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OWNER / DEVELOPER:
TM# 64-A-18
Madison II, LLC
558 Bennys Beach Road
Front Royal, VA 22630
Contact: Mr. David Madison
Tel: 540-974-0584
TAX MAP#64H-1-1-109
Zoning:
Area:
Existing Use:
Proposed Use:
Historical Structures and Sites: None
ENGINEER/LANDSCAPE ARCHITECT:
Painter -Lewis, PLC
817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601
Contact: John C. Lewis, P.E.,L.L.A.
Tel: 540-662-5792
RP -Residential Performance District and
B2-Business General District
51.26 acres total
(5 acres of B2, 46.26 acres of RP, 4.75 acres
dedicated to public R-O-W)
Vacant
Commercial (B2), Residential Apartments (480 Units) and
Townhouses (108 Units) (RP), Public Roads
Environmental Features:
Wetlands - 2.05 acres of wetlands have been identified on the site.
Flood plains - FIRM Map No. 51069CO209D shows that a portion of the parcel is within Zone X. This zone is
characterized by areas of 1 % annual chance flood with average depths of less that 1 foot.
Steep SLOPES - Approximately 0.02 acres of steep slopes (>50%) have been identified on the site.
Project Phasing:
Phasing for the construction of this project will be in accordance with Items #4, 6a, and 6b of the approved Proffer
Statement for Madison Village, Parcel TM#64-A-18. The approved Proffer Statement can be found on Sheet 69.
Buffers and Screening:
Zoning District Buffers: RP against RP: no buffer required
RP against (vacant) RA:
RP against (residential)RA:
B2 against B2
B2 against RP:
no buffer required
Category B buffer
(30' inactive/20'active w/
full screen)
No Buffer or Screen required
Category B buffer .
(25' inactive/25'active w/
full screen)
Residential Separation Buffers:
Townhouses against Multifamily: Category B: Full Screen in
30' 1 nactive/20' Active
Townhouses against Multifamily (on -site): no buffer required
Road Efficiency Buffer: The existing woodland shall be preserved and maintained as the Road
Efficiency Buffer along Rt. 522.
Storm Water Management: Storm water quantity and quality controls will be provided throughout the
development in multiple, underground & surface facilities.
RP ZONING:
Area: 46.26 acres
Existing Use:
Vacant
Proposed Use:
Residential
Residential Density:
Maximum=640/46.26=13.8 units per acre
Minimum=420/46.26= 9.1 units per acre
Apartment Units Proposed:
480
Townhome Units Proposed:
108
Open Space Requirements:
Required: 30%, 13.88 acres
Proposed: 30%, 13.88 acres
(26% or 3.61 acres is covered by environmental features.)
Recreational Units:
Required: 1 rec, unit per 30 housing units
Required: 588/30= 19.6 rec. units
Recreational Units will include a community building and swimming pool in both Phase 1 and Phase 3, plus
hiking trails generally throughout the development.
See Sheet 2 for unit details.
Parking Requirements:
Minimum Parking Requirement:
2 spaces per unit
Apartment Parking Spaces Required:
480 x 2=960
Apartment Parking Spaces Provided:
993 spaces including 40 ADA spaces
Townhouse Parking Spaces Required:
108 x 2=216
Townhouse Parking Spaces Provided:
267: 1 surface space and 1 garage space (min.) at each lot
+ 51 off -lot spaces
Public R-O-W Spaces Provided:
37
Parking Restriction Lines:
Street Setback:
Required-10'
Yard Setback:
Required-5'
Sign Setback:
Required-10'
Townhouse Lot Dimensions:
Minimum Lot Size:
1,500 sf
Minimum Lot Width:
22' end unit, 18' interior unit
Building Restriction Lines:
From Public or Private Road right of way:
25' with garage
15' without garage
From off-street parking:
15,
Side Yard Setback:
10,
Rear Yard Setback:
20'
Setbacks for Unroofed Decks, stoops, landings:
Front from off-street parking:
10,
Front from private/public road:
15,
Side Yard:
5'
Rear Yard:
5'
Minimum Parking Required:
2 spaces per unit
Maximum Main Building Height:
40'
Maximum Accessory Building Height:
20'
Multi -family Dimensions:
Maximum impervious area:
60%
Building Restriction Lines:
From public roadway:
35,
From offstreet parking or driveways:
20'
Side(peri meter):
50,
Rear(peri meter):
50,
Rear for baiconies/decks:
20'
Building spacing side to side:
20'
Building spacing side to back:
35'
Building spacing back to back:
50,
Building Height:
60'
Principal Structure:
60' (or up to 80' with increased setbacks)
Accessory Structure:
20'
B2 ZONING:
Area: 5.00 acres
Existing Use:
Vacant
Proposed Use:
Commercial
Building Restriction Lines:
Front Yard Major Street Setback:
Required- 50'
Front Yard Minor Street Setback:
Required- 35'
Rear Yard Setback:
Required- 0'
Side Yard Setback:
Required- 0'
Maximum Building Height:
Allowed- 35' (60' for office use and hotels)
Sign Setback:
Required- 10'
Parking Requirements:
Parking Restriction Lines:
Street Setback:
Required-10'
Yard Setback:
Required-5'
Open Space Required:
15%
" A separate Site Plan submittal will be required for the B2 Area
Virginia Department of Transportation®LINTY
LOCATION
General Notes:
Staunton District
v
1. All work and materials shall conform to the current standards of Frederick County, Virginia, the regulations of
Rev. June 19, 2013
the Americans with Disabilities Act, where applicable, and all applicable codes.
VDOT General notes
FREDERICK COUNTY
V11.
All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and
2. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of
Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local
regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern.
Virginia, where applicable.
Vz
All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia
3. It shall be the responsibility of the Contractor to notify "Miss Utility" at 811 at least two (2) working days, but not
Occupational Safety and Health (VOSH) Rules and Regulations.
more than ten (10) days prior to commencement of any land disturbing activity.
V3.
When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of
VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to
4. No disturbed areas shall be denuded more than thirty (30) days. The contractor shall stabilize all denuded
any execution ofwork within the VDOT right of way.
areas within seven (7) days after the end of construction.
V4
The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc.,
owned by VDOT or private/public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that
5. All existing utilities have been shown based upon the best available information. However, there may be
may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developerfrom this responsibility.
existing utilities which are not shown and should be located. Therefore, it will be the responsibility of the
V5.
Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT.
Contractor to verify the location of all existing utilities prior to construction. Any discrepancies between these
Any additional expense incurred as a result of any field revision shall be the responsibility ofthe developer,
plans and the actual field conditions shall be reported immediately to the Engineer, the owner, and the
Y6.
If required by the local VDOT land Development Office, apre-construction conference shall be arranged and held by the engineer and/or
appropriate utility company.
developer with the attendance ofthe contractor (s), various County agencies, utility companies and VDOT prior to initiation ofwork.
LOCATION MAP. 1 " = 2000`
6. All proposed utilities shall be Installed underground.
V7.
The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undermined length of time. VDOT
inspection.
requires and shall receive 48 hours advance notice prior to any required or requested
7. It shall be the responsibility of the Contractor to obtain all permits necessary for construction prior to the
V8.
The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate of
commencement of work. An approved set of construction documents shall be present on the site at all times.
Primary roadway to provide notification ofthe installation and removal ofthe 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
8. Topographic information was derived from a topographic survey performed by Painter -Lewis, P.L.C. A field
Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through
survey determined the topographic information which has been based on U.S.C. and G.S. datum and a contour
construction.
interval of one (1) foot has been established for this project. Contact Painter -Lewis, P.L.C. at 540-662-5792 to
V10.
Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
establish vertical control for project construction.
V11.
All water and sewer lines within existing or proposed VDOT right -of --way shall have a minimum thirty -sic (36) inches cover and when possible shall
9. No soils report was prepared for this project.
be installed under roadway drainage facilities at conflict points.
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Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction
10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable.
shall be immediately brought to the attention ofthe
engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT.
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11. The Contractor shall coordinate the relocation of and the connection to the existing utilities with the
VII&
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. Men soli
appropriate utility company, Where applicable.
samples are submitted to private laboratories for testing, the samples shall be dearly identified and labeled as belonging to a project to be
accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures.
12, The Contractor shall provide all AS BUILT documents and plans to the regulatory agency requiring such.
V14.
All roadway fill, base, subgrade material, and badkfiii in utiiityfstorm sewer trenches shall be compacted in accordance with the lift thicknesses,
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density and moisture requirements as specified in the current VOOT Road and Bridge Specifications. Certified copies of test reports shall be
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Construction Notes:
submitted to VDOT daily, unless specified otherwise.
Erosion and Sediment Control:
VI&
VDOT Standard CD and LID underdrains shall be installed where indicated on these plans andfor as specified by VDOT.
1. All Erosion and Sediment Control measures shall be installed prior to any land disturbing activities. All work
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
0
shall be done in accordance with the current edition of the of Commonwealth of Virginia Erosion and Sediment
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
Control Handbook.
shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their
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representative.
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2. All work shall be confined to the designated Limits of Construction.
V17.
The installation of any entrances and mailboxes within any dedicated street right -of --way shad meet VDOT minimum design standards and is the
3. The Contractor shall be responsible for the installation and maintenance of all Erosion and Sediment Control
responsibility ofthe developer.
measures. All Measures shall be inspected daily and after each significant rainfall by the site superintendent or
Vitt.
Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance
his representative. Any damaged structures shall be repaired or replaced be the end of that work day.
with the Manual On Uniform Traffic control Devices.
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The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all
4.Upon completion of construction, all permanent erosion and sediment control measures shall be installed.
invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to
After stabilization, the temporary Erosion Control devices shall be removed, as approved by the Local Inspection
acceptance of the work. Unit and total prices may be obscured.
Authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized,
V211
Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the
PROPERTY DEVELOPMENT TABULATION
replanted, and mulched, as needed.
density control strip in accordance with Section 304 ofthe VOOT Road and Bridge Specifications and VTM-10. A certified compaction technician
shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
PROPERTY DESCRIPTION AREA (acres)
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density
5. The Contractor shall provide adequate means of cleaning trucks and other construction equipment rior to
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control strip.
be
Existing Total Parcel Area
51.26 acres
entering the public R-O-W. If necessary, a trash rack shall be used as part of the Construction Entrance to help
V21.
Asphalt concrete pavements shall be placed in accordance with Sedion 315 of the VDOT Road and Bridge Specifications. Density shall
determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
in the control of potential mud generated as part of the development of this site. If it is determined that this is not
Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
RP Zoned Area
46.26 acres
sufficient, then a wash rack shall be installed, as needed. It is the responsibility of the Contractor to maintain
opportunity to be present during the construction and testing of the density control strip.
62 Zoned Area
05.00 acres
clean streets and to allay dust at all times.
V2z
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 determinethe type and condition ofthe foundation. The contractor shall report findings of foundation exploration to the engineer and
Total Route 522 R-O-W Dedication
00.19 acres
Paving and Concrete:
VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or
04.56
1. The proposed main drive aisles and parking areas shall receive the minimum pavement sections, as detailed
otherwise unsuitable foundation is encountered, the foundation design andlor need for foundation stabilization shall be determined by the engineer
Proposed Public R-O-W Dedication (on -site)
acres
on the plans. All points of connection with the existing pavement sections shall be graded as required to provide
and approved by VDOT.
Open Space Proposed (within RP)
19.12 acres (41 %)
a smooth transition between the pavement sections..
Y23.
VDOT Standard Guardrail shall be installed where wararked and/or as proposed on these plans in accordance with VDOT's installation criteria.
Final approval ofthe guardrail layout to be given by VDOT after grading is mostly complete.
h t da d +ices
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2. All concrete shall be VDOT classification A-3. Ali work shall be done in accordance wit s an r prat V24.
Approval of these plans shall expire three (3) years from the date of the approval letter.
Phase 1 Open Space/Units
4.85 acres/96 opts/31 towns
Excavation and Grading: V25.
VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans andfor as specified by VDOT.
Phase 2 Open Space/Units
4.62 acres/168 opts/52 towns
1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts
Y2&
The foundations for all box cuhrerts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to
9.65 acres/216 opts/25 towns
exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed
determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation
Phase 3 Open Space/Units
development.
exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT 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)
RP Zoned, Townhouse Density
108units/15.26acres=7.1 units per acre
inches, sots, yielding, otherwise unsuitable foundation is encountered, the foundation design andior need for foundation stabilization
2 All deleterious materials demolished debris and cleared and rubbed materials shall be removed and properly
g P P Y
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shall be determinedbytheengineerand approvedbyVDOT
determined
RP Zoned Multifamily Density
480units/31.00acres=15.5 units per acre
disposed of off -site.
3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on -site, if applicable, in the
ABBREVIATIONS
UTILITY AND REGULATORY CONTACTS:
ASSEMBLY
ASSYareas
as directed by the Owner's representative for future finish grading.
B.F..FBASEMENT FLOOR
WATER AND SEWER SERVICE
BML BUILDING MOUNTED LIGHT
4. All borrow fill material, if necessary, shall be obtained by the Contractor and approved by a Certified
ter
Frederick Water
CG-2, CG-3 VDOT CURB
CG-7, CG-6 VDOT CURB & GUTTER
Goo -Technical Engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of
P. 0. BOX
CIP CAST IN PLACE CONCRETE
ASTM D-698 Maximum Dr Density, or as directed b the Geo-Technical Engineer.
Y Y Y 9
Stephens City, VA 22655
CL CLASS
540-868-1061
CMF CONCRETE MONUMENT FOUND
5, No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the Owner.
CPP CORRUGATED POLYETHYLENE PIPE
CMP CORRUGATED METAL PIPE
BUILDING INSPECTIONS
CMPA CORRUGATED METAL PIPE ARCH
6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 4" topsoil obtained off -site or from
Frederick County Inspections Department
CO CLEAN OUT
the topsoil stockpile on site. The topsoil shall be graded and raked, prior to application of permanent vegetative
107 North Kent Street
DIA. DIAMETER
cover.
Winchester, VA 22601
DS DOWNSPOUT
EOP EDGE OF PAVEMENT
7, All disturbed lawn areas shall be stabilized by the establishment of permanent turf grass installed in
540-665-5650
EOG EDGE OF GRAVEL
EXS ME
accordance with generally accepted practices.
EROSION AND SEDIMENT CONTROL
EX. T
Frederick County Department of Public Works
F.F. FIRST FLOOR
107 North Kent Street
F.F.E. FINISHED FLOOR ELEVATION
FIRECONNECTION
Winchester, VA 22601
FHG HYDRANMENT
540-665-5643
F.L.S. FIRE LANE SIGN
FREDERICK WATER PROJECT INFORMATION
FSL FIRE SERVICE LINE
PUBLIC ROAD IMPROVEMENTS
Ga. GAUGE
GM GAS METER
WATER AND SANITARY SEWER USAGE
rans
Virginia Department of Transportation
9 P P
GV GAS VALVE or GATE VALVE
2275 Northwestern Pike
HCR HANDICAP RAMP
WATER DEMAND 64,310 d
gp
Winchester, VA 22603
BIB
HB HP HIGH POINTSANITARY
SEWER DISCHARGE 64,310 gpd
540-535-1818
INV INVERT
WINCHESTER REGIONAL AIRPORT NOTES
IPF IRON PIPE FOUND
IPS IRON PIPE SET
1. In accordance with the Code of Virginia, Section 15.2-224, and the Federal Aviation Administration
LP LOW POINT
CALCULATION OF DEMAND/ DISCHARGE
Title 14 of the Code of Federal Regulations CFR Part 77, any construction equipment i.e. cranes,
LT. LIGHT
• WATER DEMAND
derricks, etc, that exceeds the height of the proposed structure(s) in the site plan will require filing
MPP METAL LIGHTPOLE
•• RESIDENTIAL: 235 gpd PER CONNECTION
Form 7460-1. The form can be filed online at https:/,/oeaaa.faa.gov/oeaaa external/portal, and all
MH MANHOLE
•• COMMERCIAL: 75 gpd PER 1,000 SF
conditions of FAA's determination must be met.
NDC NOSE DOWN CURB
•• INDUSTRIAL: 25 GAL PER PERSON PER DAY
2. During the construction phase of the buildings, any cranes that are determined to require an
N.P.S. NO PARKING SIGN
N.T.S. NOT TO SCALE
10 PERSONS PER ACRE
aviation obstruction flag and/or obstruction light visible during operations or lowered at night unless lit
OHE OVERHEAD ELECTRIC
should be coordinated with David Foley, Operations Supervisor Winchester Regional Airport Authority, no
OHT OVERHEAD TELEPHONE
• SEWER DISCHARGE
less that forty-eight hours prior to start at 540-662-5786.
PIV POST INDICATOR VALVE
•• SEWER DISCHARGE EQUALS WATER DEMAND
3. Permanent and temporary outdoor lighting should be shielded or full cutoff_ type in order to
PL PROPERTY LINE
PP POWER POLE
minimize light ollution to slots approaching the Winchester Airport.
9 P P PP 9 P
PR. PROPOSED
4. Controlled burning should be prohibited due to the close proximity to the runway and since the
PVMT PAVEMENT
OCT 10
property is within the flight pattern of the Winchester Airport. Unsuitable materials should be hauled
RCP REINFORCED CONCRETE PIPE
away from the construction site appropriately.
R.D. ROOF DRAIN
CAN SANITARY
WATER AND SEWER DEMAND CALCULATIONS
Apartments:
480 units
Based on usage history study, appartment
demand is approximately 76 gpd per unit:
36,480 gpd
Townhouses:
108 units
Residential demand per unit=235 gpr:
25,380 gpd
5 acres gross B2 land
Q�TH OF Ll�
The et commercial area is approximately
G'
3 acres which will support approximately
32,670 @ 75
sf of commercial space gpd
per 1000 sf:
2,450 gpd
U JOHN C. IS 9
Total Demand:
64,310 gpd
L':N. 1�
PLANS ARE APPROVED AS NOTED; THE APPLICANT WILL BE REQUIRED TO PERFORM A SANITARY
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CAPACITY ANALYSIS TO DETERMINE THE IMPACT
ON THE SYSTEM FROM THIS PROJECT. THE
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APPLICANT WILL BE RESPONSIBLE FOR UPGRADES AS NEEDED TO THE SYSTEM IN ORDER TO
IONAL
ACCOMMODATE THE PROPOSED FLOWS FROM THIS PROJECT.
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
25'R
RADIUS IN FEET (ALL CURB RADII 5' UNLESS OTHERWISE NOTED)
00.00
PROPOSED SPOT ELEVATION
+00.00
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1 /2" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
REV LIST OF DRAWINGS:
3116120 COVER SHEET
1 /1 p / )A DWACIKI!" DI AM
RHONDA DRIVE STA 10+00-STA 15+80.75
RENA BELL DRIVE STA 10+00-STA 13+38.49
STA 13+38.49-STA 25+90.8
STRUCTURES: 11.12.13,14,15,15A,16,17,21,22,BIOTETENTION FILTER
SHEET 20:
STORM SEWER PROFILES
STRUCTURES: 8 9141819 20 23 24 30 31 32 33 36 37 38 48
SHEET 21:
STORM SEWER PROFILES
STRUCTURES: 25,25A,25B.26,27,28,34,35,36„$7,39,40 42,46,47,DETENTION STRUCTURE 2A
SHEET 22:
STORM SEWER PROFILES
STRUCTURES: 54 55 56 57 58 59 60 61 62 79 80,81,82,83,92,93.DETENTION STRUCTURE 2C
SHEET 23:
STORM SEWER PROFILES
STRUCTURES: 2A1 45 65 66 67 68 69 70 71 72 73 74 75 76 77111 112127128
SHEET 24:
STORM SEWER PROFILES
STRUCTURES: 105106108109125126128'i29,131,142,143,DETENTION STRUCTURE 3C
SHEET 25:
STORM SEWER PROFILES
STRUCTURES: 107108118119120121 122 129,130,139.140.DETENTION STRUCTURE 3E
STRUCTURES: 110111 112113114131 13213313413513713$140141
DETENTION STRUCTURE 3D
SHEET 36: SANITARY SEWER PROFILE LINE 7: MH7-MH'17-MH16 LINE 8: PS1-MH26
SHEET 37: SANITARY SEWER PROFILE LINE 9: 05-MH3041136
QW137T ill• CAAIITARY (ZL'WFR DPt)Pll F I IMP to- UI-Ili-kill'i7-U1410
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SHEET 55: 3/16f20 LANDSCAPE PLAN TYPICAL ORNAMENTAL PI.ANTING FOR TOWNHOUSES AND APARTMENTS
SITE PLAN APPROVAL
NAME. DATE --21_1.I9 eozc
SITE PLAN NUMBER 0 % _z 0
APPROVED BY THE ZONING AND SUBDIVISION ADMINISTRATOR DATE
MADISON VILLAGE
SUBDIVISION DESIGN PLAN
AND RESIDENTIAL SITE PLAN
RESIDENTIAL & COMMERCIAL DEVELOPMENT
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
TM # 64-A-18
SITE PLAN #09-20
PREVIOUS APPROVALS: REZ #03-11, MDP #03-13, SP #45-14
lip PAINTER=LEWIS, P.L.C.
817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: office®pointerlewis.com
CONSULTING JOB NO.: 1201007 SHEET:
November 25, 2014
ENGINEERS Latest Revision Date: March 16, 2020