground has a stand
of grass.
Genera/ Erosion and Sediment Control Notes (VESH Table 6-1
ES -1. Unless otherwise indicated, all vegetative and structural erosion and sediment
control practices will be constructed and maintained according to minimum
standards and specifications of the Virginia Erosion and Sediment Control Handbook
and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations.
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
disturbing activity, and one week prior to the final inspection.
ES -3. All erosion and sediment control measures are to be placed prior to or as
the first step in clearing.
ES -4. A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES -5. Prior to commencing land disturbing activities in areas other than indicated
on these plans (including, but limited to, off-site borrow or waste areas), the
contractor shall submit a supplementary erosion control plan to the owner for
review and approval by the plan approving authority.
ES -6. The contractor is responsible for installation of any additional erosion control
measures necessary to prevent erosion and sedimentation as determined by the
plan approving authority.
ES -7. All disturbed areas are to drained to approved sediment control measures at
all times during land disturbing activities and during site development until final
stabilization is achieved.
ES -8. During dewatering operations, water will be pumped into an approved
filtering device.
ES -9. The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or cleanup to
maintain the effectiveness of the erosion control devices shall be made
immediately.
Frederick County Note:
The Public Works and Engineering Department will retain the right to add to or
modify these erosion and sediment control measures during the construction
process, within reason, to ensure adequate protection to the public and
environment.
SYMBOL
E & S DEVICE
QUANTITY
LCG
LIMITS OF CLEARING & GRADING
0.54 ac
PS
PERMANENT SEEDING
10.12 ac
SF
WIRE SUPPORTED SILT FENCE
400 ft
OP
O
OUTLET PROTECTION (4")
1 each
GAS MARKER
IP 19
saL Vis_=cis= cnscAs=cos=cTscs=rr3----
*X30
SGAS VALVE
V------- - - - - �� ---- "u - - -- --- --------- --7 I
- _.---_.---- - _-
---- - ---- ---
------__---_.-, ^�
- - - - - - EX 50' DRAINAGE ESMT - - `
#020002050 EX. CHECK DAM I
-------_._--_. -- -----.----_.-_--._ _ -- - _ ` - - ---- - �
_-Y -
- ------ - _ _-_ _ ----
_ _ _ _-- - _- -_
x- F ---------------------------�
-x-----x
X
►►-------- ---x"-- _-__ x- x =x _.X..__- x- x- X_ -- -- IGAS -cAS-
54A-(1)-
�t 5' ' JNS RENTAL
x
r 1900135
/17
t ZONED:
I i //k
k r' 1.332 AC
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F c€ orc'aass
PROPOSED 10,500 sf (OFFICE -RETAIL)
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fF=698.50'
/ll l(l
CG 6R SF
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/ \ SSMH
X10 $ ,-
�o TOP = 698.86'
III INVIN=693.00'
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IINV=691.1 'I ' ( / r J ( \ ��- / / �-_ } ( _-� - }-�= =-�
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Ex. 118 parking spaces v)
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73 per reserved for 54A -(1) -AI , -� y
3 per easement at #150009975
�`r -SII a III
INSTALL 70' Of SILT FENCE ON ASPHALT -
SEE DETAIL AT BOTTOM RIGHT
20' 0' 20'
GRAPHIC SCALE
CODE
SOIL NAME
HYDROLOGIC
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FILE NO.
GROUP
148
FREDERICK-POPLIMENTO LOAMS
B
SOILS MAP - 1 "=400'
77
rTE/
14B
33C
29
33C
17C
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET PO515 AVD EXCAVATE A 4'X4' 2. MAPLE WIRE FENCDq TO TIE FOSIS.
TRENCH MPSWPE ALONG THE AE
DF POBIS.
i
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXPEND IT INTO TIE TTEHCH.
4. BA m AND CDMPACI THE
U% VATED SOIL
OF FABRIC AVD WIPE INID TIE TPENCH.
KL FABRIC
14B -�
so=ea. nom Pam s 5-1
S11I
3d0 (MIN.)
'IPE OUTLET TO WELL
)EFINED CHANNEL
STONE CONSTRUCTION ENTRANCE
TV RDA EASTDXi
PAVEIQii
I A I 3 3:1 i
rnTER CLDIH�
6 -MI Al Qp'TDl1AL]'
/ SIDE ELEVATION
70'M.
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am.ro
H .new �ibil 1p MM
�Illlllllll��r _r•�a.�'
Silt Fence Installation on Asphalt
NOTES:
1. Use 2'x4" treated lumber for construction.
2. Install a mastic seal to prevent sediment laden water from escaping.
3. Silt fence shall be taunt and securely fastened to the face of the frame
and between asphalt and bottom 2'x4 ".
4. Fabric must meet the VESC guidelines for silt fence.
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SCALE:
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DATE:
MAY 4, 2020
SCALE:
1"=20'
FILE NO.
0023
SHEET 6
OF 8
10' 0' 10, l 11
GRAPHIC SCALE /
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TOP BERM = 697.80' - -
OVERFLOW TO POND = 696.80'
Surface area = 1406 sf 694.50'
lnstGll 6' wide 692.50'
Geotex 351 or
equivalent 692.25'
692.00'
691.00'
910
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/MH=697.5' �-
INV=694.6/
go 0,
24 " Media
3" Pea Gravel
4 " underdrain
w/ 2" holes
15 " JTy57's - sump
Dry Swale Cross -Section
N. T. S.
9 r
100 yr 697.15'
10 -yr 696.93'
2 -yr 695.53'
1 -yr 694.78'
S/
STORMWATER QUANTITY ANALYSIS
Project area is 0.46 acres. Of this, 0.32 acres are impervious (asphalt and
compacted gravel) and 0.14 acres is lawn. When complete, the new parking lot
will/ increase the impervious area to 0.34 acres with 0.11 acres remaining in
grass.
This site is located at the intersection of Martinsburg Pike and Park Centre Drive
near Back Seat Grill. The project will develop a 10,500 sf building with
sidewalks.
Existing Flowrates
1 -year event = 0.44 cfs, (933 cu. ft.)
2 -year event= 0.85 cis, (1,694 cu, ft.)
10 -year event= 1.70 cis (3,422 cu. ft.)
Post -Development Flowrates
1 -year event = 1.29 cis, (2,688 cu. ft.)
2 -year event = 1.60 cfs, (3,276 cu. ft.)
10 -year event = 1.61 cfs, (5,484 cu. ft.)
Dry Swale Routing
The water flows into the dry swale and must migrate out the 6" perforated pipe
to flow back into the drainage shed. The flowrate reduction is:
1 -year event = 0.16 cis, (1,716 cu. ft.)
2 -year event = 0.18 cis, (2,414 cu. ft.)
10 -year event = 0.95 cfs, (4,380 cu. ft.)
Energy Balance Equation -(1-year storm)
(Q -post) < Q -pre x (RV-pre/RV-post)
0.16 <0.44x(93311716)
0.16 < 0.24 requirements are met.
STORMWATER QUALITY ANALYSIS
Design Decision
Due the small size of the development, a level 1 dry Swale shall be utilized for
the BMP. Since there is an existing parking lot and compacted gravel in the
building area, the Virginia Runoff Reduction Method for ReDevelopment is used.
Pre-ReDevelopment Conditions
The 0.46 acres is within the hydrologic soils group C.
0.32 acres are impervious
0.14 acres are managed turf
Post-ReDevelopment Conditions
0.34 acres are impervious
0.12 acres are managed turf
Phosphorous Load Reduction required is 0.11 Ib/yr
The proposed Dry Swale will also act as the stormwater management.
This pond will remove 0.31 lbs/yr meeting the requirements.
DRYS WALE DESIGN (LEVEL 1)
6.1 Sizing
Dry Swale Treatment volume = Tv = 1,268 cu. ft. (provided from VRRM Spreadsheet)
Storage Depth = (2.3'x 1) + (2.0'x.25) + (1.25'x.40) = 3.3'
Level 1 - SA = (Tv) / Storage Depth = 126813.3'= 384 sf (min)
Surface Area Provided = 1406 sf
6.2 Soil Infiltration Rate Testing:
Not required since underdrain is being utilized.
6.3 Dry Swale Geometry:
1:15 parabolic shape utilized with 3:1 slope to top of media.
Media width is 8',• therefore, check dams and berms are not required.
6.4 Pretreatment.
Gravel and grass filter strip between the parking lot and dry Swale is utilized.
6.5 Conveyance and Overflow:
Minimum slope of less than 0.5%
Velocity in swale less than 0.5 ft/s
Overflow will drain into existing natural drainage Swale on 100 -yr storms
6.6 Filter Media: (per B/oretention standard)
85%-88% sand
8%-12% soil fines
3%-5% organic matter in the form of leaf compost
Install 110% of the plan volume to account for settlement
Do not compact.
6.7 Underdrain and Underground Storage
Install 12" of #57's below the invert of the underdrain.
Install 6" of #57s along the sides to the top of pipe.
Install minimum 3" of pea gravel over underdrain and #57's
Contributing area is less than I acre; therefore, a cleanout is only required at the
ends.
6.8 Landscaping Plan
Install 3" of clean, screened topsoil prior installing turf or hydro -seeding.
DRY SWALE CONSTRUCTION
8.1. Construction Sequence
Construction Stage ESC Controls. Dry Swales should be fully protected by silt fence or construction
fencing, particuladyf£they will provide an infiltration function (i.e., have no underdrains). Ideally,
Dry Swale areas should remain outside the limits of disturbance during construction to prevent soil
compaction by heavy equipment.
Dry swale locations maybe used for small sediment traps or basins during construction.
However, these must be accompanied by notes and graphic details on the E&S Control plan
specifying that the maximum excavation depth of the sediment trap/basin at the construction
stage must (1) be at least 1 foot above the depth of the post -construction Dry Swale installation,
(2) contain an underdrain, and (3) specify the use of proper procedures for conversion from a
temporary practice to a permanent one, including de -watering, cleanout and stabilization.
8.1. Construction Sequence
The following is a typical construction sequence to properly install a Dry Swale, although the steps
may be modified to adapt to different site conditions.
Step 1: Protection during Site Construction. As noted above, Dry Swales should remain outside
the limit of disturbance during construction to prevent soil compaction by heavy equipment. However,
this is seldom practical given that swales are a key part of the drainage system at most sites. In
these cases, temporary E&S controls such as dikes, silt fences and other similar measures should be
integrated into the swale design throughout the construction sequence. Specifically, barriers should be
9 9 9 9 P Y,
installed at key check dam locations, erosion control fabric should be used to protect the chane;
and excavation should be no deeper than 1 feet above the proposed invert of the bottom of the
planned underdrain. Dry Swales that lack underdrains (and rely on filtration) must be fully protected
by silt fence or construction fencing to prevent compaction by heavy equipment during construction.
Step 1Installation may only begin after the entire contributing drainage area has been stabilized ed by
vegetation. The designer should check the boundaries of the contributing drainage area to ensureit
conforms to original design. Additional E&S controls may be needed during swale construction,
particularly to divert stormwater from the Dry Swale until the filter bed and side slopes are fully
stabilized. Pre-treatment cells should be excavated first to trap sediments before they reach the
planned filter beds.
Step 3. Excavators or backhoes should work from the sides to excavate the Dry Swale area to the
appropriate design depth and dimensions. Excavating equipment should have scoops with adequate
reach so they do not have to sit inside the footprint of the Dry Swale area.
Step 4. The bottom of the Dry Swale should be ripped, roto -tilled or otherwise scarified to promote
greater infiltration.
Step 5. Place an acceptable filter fabric on the underground (excavated) sides of the dry swale with
a minimum 6 inch overlap. Place the stone needed for storage layer over the filter bed. Perforate
the underdrain pipe and check its slope. Add the remaining stone jacket, and then pack #575tone
to 3 inches above the top of the underdrain, and then add 3 inches of pea gravel as a filter layer.
Step 6. Add the soil media in 12 -inch lifts until the desired top elevation of the Dry Swale is
achieved. Wait a few days to check for settlement, and add additional media as needed.
Step 7. Install check dams, driveway culverts and internal pre-treatment features, as specified in the
plan.
Step 8. Prepare planting holes for specified trees and shrubs, install erosion control fabric where
needed, spread seed or lay sod, and install any temporary irrigation.
Step 9. Plant landscaping materials as shown in the landscaping plan, and water them weekly during
the first 2 months. The construction contract should include a care and replacement warranty to
ensure that vegetation is properly established and survives during the first growing season following
construction.
Step 10• Conduct a final construction inspection and develop a punchlist for facility acceptance,
8.3. Construction Inspection
Inspections are needed during construction to ensure that the Dry Swale practice is built in
accordance with these specifications. Detailed inspection checklists should be used that include
sign -offs by qualified individuals at critical stages of construction, to ensure that the contractor's
interpretation of the plan is consistent with the designer's intent. An example construction phase
P P 9 P
inspection checklist for Dry Swales can be accessed at the CWP website at:
http://www.cwp.org1Resource_Library/Controlling_Runoff_ and Discharges/sm.htm
(scroll to Tool6: Plan Review, BMP Construction, and Maintenance Checklists)
Some common pitfalls can be avoided by careful construction supervision that focuses on the
following key aspects of dry swale installation.
• Check the filter media to confirm that it meets specifications and is installed to the correct
depth.
• Check elevations such as the invert of the underdrain, inverts for the inflow and outflow
points, and the ponding depth provided between the surface of the filter bed and the overflow
structure.
• Ensure that caps are placed on the upstream (but not the downstream) ends of the
underdrains.
Make sure the desired coverage of turf or erosion control fabric has been achieved following
construction, both on the filter beds and their contributing side -slopes.
Inspect check dams and pre-treatment structures to make sure they are properly installed and
working effectively.
• Check that outfall protection/energy dissipation measures at concentrated inflow and outflow
points are stable.
The real test of a Dry Swale occurs after its first big storm. The post -storm inspection should occur
on whether the desired sheetAow, shallow concentrated flows or fully concentrated flows assumed in
the plan actually occur in the field. Also, inspectors should check that the Dry Swale drains
completely within minimum 6 hour drawdown period. Minor adjustments are normally needed as a
result of this post -storm inspection (e.g., spot reseeding, gully repair, added armoring at inlets or
outfalls, and check dam realignment.
DRY SWALE MAINTENANCE
9.1. Maintenance Agreements
Section 4 VAC 50-60-124 of the regulations specifies the circumstances under which a
maintenance agreement must be executed between the owner and the local program. This section
sets forth inspection requirements, compliance procedures if maintenance is neglected, notification
of the local program upon transfer of ownership, and right -of -entry for local program personnel.
9.1. Maintenance Inspe
Annua inspections are used to trigger maintenance operations such as sediment removal, spot
revegetation and inlet stabilization. The following is a list of several key maintenance inspection
points:
Add reinforcement planting to maintain 95% turf cover or vegetation density. Reseed any
salt -killed vegetation.
• Remove any accumulated sand orsediment deposits on the filter bed surface or in
pretreatment cells.
• Inspect upstream and downstream of check dams for evidence of undercutting or erosion, and
remove trash or blockages at weepholes.
• Examine filter beds for evidence of braiding, erosion, excessive ponding or dead grass.
• Check inflow points for clogging, and remove any sediment.
• Inspect side slopes and grass filter strips for evidence of any nll or gully erosion, and repair
as needed.
Look for any bare soil or sediment sources in the contributing drainage area, and stabilize
immediately.
Ideally, inspections should be conducted in the spring of each year. Example maintenance
inspection checklists for Dry Swales can be accessed in Appendix C of Chapter 9 of the Virginia
Stormwater Management Handbook (1010) or at CWP website at
htto.•11www.cwo.cro/Resource LibrarwControllino Runoff and Discharoes/sm.htm
(scroll to Tool& Plan Review, BMP Construction, and Maintenance Checklists)
ng the remainder of the first growing season (April - October), depending on rainfall.
9.3. Routine Maintenance and Operations
Once established, Dry Swales have minimal maintenance needs outside of the spring clean up,
regular mowing, and pruning and management of trees and shrubs. The surface of the filter bed can
become dogged with fine sediment over time, but this can be alleviated through core aeration or
deep tilling of the filter bed. Additional effort may be needed to repair check dams, stabilize inlet
points, and remove deposited sediment from pre-treatment cells.
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DATE: MARIJVl12S, 2020
SCALE: 1" = 10'
FILE NO. Om23
SHEET 7 OF 8
FREDERICK COUNTY FIRE MARSHAL NOTES
SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" NO NO NO
1 Q
PARING PARING PARKING
NO NO STANDING STANDING STANDING D103,7 Curb Designation, Where curbing is provided adjacent to fire lane, it must be
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SECTION D101 GENERALNO
D101. I Scope - Fire apparatus access roads shall be in accordance with this appendix and all other applicable requirements of the International Fire Code.
FIRE LANE FIRE LANE FIRE LANE
PARKING PARKING PARKING painted yellow within the limits of the fire lane. In areas without curbing a 6 inch yellow
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SECNOND102REQUIRED ACCESS
0102. 1 A ccess and loading - Facilities, buildings or portions of buildings hereafter constructed shall beaccessible tofire department apparatusbyway ofan
OR OR OR line shall be applied to the edge of pavement. Paint shall be highway traffic grade.
C:
approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus■�
weighing a t least 75, 000 (34 050 kg),
STANDING STANDING STANDING
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SECTION D103MINIMUM SPECIFLCATIONSFIRE
LANE FIRE LANE FIRE LANE
-°
D1031 Access road width with a hydrant - Where a fire hydrant is located on a fire apparatus access road, the minim um road width shall be 16 feet (7915
mm), exclusive of shoulders (see figure D1031).
^ No More Than 50 feet6 u 6 n
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D103.26rade- Fire roads sha//not exceed l0percentingrade. Exception: Grades steeperthanl0percentasapprovedbythe fire chief
8 Between Signs I�
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apparatus access
D103.3 Turning Radius -The minimum turning radius shall be determined by the fire code official.
D103.4DeadEnds-Dead-endfireapparatus access roads in excess of 150feet (45720mm) sha/lbeprovided with width and turnaroundprovisionsin
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TABLED103.4 REQUIREMENTS FOR DEAD-END FIREAPPARA TUSACCESSROADS
an arrow on the bottom an arrow on the bottom no arrow. One sign
pointing to the right, pointing to the lett. One mounted parallel t0 the
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LENGTH(feet) WIDTH(feet) TURNAROUNDSREQUIRED
One sign mountedsign mounted parallel to line of curbing or
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1. Length 0'-150
parallel to the line of the line of curbing or pavement.
curbing or edge at the
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a. 20' width required
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b. no turnaround required
pavement pavement
Limits of fire Lane
edge at the end of the end of the painted area. I Curbs shall be identified b a 6 inch Rolled curbs shall be identified b a 6 Roads with no curbs shat/ be identified
painted area. �� stripe on the top and side. inch stripe to the byby a 6 inch stripe.
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2. Length 151'-500'
yellow paint ye/%w paint ye/low
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a. 20' width required
b. Turnaround required: 120'hammerhead, 60"'Y; or96'diametercul-de-sac
3 Length 501'-750'
a. 26' width required
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b. Turnaround required:120'hammerhead,60"'Y"or96'diameter cul-de-sac
4. Length greater 750'
PARK CENTER DRIVE - ROUTE 1323
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a. Special approval required
D103.5 Fire apparatus access road gales
Gates securing the Bre apparatus access roads shall comply with all of the following criteria:
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1. The minimum gate width shall be20feet /6096mmJ.
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2. Gates shall be of the swinging or sliding type.
3. Construction ofgates shall be ofmaterials that al/ow manual operation by one person.
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4. Gate components shall be maintained in an operative condition at all times and replaced or repaired when defective.
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5. f/ectricgates be byfire department for Emergency devices
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shall equipped with a means of opening thegate personnel emergencyaccess opening
shall be approved by the fire code official.
6. Manua/ openinggates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry
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tools or when a key box containing the key(5) to the lock is installed at the gate location.
7. Locking device specifications shal/besubmittedforapprovalbythe fire codeoKcial.
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8. f/ectricgate operators, where provided, shall be listed in accordance with 01325.
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9. Gates intendedforautomaticoperationshal/be designed, constructed andinstalledtocomplywiththe requirements ofASTMF2200.
0103.6Signs. Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARKING - FIRE IANEsigns complying
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with Figure D103.6. Signs shal/have a minimum dimension of 11 inches (305 mm) by 18 inches (457mm) high and have red letters on a white background.
11 EX 50' DRAINAGE ESMT
Signs shall be posted on one orboth sides of the fire apparatus road as required bySection D103.6.1 or D1036.1.
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0103.6.1 Roads 20 to 26 feet in width -fire lane signs as specified in Section 106.3 shall be posted on both sides of the fire apparatus roads that are 10 to
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16 feet wide.
D103.6.2 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
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than 26 feet wide and less than 31 feet wide.
SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS
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D104.1 Buildings exceeding three stories or 30 feet in height
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Buildings or facilities exceeding 30 feet (9144 mm) or three stories in height shall have at/east two means of fire apparatus access for each structure.
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D104.2 Buildings exceeding 62, 000 square feet in area
Buildings or facilities having a gross building area of more than 62,000 square feet (5760 m2) shall be provided with two separate and approved fire apparatus
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access roads.Exception: Projects having a gross building area of up to 124, 000 square feet (11520 m2) that ha ve a single appro ved fire apparatus access road
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when a# buildings are equipped througho ut with appro ved automatic sprinkler systems.
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D104.3 Remoteness
Where two fire apparatus access roads are required, theyshall be placed a distance apart equal to not less than one half of the length of the maximum
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overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses.
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SECTION DIOSAER/ALFIRE APPA RATUSACCESSROA DS-��_
ZONED: B-2
D105.1 Where required
Where the vertical distance between thegrade plane and the highest roof surface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads
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shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of pitched roof, the intersection of
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the roof to the exterior wall, or the top ofparapet walls, whichever isgreater.
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D105.2 Width
Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7915 mm), exclusive of shoulders in the immediate vicinity of the
PROPOSED 10,500 sf (OFFICE-RETAIL)
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building or portion thereof.
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D105.3 Proximity to building
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At /east one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a maximum of 30 feet (9144
mm) from the building and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial Bre apparatus access
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road is positioned shall be approved by the fire code official.
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D105.4 Obstructions
Overhead utilityand power/ines shall not be located over the aerial Bre apparatus access road or between the aerial fire apparatus roadand the building.
Other be be fire
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obstructions shall permitted to placed with the approval of the code official.
4904General requirements. The following requirements shall apply to all construction or land development activities in areas of the County to which this
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article applies:
A. Means of access forfire Department apparatus.
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(1) The means of access for Fire Department apparatusandpersonnelsha/l consist offirelanes, private streets, streets parkmglot/anesora combination
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/1J Parking inanymeansofaccess sha//notbepermitted within l5feet ofafirehydrant, sprinkler orstandpipeconnection orinany other manner which
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will obstruct orinterferewith the Fire Departments use ofthe hydrant orconnection.
(3) 'No parking"signsoranother designation indicatingthatparkingisprohibitedshallbeprovidedatallnormalandemergencyaccesspointsto
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INVOUT=693.64'
structures and within 15 feet of each fire hydrant, sprinkler orstandpipe connection.
F,ees.
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IJ The eMarsha/orhis/herdesignatedrepresentative, in
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lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a manner prescribed by the Fire Marsha/ or
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his/her designated representative. Parking in a designated (ire lane shall be controlled by Chapter 158, Vehicles and Traffic, of the Frederick County
Code.
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(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
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all- weather surface ade uatel designed to support an fire a aratus like/ to be opera in such fire lane or be o(subsurface construction designed
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to support the same loads as the above surfaces and be covered with no more than three inches of soil or sod, or both and be designed with radii of
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sufficient length to allow for safe turning by any fire apparatus likely to be operated on such fire lane.
(3) Fire lanes connecting to public streets, roadways orprivate streets shall be provided with curb cuts extending at /east two feet beyond each edge of
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the fire lane.
(4) Chains orother barriers maybe providedatthe entrance tafire lanes orprivatestreets, provided that theyareinstalled according tothe
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requirements of the Authority Havinglurisdiction.
C. Parking lot lanes -Parking lot lanes shall have a minimum of 15 feet clear width between rows of parked vehicles for vehicular access and movement
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C)
A Location ofstructures.
(I) At /east three perimeter walls of allindustrial, commercial, public orsemipublic or residential structures with three or more dwelling units perstructure
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shall be within 200 feet of a street, fire lane, or private street.
(2) Structures exceeding30 feet in height shall not beset back more than 50 feet from a street, fire lane or private street.
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l3J When any combination of private Bre-protection facilities, including but not limited to fire-resistive roofs, Bre separation walls, space separation and
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automatic fire-extingu/shingsystems, is provided, and approved by the Fire Marshal orhis/her designated representative as an acceptable alternative,
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 volunteer company, require at two means of access
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fire apparatus to all commercial and industrial structures. Those access ways shall meet the requirements of Subsection e(3).
(5) Landscaping or other obstructions shall not be placedaroundstructuresorhydrants inamannersoastoimpair orimpede accessibility for fire-fighting
and rescue operations.
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E. Watersupply.
(I) Water supply systems sha//bedesignedsoas to be capable ofsupplying atleast 1,000ga1/onsperminute at2Opoundspersquareinch. Water
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made available and operational before combustibles are on site during construction.
supplies s developed
lZJ /n areas deve%ped with single -family detached or duplex dwelling units, there shall be afire hydrant within 400 feet atoll units. In areas developed
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with three to five dwelling units perstructure, there shall be a hydrant within 300 feet of all units. In areas developed with six ormore dwelling units
perstructure,there shall beat least two hydrants within 300feet ofallunits, Inareas deve%ped with industria/orcommercialdevelopment(s), there
shall be a hydrant within 300 feet of all portions ofanystructure. Where one hydrant is dedicated to the operation of standpipe system, there shall
be at/east one other hydrantmeeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall
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not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along center -line roadwaysurfaces ora/ong surfaces
meeting the requirements of a fire lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shall be directly from a
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roadway and/or fire lane.
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(3) Fire hydrants shall be marked in accordance with the Frederick County Sanitation Authority policy.
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(4) Fire hydrants located in parking areas shall be protected bybarrlers that will prevent physica/damage from vehicles.
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(5) Fire hydrants shall be located within three feet of the curbline of fire lanes, streets or private streets when installed along such access ways.
DATE: MAY 1, 2020
(6) Fire hydrants shall be installed in accordance with the standards of the Frederick County5anitation Authority.
(7) Threads on fire hydrant outlets shall conform to Frederick CountySanitationAuthoritypolicy.
SCALE: 1" = 20'
(8) Fire hydrants shall be supplied by not less than a six-inch diametermain.
F. Fire protection during construction. Trash, debris and other combustible material shall be removed from the construction site as often as necessary to
FILE NO. 0127
maintain a firesafe construction site.
SHEET 8 OF8
G. Plans. Complete as-builtbudding floor plans, site plans and plans of fire-suppression systems shall be submitted to the chief Building Ofcia/and Fire
Marshal, or theirrespective designated representatives, prior to issuance of the final certificate of occupancy.