HomeMy WebLinkAbout20-20 Site Plan rev 10.10.25INTERSTATE 81SITE
FRONT ROYAL PIKEAIRPORT RD
PAPERMI
L
L
RD
BU
F
F
L
I
C
K
R
D
ALL CONTRACTOR ARE TO FOLLOW IN STRICT CONFORMANCE THE
WINCHESTER REGIONAL AIRPORT AUTHORITY (WRAA) GUIDELINES FOR
NOTIFICATION AND ELECTRONIC FILINGS OF ALL CONSTRUCTION
RELATED ACTIVITIES
1. ALL CONTRACTORS SHALL:
a.IN ACCORDANCE WITH THE CODE OF FEDERAL REGULATIONS TITLE
14 PART 77.9, THE DEVELOPMENT MEETS FEDERAL AVIATION
ADMINISTRATION (FAA) CRITERIA TO FILE AN OBSTRUCTION
VALUATION/AIRPORT AIRSPACE ANALYSIS (OE/AAA).
b.ELECTRONIC FILING MAY BE ACCOMPLISHED AT THE FOLLOWING WEB
ADDRESS: HTTPS://OEAAA.FAA.GOV/OEAAA/EXTERNAL/PORTAL.JSP.
c.THE HEIGHT OF ANY PROPOSED STRUCTURES MUST ACCOUNT FOR
THE MAXIMUM HEIGHT OF ANY AND ALL APPURTENANCES.
d.CRANES AND/OR TEMPORARY CONSTRUCTION EQUIPMENT REQUIRE
A SEPARATE OE/AAA FILING.
e.OE/AAA SUBMISSIONS SHOULD BE MADE A MINIMUM OF 45 DAYS
PRIOR TO THE EXPECTED START DATE OF CONSTRUCTION. OE/AAA
FILINGS ARE ALSO SUBJECT TO REVIEW BY THE VIRGINIA DEPARTMENT
OF AVIATION (DOAV).
2. ALL CONTRACTORS SHALL:
a.PROVIDE COPIES OF ANY FAA DETERMINATION LETTERS TO THE
AIRPORT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.ASK US HOWSITE ENGINEERINGTownesVirginia Department of Transportation
Staunton District
Rev. June 19, 2013
VDOT General Notes
V1.All work on this project shall conform to the current editions of 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. 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 and Health Administration (OSHA), and
Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
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 any execution of work within the VDOT right of way.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes,
controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify
utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify
the developer from this responsibility.
V5.Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by
VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer.
V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the engineer and/or
developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation of work.
V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time.
VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained
Interstate or Primary roadway to provide notification of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02
of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained
through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when
possible shall be installed under roadway drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of
construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate
design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill. A
VDOT representative shall be present to insure the soil sample(s) obtained for CBR's is representative of the location. When soil samples are
submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by
VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the lift
thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified copies of test
reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer
pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be
inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as
storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area
Land Use Engineer or their representative.
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and
is the responsibility of the developer.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in
accordance with the Manual On Uniform Traffic Control Devices.
V19. 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 invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development
Office prior to acceptance of the work. Unit and total prices may be obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using
the density control strip in accordance with Section
304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies
of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of the density control strip.
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall
be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform
these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified
otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control
strip.
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom
of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the
engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1.
Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation
criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
V24.Approval of these plans 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 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) 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.
26+001
2
"
D
I
P
C
L
5
226+001
2
"
D
I
P
C
L
5
2 ASK US HOWSITE ENGINEERINGTownes
8" DIP CL 52 18" STEEL
CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 528" DIP CL 52 18" STEEL
CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
726
727
725
72
4
722
7
2
0
71
7
7
1
5
713709
7
0
6
700
698
696
694
69
3
692
695
69871
8
71
7
717
718
719720721722723724
725
726
727
728
729
730
7317317
3
3
731731732
736 735
733732731730729727728726725724722723721720733732
731
730
7
2
9
72
8727
72672
5
724
72
3
700
705
710
715
720
725
730735 718
72
0
7
2
2
7
2
4
726
734
731731732731 73573673
6
7
3
4
7
3
2
7
2
2722
724727
728
727
724
717
715
713
707
705
712
715 716719
720
723
709
715
713
718
711710
709 708707
705
700
695
690
688
686
690691
692
693
701
694 702706
711714717
695
710 705
70
0
6
9
5
708
718
718
700
705
710
715
720735 7
2
3
7
1
8
7
3
2730
728727
26+0012"
D
I
P
C
L
5
226+0012"
D
I
P
C
L
5
2 ASK US HOWSITE ENGINEERINGTownesOVERALL PARCEL SCALE:1"=300'
64-A-12A
C
R
O
S
S
O
V
E
R
B
L
V
D
I81-S64 A 12
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP CL 52 18" STEEL
CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP CL 52 18" STEEL
CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
HC SIGN AND
BUMPER BLOCK
(TYP.)
HC SIGN AND
BUMPER BLOCK
(TYP.)ASK US HOWSITE ENGINEERINGTownes
26+0012" DIP CL 5226+0012" DIP CL 52
1
2
"
D
I
P
C
L
5
2
1
2
"
D
I
P
C
L
5
2 ASK US HOWSITE ENGINEERINGTownes
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP CL 52 18" STEEL CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP CL 52 18" STEEL CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
ASK US HOWSITE ENGINEERINGTownes
8" DIP CL 52 18" STEEL CASI
N
G
PIPE F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 528" DIP CL 52 18" STEEL CASI
N
G
PIPE F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
726
727
725
72
4
722
7
2
0
71
7
7
1
5
713709
7
0
6
700
698
696
694
69
3
692
695
69871
8
71
7
717
718
719720721722723724
725
726
727
728
729
730
7317317
3
3
731731732
736 735
733732731730733732
731
7307
2
9
72
8727
72672
5
724
72
3
700
705
710
715
720
725
730735 718
72
0
7
2
2
7
2
4
726
734
731731732731 73573673
6
7
3
4
7
3
2
7
2
2722
724727
728
727
724
717
715
713
707
705
712
715 716719
720
723
709
715
713
718
711710
709 708705
700
695
690
688
690691
692
693
701
694 702706
711714717
695
710 705
70
0
6
9
5
718
718
700
705
710
715
720
7
2
3
7
1
8
7
3
2
730
723
716717718719720721722720721722691 692 693 694 695 696 697 698
699
700 701 702 703 704
694 695 696
6
9
7
698696
723 722722
7237227
2
27217217
2
07207197
1
9718 71871771771
9
7
2
272272272272372
2
72
2
7
2
3
723
722722
723
722722
7
2
2
722
722
722
72
2 722723
696697698699700704705706707708709710711712713714715716717718719720721722723697698 697698699700 699700705
707
708710 71371471571671771871972072172269
6
69
7
69
8
69
9
70
0
701
702
703
704
705
706
707
708
709
710
704 705 706
697698699700701702703704705706
704705706
698
699700701702703704705706
700
697
696 696
696 695
694694695 696
69
7
698697
696
699
700
701
702
703
704705706707708709
695695720715710717
719
721
7057067077087097107167177187157107
1
5
705722
723
72
2 7237227217227
2
172072172272371771
8
71
9
72
0
72
1
72
2
718719720721722723724
723723724719
720
721
722
723
724
725
7
2
3
7
2
4
7
2
5
7
2
6
7
2
7
725726727
728
727
728
728
7287287277297307
3
1
7
3
2
7
3
3
732733734
735
729730729728730729
7287297297277
2
6
725726727728729724724
725725 725
7
2
6
726
7287297307317327307317327337347327
3
0730 72
7
72
7
726726
725
725727727727
727724725726727727726727
726726 727723
7
2
3
723
723
724
723722
723724725
7227187197207217227227217217
2
2720721722
72272772872
9
725
7
2
5
724724
699
70
0 701702724724
7
2
3 723722722722722722726726729
722
720
719
726
730735 718
72
0
7
2
2
7
2
4
726
702706
711714717
722
722
696697698699700704705706707708709710711712713714715716717718719720721722723697698 697698699700 699700705
707
708710 71371471571671771871972072172269
6
69
7
69
8
69
9
70
0
701
702
703
704
705
706
707
708
709
710
704 705 706
697698699700701702703704705706
704705706
698
699700701702703704705706
700
697
696 696
696 695
694694695 696
69
7
704705706707708709
695695720715710717
719
721
7057067077087097107167177187157
1
0
7
1
5
7057227257247247257
2
6
ASK US HOWSITE ENGINEERINGTownes
726
727
725
72
4
722
7
2
0
71
7
7
1
5
718
719720721722723724
725
726
727
728
729731
731731732
733732731730729727728726725724722723721720733732
731
7
3
0
7
2
9
72
8727
72672
5
724
72
3
735718
72
0
7
2
2
7
2
4
726
734
731731732731 73573673
6
7
3
4
7
3
2
7
2
2722
724727
714717
715
720735 7
3
2730
728727
72
2
722722
723
7227
2
2
722
722
722
723
696706707708709710711712713714715716717718719720721722697698699700705
707
708
710 713714715716717718719720721722717
719
721
705706707708709710716717718715719
720
721
722
723
724
725
7
2
3
7
2
4
7
2
5
7
2
6
7
2
7
725726727
728
727
728
728
7287287277297307
3
1
7
3
2
7
3
3
732733734
735
729730729728730729
7287297297277
2
6
726727728729724724
725725
725
7
2
6
726
7287297307317327307317327337347327
3
0730 72
7
72
7
726
726
725
725727727727
727724725726727727726727
726726 727723
723723
723
724
723723724725
72772872
9
725 725724724726
726729
726 ASK US HOWSITE ENGINEERINGTownes
18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER726
727
725
72
4
722
7
2
0
71
7
7
1
5
713709
7
0
6
700
698
696
694
69
3
692
71
8
71
7
717
718
72
0
7
2
2
7
2
4
726
7
2
2
724727
728
727
724
717
715
713
707
705
712
715 716719
720
723
709
715
713
718
711710
709 708705
700
695
690
688
686
690691
692
693
701
694 702706
711714717
705
70
0
69
5
718
7
2
3
7
1
8
723
716717718719720721722720721722691 692 693 694
695
696
697
698
699
700 701 702
703 704
694
695
696
6
9
7
698696
723 722722
7237227
2
27217217
2
0
7207197
1
9718 71871771771
9
7
2
27227227227237
2
2
72
2
723723
7
2
2
722
723
722722
7
2
2
722
722
722
72
2 722723
696697698699700704705706707708709710711712713714715716717718719697698 697698699700 699700705
707
708
710 713714715716717718719720721722707
708
709
710
704 705 706
697
698
699
700
701
702
703
704
705
706
704
705
706
698
699700701702703704705706
700
697
696
696
696
695
694694695
696
69
7
698697
696
699
700
701
702
703
704
705
706707708
709
717
719
721
7057067077087097107167177187157
1
0
7
1
5
705722
723
72
2 7237227217227
2
172072172272371771
8
71
9
72
0
72
1
72
2
718
719
720721722723724
723723724719
720
721
729724
725
725
725
725727727727
724725726727727726727
726723
723723
723
724
723722
723724725
7227187197207217227227217217
2
2720721722
722725 725724724
699
7
0
0 701702724724
7
2
3 723722722722722722726 722
720
719
726
ASK US HOWSITE ENGINEERINGTownes
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP
CL 52 18" STEEL
CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP
CL 52 18" STEEL
CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
726
727
725
72
4
722
7
2
0
71
7
7
1
5
713709
7
0
6
700
698
696
694
69
3
692
71
8
71
7
717
718
719720721722723724
725
726
727
728
729
730
7317317
3
3
731731732
736 735
733732731730729727728726725724722723721720733732
731
730
7
2
9
72
8727
72672
5
724
72
3
700
705
710
715
720
725
730735 718
72
0
7
2
2
7
2
4
726
734
731731732731 73573673
6
7
3
4
7
3
2
7
2
2722
724727
728
727
724
717
715
713
707
705
712
715 716719
720
723
709
715
713
718
711
710
709 708707
705
700
695
690
688
686
690691
692
693
701
694 702706
711714717
695
710 705
70
0
6
9
5
708
718
718
700
705
710
715
720735 7
2
3
7
1
8
7
3
2
730
728727 ASK US HOWSITE ENGINEERINGTownesCONSTRUCTION NARRATIVE INFORMATION
PROJECT DESCRIPTION
THIS PROJECT INVOLVES AN APARTMENT SITE IN FREDERICK COUNTY, VA. THE DEVELOPMENT INCLUDES SEVERAL GARDEN
STYLE BUILDINGS, TWO MULTIPLEX BUILDINGS, AND A CLUBHOUSE, DEVELOPED FOR THE THE RESERVE AT WINCHESTER I, LLC
LOCATED AT 200 RESERVE BLVD, SUITE 300, CHARLOTTESVILLE, VA. THE TOTAL AREA OF DISTURBANCE ASSOCIATED WITH THIS
PROJECT IS 17 ACRES. THE PROPOSED IMPERVIOUS AREA ONSITE SHALL INCREASE THE EXISTING IMPERVIOUS AREA BY 8.84AC.
EXISTING SITE CONDITIONS
THE EXISTING SITE IS PARTIALLY WOODED; HOWEVER, PORTIONS OF THE SITE HAVE EXISTING STOCKPILES AND EXISTING DIRT
ROADS. THE SITE IS SLOPING TO THE SOUTH, WHICH DIRECTS FLOW OFF SITE VIA BOTH SHEET FLOW AND CONCENTRATED FLOW
INTO BUFFALO LICK RUN. BUFFALO LICK RUN HAS AN ESTABLISHED FEMA 100YR FLOODPLAIN.
ADJACENT AREAS
THE SITE IS BORDERED BY CROSSOVER BLVD TO THE NORTH, UNDEVELOPED PROPERTY TO THE EAST AND WEST, AND BUFFALO
LICK RUN TO THE SOUTH.
OFFSITE AREAS
THERE WILL NOT BE ANY OFFSITE DISTURBANCE ASSOCIATED WITH THIS PLAN.
SOILS
THE SITE IS CHARACTERIZED BY 7% HSG CLASS B SOILS, 11% HSG CLASS C SOILS, AND 82% HSG CLASS D SOILS. PER WEB SOILS
SURVEY, FROM USDA, THE SOILS ONSITE ARE PRIMARILY VARIOUS CLASSIFICATIONS OF SILT LOAMS.
CRITICAL AREAS
THIS SITE'S EXISTING CONDITIONS AND PROPOSED GRADING PLAN IS SET UP TO MAINTAIN THE CURRENT DRAINAGE PATTERN;
ALL DRAINING OFFSITE WILL DISCHARGE EITHER TOWARDS BUFFALO LICK RUN OR INTO THE EXISTING STORMWATER
CONVEYANCE SYSTEM.
THE CONTRACTOR SHALL TAKE CARE TO KEEP THE EROSION CONTROL MEASURES IN GOOD WORKING ORDER AND TO NOT
ALLOW EXCESS SEDIMENT TO FLOW OFFSITE. THERE ARE TWO LOCATION WHERE ESC OUTFALL STRUCTURES DISCHARGE STORM
WATER OFF THE SITE.
THERE ARE WETLANDS ONSITE. THE CONTRACTOR SHALL ENSURE THERE ARE NOT IMPACTS TO RESOURCE FEATURES BEYOND
THE PERMITTED IMPACTS.
THE RLD SHALL HAVE ONSITE, PRIOR TO CONTRUCTION, THE TEMPORARY RISER AND BARREL FOR THE SEDIMENT BASIN.
EROSION CONTROL & CONSTRUCTION NARRATIVE 1
1.CLEAR TO THE PRELIMINARY LIMITS OF DISTURBANCE, AS OUTLINED IN PHASE 1 EROSION AND SEDIMENT CONTROL.
2.INSTALL WESTERN CONSTRUCTION ENTRANCE.
3.INSTALL SILT FENCE, SUPER SILT FENCE, AND STONE BREAKS AS DESCRIBED ABOVE AND IN ACCORDANCE WITH THE EROSION
CONTROL PLANS.
4.ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED, MAINTAINED AND REMOVED IN ACCORDANCE
WITH THE CRITERIA AND GUIDELINES CONTAINED IN THE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT
CONTROL HANDBOOK, ACCORDING TO THE VIRGINIA REGULATION 9VAC 25-840-40.
5.INSTALL INLET PROTECTION ON EXISTING STRUCTURES.
6.INSTALL CULVERT INLET PROTECTION AND OUTLET PROTECTION ON EXISTING CULVERT.
7.INSTALL OUTLET PROTECTION ON BYPASS SYSTEM AND TIE INTO EXISTING LEVEL SPREADER.
8.FILL EASTERN ENTRANCE AS NECESSARY TO CONSTRUCTION THE CONSTRUCTION ENTRANCE.
9.INSTALL SEDIMENT TRAP-1 AND SEDIMENT BASIN-1.
10.CONTRACTOR SHALL ENSURE TO INSTALL DRAWDOWN PIPE IN BASIN AND KEEP IN CLEAN WORKING ORDER.
11.INSTALL DIVERSIONS AND CHECK DAMS.
12.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 (UNDISTURBED) FOR
LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR
MORE THAN ONE YEAR.
13.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED 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 PUBLIC ROAD SURFACE, THE ROAD 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.
14.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY COUNTY ENVIRONMENTAL ENGINEERING IF
WARRANTED BY FIELD CONDITIONS.
15.THE PERIMETER SILT FENCE MUST BE INSTALLED AND MADE FUNCTIONAL AS A FIRST STEP IN ANY LAND DISTURBING
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
16.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.
17.ALL DISTURBED AREAS ARE TO DRAIN TO AN APPROVED SEDIMENT CONTROL MEASURE AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
18.THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION SEDIMENTATION AS DETERMINED BY THE COUNTY AND/OR STATE INSPECTOR.
19.ALL 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 ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
20.THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) WILL MEET WITH THE INSPECTOR PRIOR TO MOVING ON TO
EROSION CONTROL PHASE 2.
MAINTENANCE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT
RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS:
A.SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSIT SHOULD BE REMOVED AFTER EACH STORM
EVENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED
TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.
NOTE:
ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND VIRGINIA REGULATION 9VAC 25-840-40.
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP
CL 52 18" STEEL
CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP
CL 52 18" STEEL
CASI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN S
E
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
726
727
725
72
4
722
7
2
0
71
7
7
1
5
713709
7
0
6
700
698
696
694
69
3
692
71
8
71
7
717
718
719720721722723724
725
726
727
728
729
730
7317317
3
3
731731732
736 735
733732731730729727728726725724722723721720733732
731
730
7
2
9
72
8727
72672
5
724
72
3
700
705
710
715
720
725
730735 718
72
0
7
2
2
7
2
4
726
734
731731732731 73573673
6
7
3
4
7
3
2
7
2
2722
724727
728
727
724
717
715
713
707
705
712
715 716719
720
723
709
715
713
718
711
710
709 708707
705
700
695
690
688
686
690691
692
693
701
694 702706
711714717
695
710 705
70
0
6
9
5
708
718
718
700
705
710
715
720735 7
2
3
7
1
8
7
3
2
730
728727
723
716717718719720721722720721722691 692 693 694 695 696 697 698
699
700 701 702 703 704
694 695 696
6
9
7
698696
723 722722
7237227
2
27217217
2
07207197
1
9718 71871771771
9
7
2
27227227227237
2
2
72
2
723723
722722
723
722722
7
2
2
722
722
722
72
2 722723
696697698699700704705706707708709710711712713714715716717718719720721722723697698 697698699700 699700705
707
708710 71371471571671771871972072172269
6
69
7
69
8
69
9
70
0
701
702
703
704
705
706
707
708
709
710
704 705 706
697698699700701702703704705706
704705706
698
699700701702703704705706
700
697
696 696
696 695
694694695 696
69
7
698697
696
699
700
701
702
703
704705706707708709
695695720715710717
719
721
7057067077087097107167177187157
1
0
7
1
5
705722
723
72
2 7237227217227
2
1720721722723717
71
8
71
9
72
0
72
1
72
2
718719720721722723724
723723724719
720
721
722
723
724
725
7
2
3
7
2
4
7
2
5
7
2
6
72
7
725726727
728
727
728
728
7287287277297307
3
1
7
3
2
7
3
3
732733734
735
729730729728730729
7287297297277
2
6
725726727728729724724
725725 725
7
2
6
726
7287297307317327307317327337347327
3
0730 72
7
72
7
726726
725
725727727727
727724725726727727726727
726726 727723
723
723
723
724
723722
723724725
7227187197207217227227217217
2
2720721722
72272772872
9
725 725724724
699
70
0 701702724724
7
2
3 723722722722722722726726729
722
720
719
726 ASK US HOWSITE ENGINEERINGTownesEROSION CONTROL & CONSTRUCTION NARRATIVE 2
1.SITE GRADING OPERATIONS SHALL BEGIN.
2.INSTALLATION OF WALL #5 MAY BEGIN. CONTRACTOR SHALL INSTALL FILL DIVERSIONS BEHIND WALL TO REDUCE SURFACE
FLOW TO THE WALL CONSTRUCTION. COMPLETION OF THE WALL IS NOT REQUIRED TO MOVE FORWARD IN THE
CONSTRUCTION SEQUENCE BELOW.
3.THE DEMOLITION OF THE EXISTING CULVERT, REMOVAL OF CULVERT INLET PROTECTION, REMOVAL OF OUTLET
PROTECTION, AND GRADING TO FILL THE LOWS MAY BEGIN.
4.INSTALLATION OF STORMWATER STRUCTURES MAY BEGIN.
5.INSTALL INLET PROTECTION AS SOON AS POSSIBLE.
6.INSTALLATION OF WATER AND SEWER LINES MAY BEGIN.
7.INSTALLATION OF CURB AND GUTTER MAY BEGIN.
8.INSTALL STONE AND ASPHALT FOR ACCESS DRIVES AND PARKING. STONE BASE MAY BE PLACED EARLIER IN THE SEQUENCE
OF CONSTRUCTION, IF NEEDED FOR ADEQUATE FIRE LANES DURING BUILDING CONSTRUCTION.
9.ONCE THE SITE IS STABILIZED AND WITH APPROVAL FROM THE INSPECTOR, THE CONTRACTOR SHALL CONVERT THE BASIN
INTO THE WET POND. THIS INCLUDES REMOVAL OF THE TEMPORARY RISER AND BARREL AND THEN CONSTRUCTION OF THE
CONCRETE FLUME.
10.ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED, MAINTAINED AND REMOVED IN ACCORDANCE
WITH THE CRITERIA AND GUIDELINES CONTAINED IN THE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT
CONTROL HANDBOOK, ACCORDING TO THE VIRGINIA REGULATION 9VAC 25-840-40.
11.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 (UNDISTURBED) FOR
LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR
MORE THAN ONE YEAR.
12.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY COUNTY OR STATE INSPECTORS, IF WARRANTED BY
FIELD CONDITIONS.
13.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.
14. ALL DISTURBED AREAS ARE TO DRAIN TO AN APPROVED SEDIMENT CONTROL MEASURE AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
15. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION SEDIMENTATION AS DETERMINED BY THE COUNTY OR STATE INSPECTOR.
16.ALL 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 ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
PERMANENT STABILIZATION
THE CONTRACTOR SHALL PROVIDE GRASS STABILZATION ON ALL DENUDED AREAS PRIOR TO TURNOVER OF THE PROJECT TO THE
DEVELOPER. SEED AND/OR SOD SHALL BE APPLIED AS DICTATED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK.
MAINTENANCE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT
RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS:
A.SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSIT SHOULD BE REMOVED AFTER EACH STORM
EVENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED
TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.
NOTE:
ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND VIRGINIA REGULATION 9VAC 25-840-40.
Silt Trap 1
Area=1.60 acres
Wet Volume Req'd 2894 cf
Dry Volume Req'd 2894 cf
Bottom L =40 ft
Bottom W =20 ft
Wet Depth =3.0 ft
Dry Depth =2.0 ft
Wet Volume Actual 3696 cf
Dry Volume Actual 4064 cf
Stone Outlet L =10 ft
Side Slopes =2 :1
Bottom Elev =720.0
Spillway Elev =725.0
Top Width=40.0
Top Length=60.0 ASK US HOWSITE ENGINEERINGTownes
1.Properties and waterways downstream from the development sites shall be protected from sediment
deposition, erosion and damage due to increases in volume, velocity and peak flow rate of storm water
runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and
criteria:
a.Concentrated storm water runoff leaving a development site shall be discharge directly in to an
adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where
runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe
or pipe system shall be performed.
b.Adequacy of all channels and pipes shall be verified in the following manner:
1. The applicant shall demonstrate that the total drainage area to the point of analysis within the
channel is one hundred times greater than the contributing drainage area of the project in
question; or
2. (a) Natural channels shall be analyzed by the use of a two-year storm to verify that storm water
will not overtop channel banks nor cause erosion of channel bed or banks.
(b) All previously constructed man-made channels shall be analyzed by the use of a ten-year
storm to verify that storm water will not overtop its banks and by the use of a two-year storm to
demonstrate that storm water will not cause erosion of channel bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that
storm water will be contained within the pipe or system.
c.If existing natural receiving channels or previously constructed man-made channels or pipes are not
adequate, then the applicant shall:
1. Improve the channels to a condition where a ten-year storm will not overtop the banks and a
two-year storm will not cause erosion to the channel bed or banks; or
2. Improve the pipe or pipe system to a condition where the ten-year storm is contained within
the appurtenances; or
3. Develop a site design that will not cause the pre-development peak runoff rate from a
two-year storm to increase when runoff outfalls into a natural channel or will not cause the
pre-development peak runoff rate from a ten-year storm to increase when runoff outfalls
into a man-made channel; or
4. Provide a combination of channel improvement, storm water detention or other measures
which is satisfactory to the plan-approving authority to prevent downstream erosion.
d.The applicant shall provide evidence of permission to make improvement(s).
e.All hydrologic analysis shall be based on the existing watershed characteristics and the ultimate
development of the subject project.
f.If the applicant chooses an option that includes storm water detention, he shall obtain approval from
the locality of a plan for maintenance of the detention facilities. The plan shall set forth the
maintenance requirements of the facility and the person responsible for performing the maintenance.
g.Outfall from a detention facility shall be discharge to a receiving channel, and energy dissipaters shall
be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the
facility to the receiving channel.
h.All on-site channels must be verified to be adequate.
i.Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall
be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility.
j.In applying these storm water management criteria, individual lots or parcels in a residential,
commercial or industrial development shall not be considered to be separate development projects.
Instead, the development, as a whole, shall be considered to be a single development project.
Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering
calculations.
k.All measures used to protect properties and waterways shall be employed in a manner which minimizes
impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the
U.S..
An erosion and sediment control program adopted by a district or locality must be consistent with the following
criteria, techniques and methods:
1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade
If 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 14 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 the 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 a ground 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 upslope
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 (3) acres.
b.Surface runoff from disturbed areas that is comprised of flow from a drainage area 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 25-year storm of 24-hour duration.
Runoff coefficients used in runoff calculations shall correspond to a bare earth condition if those
conditions are expected to exist while the sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that 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 flow down cut or fill slopes unless contained within an adequate temporary or
permanent channel, flume 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.
11.Before newly constructed stormwater conveyance channels or pipes are made operational, 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 watercourse shall be
provided.
15.The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is complete.
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 open 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 intersect paved 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 individually developed lots as well as to larger land-disturbing activities.
18.All 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.ASK US HOWSITE ENGINEERINGTownes
1-12"x8" CROSS2-12" GATE VALVES2-8" GATE VALVES8" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12"
D
I
P
C
L
5
2
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DI
P
C
L
5
21-12"x8" CROSS2-12" GATE VALVES2-8" GATE VALVES8" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12"
D
I
P
C
L
5
2
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DI
P
C
L
5
2
726727
725
724
722720
717
715
7
1
3
709
706
700
698
696694
693
692
695
6
9
8
718
717
717
718
719720721722723724725
726
727728
729
730
731731733
7317
3
1
732
736 735733732731730729727728726725724722723721720733732
731
73
0
729
7287
2
7
7
2
6
725
724
723
700
705
710
715
720
725
730735 718
720
722
72
4
726
734
731731732731735736736
734
732
72
2722
724727728
727
724
717715
713707
705
712
715 716719
720723 718690
691
692
693
701
694702706711714717
695710
705
700
695
718
718
700
705710715
720735 723
718
73
2
73
0
728727
723
716717718719720721722720721722691
692
693
694
695
696
697
698
699
700
701
702
703
704
694
695
696
69
7
698
696723 722722 72372272272172
1
720
720719719718718717717 719
72
27227
2
272272
3
722
722
723
723
722722
723
722722
722
722
722 722
722 722723
696697698699700704705706707708709710711712713714715716717718719720721722723697698
6
9
7
6
9
8
699700
6
9
9
7
0
0
705
707708710 713714715716717718719720721722696
697
698
699
700
701
702703704
705
706
707
708
709
710
704 705 706
697
698
699700
701
702
703
704
705
706
704
705
706
698699700701702703704705706
700
697
696
696
696 695
6946
9
4
695
696
697 698697696
699700701702703704705706707708709
6
9
5
695720715710717719721
7
0
5
7
0
6
7
0
7
7
0
8
7
0
9
7
1
0
7
1
6
7
1
7
7
1
8
7
1
5
710
71
5
705722
723
722 7237
2
2721
72272
1
7
2
0
7
2
172272371
7
718
719
720
721
722
718
719
720
721
722723724
723723724719720721722723724725
72372
472
5726
727
725726727728
727
728
728
72872872772973073
1
73
2
73
3
7327337347357297307297287307297287297297
2
7
726
7257267
2
7728729 724724725725725
726
726
7
2
8
7
2
9
7
3
0
7
3
1
7
3
2
7
3
0
7
3
1
7
3
2
7
3
3
7
3
4
7
3
2
730
7
3
0
727727
726
726725
72572
7727
727727724725726727727726727726726727723
72
3723
723
724
723722
723724725
722718719720721722722721721722720721722
722727728729
725
725
72
4
724
699
700
70
1
70
2
724724
72
37237227227227
2
2
722726
726729
722
720719
726
ASK US HOWSITE ENGINEERINGTownes
ASK US HOWSITE ENGINEERINGTownes
ASK US HOWSITE ENGINEERINGTownes
ASK US HOWSITE ENGINEERINGTownes
ASK US HOWSITE ENGINEERINGTownes
ASK US HOWSITE ENGINEERINGTownes
STRUCTURE 80A ASK US HOWSITE ENGINEERINGTownes
HAND RAIL DETAIL
(OR APPROVED EQUIVALENT)
INCOMING
TRAFFIC
DOES NOT
STOP
CONTINUE
WITHOUT
STOPPING ASK US HOWSITE ENGINEERINGTownes
ASK US HOWSITE ENGINEERINGTownes
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP CL 52 18" STEEL
CA
SI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN SE
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP CL 52 18" STEEL
CA
SI
N
G
PIP
E F
O
R F
UT
U
RE
8" SAN SE
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
T
T
J
J
J
J
J
J
SG
T
T
T TTT
T
J
J
T
T
T
T
T
T
T
T
J
T
J
J
J
T
EX. 3 PH.
JUNCTION
EX. CONDUIT
EX. C
O
N
D
U
I
T
EX
.
C
O
N
D
U
I
T
E
X
.
C
O
N
D
U
I
T
EX.
JUNCTION
PROP.
JUNCTION TO
BE INSTALLED
PROP.
JUNCTION TO
BE INSTALLED
J
SG
T
EX
E
SWITCH GEAR
JUNCTION BOX (6'X3')
TRANSFORMER BOX (4'X4')
UTILITY LINES
LEGEND
ASK US HOWSITE ENGINEERINGTownes
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP CL 52 18" STEEL CASI
N
G
PIPE F
O
R F
UT
U
RE
8" SAN SE
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
1-12"
x
8"
C
R
O
S
S
2-12"
G
A
T
E
V
A
L
V
E
S
2-8"
G
A
T
E
V
A
L
V
E
S
8" DIP CL 52 18" STEEL CASI
N
G
PIPE F
O
R F
UT
U
RE
8" SAN SE
WE
R
1
2
"
D
I
P
C
L
5
2
1-12"
x
1
2"
C
R
O
S
S
4-12"
G
A
T
E
V
A
L
V
E
S
1-12"
X
8"
R
E
D
U
C
E
R
12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52
BLDG 1
BLDG 2
BLDG 9
BLDG 5
BLDG 4
BLDG 6
726
727
725
72
4
722
7
2
0
71
7
7
1
5
713709
7
0
6
700
698
696
694
69
3
692
695
69871
8
71
7
717
718
719720721722723724
725
726
727
728
729
730
7317317
3
3
731731732
736 735
72
8
724
72
3
700
705
710
715
720
725
730735 718
72
0
7
2
2
7
2
4
726
734
731731732731 73573673
6
7
3
4
7
3
2
7
2
2722
724727
728
727
724
717
715
713
707
705
712
715 716719
720
723
709
715
713
718
711710
709 708707
705
700
695
690
688
686
690691
692
693
701
694 702706
711714717
695
710 705
70
0
6
9
5
708
718
718
7
2
3
7
1
8
7
3
2
ACCESSIBLE BUILDINGS
ACCESSIBLE ROUTE
LEGEND
ASK US HOWSITE ENGINEERINGTownes
698
718
72
0
7
2
2
7
2
4
726
694 702706
711714717
722
722
723
696697698699700704705706707708709710711712713714715716717718719720721722723697
698 697698699
700 699700705
707
708
710 71371471571671771871972072172269
6
69
7
69
8
69
9
70
0
701
702
703
704
705
706
707
708
709
710
704 705 706
697
698
699
700
701
702
703
704
705
706
704
705
706
698
699
700
701
702
703
704
705
706
700
697
696
696
696
695
694694695
696
69
7
698702
703
704
705
706
707
708
709
695720715710717
719
721
7057067077087097107167177187157107
1
5
705722724724725S
S MH
MH
MH CTS
CTS
LT
LT
LTPW
PW
AA
AA
AQUATIC BENCH PLANT SCHEDULE
PLANTED
AQUATIC
BENCH
AREA TO REMAIN UNDISTURBED
AQUATIC BENCH PLUG
PLANTING DETAIL
ASK US HOWSITE ENGINEERINGTownes
8" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER8" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER12" DIP CL 52 18" STEEL CASINGPIPE FOR FUTURE8" SAN SEWER726727
725
724
722720
717
715
7
1
3
709
706
700
698
696694
693
692
695
6
9
8
718
717
717
718
719720721722723724725
726
727728
729
730
731731733
7317
3
1
732
736 735733732731730729727728726725724722723721720733732
731
73
0
729
7287
2
7
7
2
6
725
724
723
700
705
710
715
720
725
730735 718
720
722
72
4
726
734
731731732731735736736
734
732
72
2722
724727728
727
724
717715
713707
705
712
715 716719
720723 709715713718
711710709708707705
700
695
690688
686
690
691
692
693
701
694702706711714717
695710
705
700
695
708
718
718
700
705710715
720735 723
718
73
2
73
0
728727 ASK US HOWSITE ENGINEERINGTownes
ASK US HOWSITE ENGINEERINGTownes
1
2
"
D
I
P
C
L
5
2
1
2
"
D
I
P
C
L
5
2
ASK US HOWSITE ENGINEERINGTownes
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsL000
The Reserve at Winchester Apts. I
County & Enhanced Landscape & Hardscape Plans
Frederick County, Virginia
Project Team:
OWNER Cathcart Group
200 Reserve Blvd, Suite 200
Charlottesville, VA 22901
434.282.2823
Cite Design
310 N. Adams St.
Richmond, VA 23220
804.340.2848
www.cite-design.com
LANDSCAPE ARCHITECT
ARCHITECT Cox, Kliewer & Co.
2533 Virginia Beach Blvd.
Virginia Beach, VA 23452
757.431.0033
CIVIL ENGINEER Townes Site Engineering
1 Park West Circle, Suite 108
Midlothian, VA 23114
804.748.9011
General Notes:
1. The utilities shown are for the contractor's convenience only. There may be other utilities not shown on these plans. The landscape architect assumes no responsibility for the
locations shown and it shall be the contractor's responsibility to verify the locations of all utilities within the limits of work. Contractor shall contact "Miss Utility" and have all
underground utilities marked prior to any land disturbance operation.
2. No trees or shrubs shall be placed on Frederick Water easements (typ.). Trees & shrub locations to be field adjusted as needed by landscape contractor to avoid conflicts with:
driveways, sight distance lines (easements), utility lines, drainage structures as constructed, and Frederick County water easements. Exact street tree and parking lot tree locations
subject to change in the field based on as built utility conditions.
3. Landscape irrigation plans to be design build and designed by others. See notes 6 & 7 for additional information.
4. Landscape contractor to refer to landscape sheets for seed, sod and mulch areas.
5. Landscape contractor to provide river rock around all yard inlets installed within mulch beds.
6. Sprinkler nozzles shall have a maximum precipitation rate of 1.20 inches per hour for turf or landscaping, and nozzle performance shall be (or have been) tested by an
accredited third party laboratory and results are posted on smart water application technologies website, or similar.
7. The irrigation systems shall be controlled by an evapotranspiration (ET) based irrigation controller with a rain sensor or soil moisture sensor based irrigation controller, or, the
irrigation controller(s) are labeled by EPA water sense program.
SOD
Material Key:
SEED
CONCRETE
SHEET INDEX
L000
L001 Overall Landscape Key Page
L002
L003
L005
North Streetscape Landscape Plan
South Streetscape Landscape Plan
General Notes
County Plant Schedule & Landscape Notes
L100 Overall Landscape Key Page
L101
L103
L104
L105
L106
L107
Entry Signage Landscape Plan
L108
L109
Overall Hardscape Key PageL200
Clubhouse Site Elements PlanL201
Clubhouse Site Lighting PlanL201A
Clubhouse Layout PlanL201B
Clubhouse Area Paving & Concrete Scoring PlanL201C
Dog Park Site Elements Plan & Layout PlanL202
L204
Details & SpecificationsL300
Details & SpecificationsL301
Details & SpecificationsL302
Details & SpecificationsL303
Details & SpecificationsL304
Details & SpecificationsL305
Enhanced Plant Schedule & Landscape Notes
Details & SpecificationsL306
Details & SpecificationsL307
Building 3 Landscape Plan
Building 4 Landscape Plan
Building 5 Landscape Plan
Building 10 Landscape Plan
Building 6 Landscape Plan
Building 9 Landscape Plan
L110
L112
Clubhouse Landscape Plan
Dog Park Landscape Plan
Details & SpecificationsL302A
BMP Site Elements Plan
12" DIP CL 52FRONT REAR
FRONTREAR
FRONT
REAR
FRONT REARFRONT REAR
FRONT REAR
FRONTREAR
FRONT
REAR
FRONTREAR
FRONTREAR
FRONTREAR
FRONTREAR
FRONTREAR
FRONT REARFRONTREAR
UP
DN
DN
DN
UP
DN
DN
DN
FEC
FEC
FEC
UP
DN
DN
UPD
N DN
UP
DN
D
N
DN UP
D
N
DNFIRS
T
F
L
O
O
R
WA
TE
R
/S
P
R
IN
K
RO
OM
O
N
L
Y
.UP
DN
D
N
D
N
U
P
DN
DN
DNUP
DNDNDN
FIRS
T
F
L
O
O
R
WAT
E
R
/
S
P
R
I
N
K
RO
OM
O
N
L
Y
.UPDNDNDNUPDNDNDNUPDNDNDNFIRST F
LO
OR
WATE
R/SPRIN
K
ROOM ON
LY.
FUL
FUL
FUL
SEE L002 FOR
NORTH LANDSCAPE
PLAN
SEE L003 FOR
SOUTH LANDSCAPE
PLAN
BUILDING 3
CLUBHOUSE
& AMENITIES
BUILDING 10
BUILDING 9
BUILDING 5BUILDING 6
BUILDING 4
BUILDING 7
BUILDING 8
GARAGE 1
MAINTENANCE
BUILDING
DOG
PARK
PHASE 2
(FUTURE)
PHASE 2
(FUTURE)
PHASE 2
(FUTURE)
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsL001Overall Landscape Key Page1" = 60'
Note: Trees & shrub locations to be field adjusted as needed by landscape contractor to avoid conflicts with: driveways, sight distance lines (easements), utility lines, drainage
structures as constructed, and Frederick County water easements. Exact street tree and parking lot tree locations subject to change in the field based on as built utility conditions.
12" DIP CL 52FRONT REARFRONTREARFRONTREAR
FRONT REARFRONT REARFRONT REAR
FRONTREAR
FRONTREAR
FRON
T
REAR
FRON
T
REA
R
FRON
T
REA
R
FRONT REARFRON
T
REA
R
FRONT REAR
FRON
T
REA
R
UP
DN
DN
DN
UP
DN
DN
DN
FEC
FEC
FEC
UP
DN
DN
UPDNDNUPDNDNDNUPDNDNFIR
S
T
F
L
O
O
R
W
AT
ER
/
SP
R
IN
K
ROOM
O
N
L
Y
.
7 ULM
1 PAM
3 LFM
35 LIR
3 IGC
4 ULM
35 LIR
3 IGC
35 LIR
3 IGC
3 IGC
35 LIR
5 ARC
5 TOH
25 NEP
10 IGC
65 LIR
4 MAE
3 IGC
55 LIR
6 MAE
3 MAE
2 MAE
16 CCA
6 IGC
1 BEN
3 CRU
2 CRU
3 CCA
35 LIR
3 IGC
4 CCA
3 ULM
3 ULM
6 BGV
6 IGC
1 PAM
4 PAM
2 PAM
4 ULM
1 BEN
3 PAM
1 ULM
1 PAM
9 IGC
Mulched bedlines and
enhanced landscape, typ.
Mulched bedlines
and enhanced
landscape, typ.
9 SCA
FUL
FUL
FUL
1 PAM
12 BGV
10 BGV
75 LIR
5 IGC
35 LIR
3 IGC
9 IGC
SEE L003 FOR SOUTH
LANDSCAPE PLAN
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsL002North Streetscape Landscape Plan1" = 30'
BUILDING 4
BUILDING 3
CLUBHOUSE &
AMENITIES
Note: Trees & shrub locations to be field adjusted as needed by landscape contractor to avoid conflicts with: driveways, sight distance lines (easements), utility lines, drainage
structures as constructed, and Frederick County water easements. Exact street tree and parking lot tree locations subject to change in the field based on as built utility conditions.
UPDNDNDNUPDNDNUPDNDNDNUPDNDNDNUPDNDNDNFI
R
S
T
F
LOO
RWATE
R
/S
P
R
I
N
KRO
O
M
ON
LY
.UPDNDNDNUPDNDNDNUPDNDNDNFIRST FLOORWATER/SPRINKROOM ONLY.3 IGC
35 LIR
3 IGC
4 PAM
55 LIR
35 LIR
3 IGC
3 IGC
3 IGC
1 LIN
4 LIN
10 LIR
3 ARC
11 HYP
10 ARC
3 IGC
11 HYP
21 BGV
3 IGC
5 MAE
8 TOH
6 MAE
4 CCA
3 CRU
7 CCA
5 LIN
2 CCA
8 LFM
2 ULM
4 IGC
4 IGC
40 LIR
3 IGC
8 IGC
2 CRU
3 IGC
5 PAM
4 LFM
5 ULM
11 CCA
6 PAM
2 PAM
2 CCA
4 BEN
2 MAE
7 PAM
1 BEN
7 IGC
10 IGC
5 IGC
Mulched bedlines and
enhanced landscape
around building
foundation, typ.
Mulched bedlines and
enhanced landscape
around building
foundation, typ.
Mulched bedlines and
enhanced landscape
around building
foundation, typ.
5 BGV
3 HYP
7 IGC
5 PAM
5 BGV
5 BGV
5 IGC
5 IGC
2 ARC
35 LIR
3 IGC
35 LIR
3 IGC
PHASE 1
BOUNDARY
LIMIT LINE
SEE L002 FOR NORTH
LANDSCAPE PLAN
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsL003South Streetscape Landscape Plan1" = 30'
C
r
o
s
s
o
v
e
r
B
l
v
d
.
PHASE 2
(FUTURE)
BUILDING 5
BUILDING 6
BUILDING 9
BUILDING 7
BUILDING
8
BUILDING
10
Note: Trees & shrub locations to be field adjusted as needed by landscape contractor to avoid conflicts with: driveways, sight distance lines (easements), utility lines, drainage
structures as constructed, and Frederick County water easements. Exact street tree and parking lot tree locations subject to change in the field based on as built utility conditions.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsL005County Plant Schedule &Landscape NotesPLANTING MIXTURE (SEE SPECS)
FINISHED GRADE
3" MULCH
STAGGER PLANTS
ATYPICAL SPACING AT END ROW
1/2 SPACE
SPACE
SPACE
1/2 SPACE
SPACE
1/2 SPACE
SPACE
ATYPICAL SPACING IN CORNERS
Notes:
1.) Place plants in bed as shown, spacing as specified in plant schedule.
2.) Groundcover shall be triangular spaced in rows parallel to straight edges and
shall be evenly spaced in rows parallel to curve edges.
SET & MAINTAIN TREE IN A
(PLUMB) VERTICAL POSITION.
REMOVE ALL DEAD & DAMAGED
BRANCHES & ALL SUCKER
GROWTH. DO NOT CUT CENTRAL
LEADER.
IF TREE CAN NOT STAND
VERTICALLY ON ITS OWN,
TEMPORARILY BRACE IT WITH 3
GUY WIRES ATTACHED TO TREE
W/ A FABRIC TREE STRAP.
ANCHOR GUY WIRES INTO
GROUND SECURELY WITH WOOD
STAKES PLACED OUTSIDE OF
THE MULCH BED. REMOVE ALL
STAKES, STRAPS, AND GUYS
AFTER (1) YEAR.
SET TOP OF ROOTBALL
FLUSH W/ FINISH GRADE OR
2" HIGHER FOR AREAS THAT
HAVE HEAVY SOILS OR ARE
POORLY DRAINED. SET
BOTTOM OF ROOTBALL ON
SOLID GROUND.
CUT BACK ALL WIRE & ROPE. PULL
BACK TOP THIRD OF BURLAP &
REMOVE. SEPARATE & SPREAD
OUT ALL ENCIRCLING ROOTS.
3" THICK MULCH, KEEP 6"
AWAY FROM TRUNK
LOOSEN SOIL MIN. 12"
DEEP W/ ROTO-TILLER
OR SHOVEL. ADD
NECESSARY SOIL
AMENDMENTS AND
SLOW RELEASE
FERTILIZER. USE ONLY
WATER TO SETTLE SOIL.
FINISH GRADE
PLANTING SOIL
5 X ROOTBALL DIA.
MULCH BED
MIN. 2 X BALL DIA. FOR
LAWN AREAS
CUT BACK ALL WIRE & ROPE.
PULL BACK TOP THIRD OF
BURLAP & REMOVE.
SEPARATE & SPREAD OUT
ALL ENCIRCLING ROOTS.
3" THICK MULCH, KEEP 4"
AWAY FROM CROWN
LOOSEN SOIL MIN. 8"-12"
DEEP W/ ROTO-TILLER OR
SHOVEL. ADD NECESSARY
SOIL AMENDMENTS AND
SLOW RELEASE FERTILIZER.
USE ONLY WATER TO
SETTLE SOIL.
SET TOP OF ROOTBALL
FLUSH W/ FINISH GRADE OR
2" HIGHER FOR AREAS THAT
HAVE HEAVY SOILS OR ARE
POORLY DRAINED. SET
BOTTOM OF ROOTBALL ON
SOLID GROUND.
SET & MAINTAIN SHRUB IN A
(PLUMB) VERTICAL POSITION.
REMOVE ALL DEAD &
DAMAGED BRANCHES & ALL
SUCKER GROWTH.
FINISHED GRADE
PLANTING SOIL
3 X ROOT BALL DIA.12"MIN.MULCH BED
PLANTING SOIL
SET & MAINTAIN TREE IN A (PLUMB) VERTICAL
POSITION. REMOVE ALL DEAD & DAMAGED
BRANCHES & ALL SUCKER GROWTH. DO NOT
CUT CENTRAL LEADER.
IF TREE CANNOT STAND VERTICALLY ON ITS
OWN TEMPORARILY BRACE TREE W/ (3) 3/32"
CLEAR PVC COATED GALV. STEEL CABLES &
RUST RESISTANT TURNBUCKLES. SECURE
CABLE TO TREE W/ BLACK WOVEN FABRIC
STRAPS W/ LOOPED ENDS. SECURE TO GROUND
W/ (3) METAL DUCKBILL UNDERGROUND EARTH
ANCHORS
WHITE FLAGGING TAPE (TYP)
3" THICK MULCH, KEEP 6" AWAY
FROM TRUNK
4' DIA. METAL EDGING RING (IF NOT
IN PLANT BED)
LOOSEN SOIL MIN. 12" DEEP W/
ROTO-TILLER OR SHOVEL. ADD
NECESSARY SOIL AMENDMENTS AND
SLOW RELEASE FERTILIZER. USE ONLY
WATER TO SETTLE SOIL.
FOR B&B TREES, CUT BACK ALL WIRE &
ROPE. PULL BACK TOP THIRD OF BURLAP
& REMOVE. FOR CONTAINERS, SEPARATE
& SPREAD OUT ALL ENCIRCLING ROOTS.
SET TOP OF ROOTBALL FLUSH W/ FINISH
GRADE OR 2" HIGHER FOR AREAS THAT
HAVE HEAVY SOILS OR ARE POORLY
DRAINED. SET BOTTOM OF ROOTBALL
ON SOLID GROUND.
FINISHED GRADE
MIN. 2 X BALL DIA. FOR LAWN AREAS
5 X BALL DIAMETER
Notes:
1.) Locate guys within plant beds.
2.) All cable clamps & bolts shall be rust resistant.
3.) Remove all anchors, straps, and guys after one (1) year.
Plant Schedule Explanatory Notes:
1. The following plant palette is prepared as a selection of planting
materials.
2. Where an abbreviation is shown, the following notes apply:
Quan. - quantity of plant materials required for the project.
(Note: contractor responsible to verify quantities
indicated. Plan shall take precedence over
schedule).
Abbrv. - Botanical abbreviation
Botanical/common - name of plant material
Height - height of plant material
Spread - diameter of plant material
Cont. - container type in which plant material is encased upon
site delivery (size shall take precedence over container).
Spacing - distance from center of each plant (plan shall
take precedence over schedule)
Cal. - caliper/diameter of trunk (refer to specs for more
information - caliper shall take precedence over height and
spread)
Notes - specific notes further specifying or describing plant
material
3. The contractor shall locate all proposed and existing utilities prior to
the beginning of work. The contractor shall repair any damage to
utilities that are disturbed as a result of the work.
4. The contractor shall maintain all grassed areas, including the repair
of erosion areas, until the grass has reached the level of final
acceptance and throughout maintenance contract period, if applicable.
5. All areas that are disturbed by construction inside or outside the limit
of work shall be repaired, graded, and grassed.
6. All planting bed areas shall be covered with a 3" min. layer of
medium texture shredded hardwood mulch. Unless otherwise noted.
7. All existing trees to be saved will have tree barricades installed
around them prior to beginning of demolition. All work in those areas is
to be done by hand. Fences shall be maintained and kept in place at all
times.
8. Provide erosion control where slopes are greater than 3:1 and where
erosion is reoccurring.
9. All tree, shrub, and ground cover materials shall be planted within 24
hours after delivery.
10. Apply weed germination inhibitor ("Preen") to all plant bed areas.
11. Any plants located in direct sun shall be nursery sun grown.
Planting Notes:
1. The utilities shown are for the contractor's convenience only. There may be other utilities not shown on these plans. The landscape architect assumes no responsibility for the locations shown and it shall be the contractor's responsibility to verify the locations of all utilities
within the limits of work. Contractor shall ascertain location of all utilities prior to excavation. Prior to commencing any work, contact “Miss Utility” at 1-800-552-7001.
2. Contractor shall verify plant material quantities shown on plan with totals in planting schedule. Notify Landscape Architect of any discrepancies prior to final bidding. Plant material quantities and sizes will be inspected for compliance with approved plans by a site plan review
agent of the Frederick County Planning Department prior to the release of the certificate of occupancy.
3. All plant materials shall be guaranteed for one full year to be in a healthy growing condition. Plant materials which do not fulfill this guarantee shall be replaced at no cost to the owner. Replacement shall be guaranteed throughout the original guarantee period. Plants that die
shall be replaced immediately. The owner is responsible for maintaining shrubs and trees that are required per approved landscaping plans. Dying or dead plant materials are to be replaced during the next planting season.
4. Contractor is responsible for watering all plant material during installation and until final inspection and acceptance by owner. Contractor shall not assume irrigation system is fully operational at completion of planting installation.
5. Contractor is responsible for contacting Miss Utility prior to beginning of construction for location of all utility lines. Trees shall be located a minimum of 5 feet from sewer/water connections.
6. All plant materials, topsoil, mulch, fertilizers, soil amenities, planting supplies and methods shall be subject to LA approval. Rejected materials shall be removed from the site without delay.
7. Plant material sizes and grading are to comply with the latest edition of “American Standards of Nursery Stock,” published by the American Nursery & Landscape Association.
8. Contractor shall layout and mark location for all plant material, planting, and improvements shown and request in field approval from LA.
9. All planting bed areas shall be covered with a 3" min. layer of medium texture shredded hardwood mulch. Unless otherwise noted.
10. All substitutions of plant material shall be requested in writing to the landscape architect and approved in writing by the owner. No changes to plant schedule unless first approved by the Frederick County Planning Department Plans review section.
11. All planting operations shall be under the supervision of an experienced plantsman.
12. For trees balled in wire baskets, cut and remove top and sides of basket after installation.
13. Landscape Architect reserves the right to reject any plants and materials that are in an unhealthy or unsightly condition, as well as plants and materials that do not conform to A.A.N. Standards. See American Standard For Nursery Stock (current edition).
14. Soil shall be free of all weeds.
15. Irrigation plans to be design build and designed by others. Irrigation will apply only to the clubhouse area, main entry boulevard, and dog park only.
16. Contractor to install biodegradable erosion control netting (with biodegradable staples) on any steep areas that are to be seeded to prevent seed and soil from eroding away prior to the seed mixes becoming established.
17. Plant materials shall have all strings or ropes at the base of the plant cut away from the trunk (including biodegradable brands of rope).
18. No landscaping shall be installed that obstructs access to fire hydrant or other Fire Department connections. A clear area of 5' shall be maintained around all Fire Department connections.
12" DIP CL 52FRONT REAR
FRONT REAR
FRONT
REAR
FRONT REAR
FRONTREARFRONT REAR
FRONT
REAR
FRONTREAR
FRONTREAR
FRONTREAR
FRONTREAR
FRONT REAR
FRONTREAR
FRONT REAR
FRONTREAR
UP
DN
DN
DN
UP
DN
DN
DN
FEC
FEC
FEC
UP
DN
DN
UP
DN
DN
U
P
D
N
DN
DN
U
P
DN
DN
FIR
S
T
F
LOO
R
WAT
E
R
/
S
P
R
I
N
K
ROOM
O
N
L
Y
.
U
P
D
N
DN
DN
UP
DNDNDNUP
DN DN
D
N
FIR
S
T
F
L
OORWAT
E
R
/
S
PR
I
N
K
RO
O
M
O
N
L
Y
.UPDNDNDNUPDNDNDNUPDNDNDNFIRST
FL
OO
R
WATER/S
PRI
NK
ROOM
ON
LY.
TUL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
TUL
TUL TUL
TUL
TUL
TUL
TUL TUL
TULTUL
TUL
BL
BL
BL
BL
BL
BL
FUL
FUL
FULTULTULTULTULBLTULTULSEE PAGE L109
FOR CLUBHOUSE
& AMENITY AREA
LANDSCAPE PLAN
SEE PAGE
L110 FOR DOG
PARK AREA
LANDSCAPE
PLAN
SEE PAGE
L106 FOR
BUILDING 10
LANDSCAPE
PLAN
SEE PAGE
L108 FOR
BUILDING 9
LANDSCAPE
PLAN
SEE PAGE
L105 FOR
BUILDING 5
LANDSCAPE
PLAN
SEE PAGE
L104 FOR
BUILDING 4
LANDSCAPE
PLAN
SEE PAGE
L107 FOR
BUILDING 6
LANDSCAPE
PLAN
SEE PAGE
L103 FOR
BUILDING 3
LANDSCAPE
PLAN
PHASE 2
(FUTURE)
PHASE 2
(FUTURE)
PHASE 2
(FUTURE)
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsOverall Key Page1" = 60'
L100
Note:
County required landscape grayed back and shown for reference only. See Sheets L000-L005 for additional information.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsEntry SignageLandscape1" = 10'
L101
UP
DN
DN
DN
UP
DN
DN
DN
FEC FEC FEC
UP
DN
DN
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsBuilding 3 FoundationLandscape1" = 10'
L103
UP
DN
DN
UP
DN
DN
DN
UP
DN
DN
FIRST FLOOR
WATER/SPRINK
ROOM ONLY.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsBuilding 4 FoundationLandscape1" = 10'
L104
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsBuilding 5 FoundationLandscape1" = 10'
L105
SEE PAGE L108 FOR
BUILDING 9
LANDSCAPE PLAN
UP
DN
DN
DN
UP
DN
DN
DN
UP
DN
DN
DN
FIRST FLOOR
WATER/SPRINK
ROOM ONLY.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsBuilding 10Foundation Landscape1" = 10'
L106
UP
DN
DN
DN
UP
DN
DN
DN
UP
DN
DN
DN
FIRST FLOOR
WATER/SPRINK
ROOM ONLY.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsBuilding 6 FoundationLandscape1" = 10'
L107
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsBuilding 9 FoundationLandscape1" = 10'
L108
SEE PAGE L105
FOR BUILDING 5
LANDSCAPE PLAN
FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARTUL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
TUL
TUL
TUL
TUL
TUL
TUL
TUL TUL
TULTUL
TUL
BL
TULTULTULTULBLTULTUL
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsClubhouse Landscape1" = 10'
L109
BL
BL
BL
BL
BL
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsDog Park Landscape1" = 10'
L110
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsEnhanced Plant Schedule& Landscape NotesL112
PLANTING MIXTURE (SEE SPECS)
FINISHED GRADE
3" MULCH
STAGGER PLANTS
ATYPICAL SPACING AT END ROW
1/2 SPACE
SPACE
SPACE
1/2 SPACE
SPACE
1/2 SPACE
SPACE
ATYPICAL SPACING IN CORNERS
Notes:
1.) Place plants in bed as shown, spacing as specified in plant schedule.
2.) Groundcover shall be triangular spaced in rows parallel to straight edges and
shall be evenly spaced in rows parallel to curve edges.
SET & MAINTAIN TREE IN A
(PLUMB) VERTICAL POSITION.
REMOVE ALL DEAD & DAMAGED
BRANCHES & ALL SUCKER
GROWTH. DO NOT CUT CENTRAL
LEADER.
IF TREE CAN NOT STAND
VERTICALLY ON ITS OWN,
TEMPORARILY BRACE IT WITH 3
GUY WIRES ATTACHED TO TREE
W/ A FABRIC TREE STRAP.
ANCHOR GUY WIRES INTO
GROUND SECURELY WITH WOOD
STAKES PLACED OUTSIDE OF
THE MULCH BED. REMOVE ALL
STAKES, STRAPS, AND GUYS
AFTER (1) YEAR.
SET TOP OF ROOTBALL
FLUSH W/ FINISH GRADE OR
2" HIGHER FOR AREAS THAT
HAVE HEAVY SOILS OR ARE
POORLY DRAINED. SET
BOTTOM OF ROOTBALL ON
SOLID GROUND.
CUT BACK ALL WIRE & ROPE. PULL
BACK TOP THIRD OF BURLAP &
REMOVE. SEPARATE & SPREAD
OUT ALL ENCIRCLING ROOTS.
3" THICK MULCH, KEEP 6"
AWAY FROM TRUNK
LOOSEN SOIL MIN. 12"
DEEP W/ ROTO-TILLER
OR SHOVEL. ADD
NECESSARY SOIL
AMENDMENTS AND
SLOW RELEASE
FERTILIZER. USE ONLY
WATER TO SETTLE SOIL.
FINISH GRADE
PLANTING SOIL
5 X ROOTBALL DIA.
MULCH BED
MIN. 2 X BALL DIA. FOR
LAWN AREAS
CUT BACK ALL WIRE & ROPE.
PULL BACK TOP THIRD OF
BURLAP & REMOVE.
SEPARATE & SPREAD OUT
ALL ENCIRCLING ROOTS.
3" THICK MULCH, KEEP 4"
AWAY FROM CROWN
LOOSEN SOIL MIN. 8"-12"
DEEP W/ ROTO-TILLER OR
SHOVEL. ADD NECESSARY
SOIL AMENDMENTS AND
SLOW RELEASE FERTILIZER.
USE ONLY WATER TO
SETTLE SOIL.
SET TOP OF ROOTBALL
FLUSH W/ FINISH GRADE OR
2" HIGHER FOR AREAS THAT
HAVE HEAVY SOILS OR ARE
POORLY DRAINED. SET
BOTTOM OF ROOTBALL ON
SOLID GROUND.
SET & MAINTAIN SHRUB IN A
(PLUMB) VERTICAL POSITION.
REMOVE ALL DEAD &
DAMAGED BRANCHES & ALL
SUCKER GROWTH.
FINISHED GRADE
PLANTING SOIL
3 X ROOT BALL DIA.12"MIN.MULCH BED
PLANTING SOIL
SET & MAINTAIN TREE IN A (PLUMB) VERTICAL
POSITION. REMOVE ALL DEAD & DAMAGED
BRANCHES & ALL SUCKER GROWTH. DO NOT
CUT CENTRAL LEADER.
IF TREE CANNOT STAND VERTICALLY ON ITS
OWN TEMPORARILY BRACE TREE W/ (3) 3/32"
CLEAR PVC COATED GALV. STEEL CABLES &
RUST RESISTANT TURNBUCKLES. SECURE
CABLE TO TREE W/ BLACK WOVEN FABRIC
STRAPS W/ LOOPED ENDS. SECURE TO GROUND
W/ (3) METAL DUCKBILL UNDERGROUND EARTH
ANCHORS
WHITE FLAGGING TAPE (TYP)
3" THICK MULCH, KEEP 6" AWAY
FROM TRUNK
4' DIA. METAL EDGING RING (IF NOT
IN PLANT BED)
LOOSEN SOIL MIN. 12" DEEP W/
ROTO-TILLER OR SHOVEL. ADD
NECESSARY SOIL AMENDMENTS AND
SLOW RELEASE FERTILIZER. USE ONLY
WATER TO SETTLE SOIL.
FOR B&B TREES, CUT BACK ALL WIRE &
ROPE. PULL BACK TOP THIRD OF BURLAP
& REMOVE. FOR CONTAINERS, SEPARATE
& SPREAD OUT ALL ENCIRCLING ROOTS.
SET TOP OF ROOTBALL FLUSH W/ FINISH
GRADE OR 2" HIGHER FOR AREAS THAT
HAVE HEAVY SOILS OR ARE POORLY
DRAINED. SET BOTTOM OF ROOTBALL
ON SOLID GROUND.
FINISHED GRADE
MIN. 2 X BALL DIA. FOR LAWN AREAS
5 X BALL DIAMETER
Notes:
1.) Locate guys within plant beds.
2.) All cable clamps & bolts shall be rust resistant.
3.) Remove all anchors, straps, and guys after one (1) year.
Plant Schedule Explanatory Notes:
1. The following plant palette is prepared as a selection of planting
materials.
2. Where an abbreviation is shown, the following notes apply:
Quan. - quantity of plant materials required for the project.
(Note: contractor responsible to verify quantities
indicated. Plan shall take precedence over
schedule).
Abbrv. - Botanical abbreviation
Botanical/common - name of plant material
Height - height of plant material
Spread - diameter of plant material
Cont. - container type in which plant material is encased upon
site delivery (size shall take precedence over container).
Spacing - distance from center of each plant (plan shall
take precedence over schedule)
Cal. - caliper/diameter of trunk (refer to specs for more
information - caliper shall take precedence over height and
spread)
Notes - specific notes further specifying or describing plant
material
3. The contractor shall locate all proposed and existing utilities prior to
the beginning of work. The contractor shall repair any damage to
utilities that are disturbed as a result of the work.
4. The contractor shall maintain all grassed areas, including the repair
of erosion areas, until the grass has reached the level of final
acceptance and throughout maintenance contract period, if applicable.
5. All areas that are disturbed by construction inside or outside the limit
of work shall be repaired, graded, and grassed.
6. All planting bed areas shall be covered with a 4" min. layer of
medium texture shredded hardwood mulch. Unless otherwise noted.
7. All existing trees to be saved will have tree barricades installed
around them prior to beginning of demolition. All work in those areas is
to be done by hand. Fences shall be maintained and kept in place at all
times.
8. Provide erosion control where slopes are greater than 3:1 and where
erosion is reoccurring.
9. All tree, shrub, and ground cover materials shall be planted within 24
hours after delivery.
10. Apply weed germination inhibitor ("Preen") to all plant bed areas.
11. Any plants located in direct sun shall be nursery sun grown.
Planting Notes:
1. The utilities shown are for the contractor's convenience only. There may be other utilities not shown on these plans. The landscape architect assumes no responsibility for the locations shown and it shall be the contractor's responsibility to verify the locations of all utilities within the limits
of work. Contractor shall ascertain location of all utilities prior to excavation. Prior to commencing any work, contact “Miss Utility” at 1-800-552-7001.
2. Contractor shall verify plant material quantities shown on plan with totals in planting schedule. Notify Landscape Architect of any discrepancies prior to final bidding. Plant material quantities and sizes will be inspected for compliance with approved plans by a site plan review agent of the
Frederick County Planning Department prior to the release of the certificate of occupancy.
3. All plant materials shall be guaranteed for one full year to be in a healthy growing condition. Plant materials which do not fulfill this guarantee shall be replaced at no cost to the owner. Replacement shall be guaranteed throughout the original guarantee period. Plants that die shall be
replaced immediately. The owner is responsible for maintaining shrubs and trees that are required per approved landscaping plans. Dying or dead plant materials are to be replaced during the next planting season.
4. Contractor is responsible for watering all plant material during installation and until final inspection and acceptance by owner. Contractor shall not assume irrigation system is fully operational at completion of planting installation.
5. Contractor is responsible for contacting Miss Utility prior to beginning of construction for location of all utility lines. Trees shall be located a minimum of 5 feet from sewer/water connections.
6. All plant materials, topsoil, mulch, fertilizers, soil amenities, planting supplies and methods shall be subject to LA approval. Rejected materials shall be removed from the site without delay.
7. Plant material sizes and grading are to comply with the latest edition of “American Standards of Nursery Stock,” published by the American Nursery & Landscape Association.
8. Contractor shall layout and mark location for all plant material, planting, and improvements shown and request in field approval from LA.
9. All planting bed areas shall be covered with a 4" min. layer of medium texture shredded hardwood mulch. Unless otherwise noted.
10. All substitutions of plant material shall be requested in writing to the landscape architect and approved in writing by the owner. No changes to plant schedule unless first approved by the Frederick County Planning Department Plans review section.
11. All planting operations shall be under the supervision of an experienced plantsman.
12. For trees balled in wire baskets, cut and remove top and sides of basket after installation.
13. Landscape Architect reserves the right to reject any plants and materials that are in an unhealthy or unsightly condition, as well as plants and materials that do not conform to A.A.N. Standards. See American Standard For Nursery Stock (current edition).
14. Soil shall be free of all weeds.
15. Irrigation plans to be design build and designed by others. Irrigation will apply only to the clubhouse area, main entry boulevard, and dog park only.
16. Contractor to install biodegradable erosion control netting (with biodegradable staples) on any steep areas that are to be seeded to prevent seed and soil from eroding away prior to the seed mixes becoming established.
17. Plant materials shall have all strings or ropes at the base of the plant cut away from the trunk (including biodegradable brands of rope).
18. No landscaping shall be installed that obstructs access to fire hydrant or other Fire Department connections. A clear area of 5' shall be maintained around all Fire Department connections.
12" DIP CL 52FRONT REAR
FRONT REAR
FRONT
REAR
FRONT REAR
FRONTREARFRONT REAR
FRONT
REAR
FRONTREAR
FRONTREAR
FRONTREAR
FRONTREAR
FRONT REAR
FRONTREAR
FRONT REAR
FRONTREAR
UP
DN
DN
DN
UP
DN
DN
DN
FEC
FEC
FEC
UP
DN
DN
UP
DN
DN
U
P
D
N
DN
DN
U
P
DN
DN
FIR
S
T
F
LOO
R
WAT
E
R
/
S
P
R
I
N
K
ROOM
O
N
L
Y
.
U
P
D
N
DN
DN
UP
DNDNDNUP
DN DN
D
N
FIR
S
T
F
L
OORWAT
E
R
/
S
PR
I
N
K
RO
O
M
O
N
L
Y
.UPDNDNDNUPDNDNDNUPDNDNDNFIRST
FL
OO
R
WATER/S
PRI
NK
ROOM
ON
LY.
FUL
FUL
FUL
CLUBHOUSE
SEE PAGE L202
FOR DOG PARK
HARDSCAPE
PLANS
SEE PAGE L204
FOR BMP SITE
ELEMENTS PLAN
SEE PAGE L201
FOR CLUBHOUSE
AREA
HARDSCAPE
PLANS
PHASE 2
(FUTURE)
PHASE 2
(FUTURE)
PHASE 2
(FUTURE)
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsOverall Hardscape Key Page1" = 60'
L200
FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARCLUBHOUSE
ADA Pool Lift (Exact location
T.B.D. by pool consultant)
Pool site furnishings by owner, shown
for reference only (typ.)
Pool & Hot Tub By Pool Consultant
(Shown for design intent only)Pool
Sun
Shelf Water Jet (typ.)
Aquatic BenchStairs
Wide Stairs
Pool Coping (typ.)
Swim Lane
Aquatic Bench
Aquatic Bench
Water Jet (typ.)
Outdoor foosball
table (by owner)
Outdoor ping-pong
table (by owner)
Playground
safety zone (typ.)
Transition from pool fence
to playground fence
Transition from playground
fence to pool fence5' wide break in playground edging to provide
flush ADA access from top of concrete
sidewalk to top of playground mulch surface.
Slope end of sidewalk into mulch area to
provide smooth transition (SEE 5/L301).
Trash receptacle by
owner, shown for
reference only (typ.)
Concrete playground
edging (typ.)
Large planter pot, by
owner, shown for
reference only (typ.)
Flush landscape beds
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsClubhouse Site Elements Plan1" = 10'
L201
Notes:
1.) Pool by others, shown on plan for design intent only.
2.) Contractor to verify that pool design meets all applicable building/pool codes prior to construction.
3.) See civil engineer plans for playground and pool deck grading/drainage, drain locations, pipe locations, elevations, and pipe sizes. See civil plans for drain elevations. Concrete pool
deck areas to have minimum 1% slope and maximum 2% slope to ensure positive drainage away from the pool and to avoid pooling of water on concrete areas.
4.) See civil plans for drain inlet connections. Contractor to provide owner with a sample of decorative drain inlet grate for pool deck color/finish for review and approval before ordering.
FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARTUL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
TUL
TUL
TUL
TUL
TUL
TUL
TUL TUL
TULTUL
TUL
BL
FUL
FUL
FULTULTULTULTULBLTULTULCLUBHOUSE
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client Comments1" = 10'
L201AClubhouse Site Lighting Plan16
18
3
Notes:
1.) Pool contractor to coordinate with owner on final locations for emergency pool and spa equipment. Locations within plan shown for reference only.
2.) Emergency switch for spa to be clearly labeled and installed at a point that is readily accessible to the users, adjacent to and within sight of the spa and not less than 5 feet away from spa.
3.) Emergency telephone sign indicating the location of nearest landline telephone the can be used to call emergency services shall be posted within sight of the main entry into a pool facility.
4.) Signs shall be posted that clearly indicate the location of the pump emergency shutoff switch. Such switch shall clearly be identified as the pump emergency shutoff switch.
FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARCLUBHOUSE
See civil plans for grading and
drainage plans (typ.).
See page L302 for grill
station dimensions
Approximate outside edge
of proposed clubhouse
porch roof (see
architecture plans) (typ.)
Outside edge of pool
coping (typ.)
CL
CL
Contractor to coordinate with
architect & owner on secure string
light attachment to building (typ.)
String light pole (typ.)
Transition from pool fence
to playground fence
Tie pool fence into
corner of building
playground gate
(center on sidewalk)
pool fence gate
(center on sidewalk)
Covered porch by
architect (shown
for reference only)
Tie pool
fence into
building
pool fence gate
(center on sidewalk)
Contractor to confirm
flag pole location in
the field with owner
prior to install.
Transition from pool fence
to playground fence
See Architect plans for
interior pool fence and
gate locations between
porch columns (typ.)
CL
Tie pool fence into
building edge
Contractor to coordinate with civil & verify location of
underground drainage pipes and any other utilities prior to the
install of all drain pipies and play equipment footings (typ.)
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client Comments1" = 10'
L201BClubhouse Layout PlanNotes:
1.See civil plans for additional information on concrete perimeter walk layout.
2.Contractor to field verify all dimensions prior to construction.
3.See civil plans for pool deck and surrounding area grading and drainage plans.
FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONTREARCLUBHOUSE
Concrete score lines/pattern under covered
porch to be coordinated with architect (typ.)
Concrete score line in 8'x8' square
pattern w/ expansion joint every 16' each
way (or per concrete industry standard).
Lines to be at 45° angle from face of
building (typ.). See 4/L301 for typical
score line and expansion joint detail.
Concrete score line in 4'x4' square
pattern w/ expansion joint every 16' each
way (or per concrete industry standard).
Lines to be at 45° angle from face of
building (typ.). See 4/L301 for typical
score line and expansion joint detail.
1
2" Expansion Joint w/
Waterproof Sealant
Between Concrete Pool
Deck and Pool Coping
(typ.)
Concrete expansion joint (typ.)
Approximate outside edge
of pool coping, typ.
Slot Drain to be parallel with pool edge
and building face, typ. See civil plans
for slot drain details.
Slot Drain to be parallel with pool edge and building
face, typ. See civil plans for slot drain details.
Concrete expansion joint (typ.)
Concrete score line (control joint) typ.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client Comments1" = 10'
L201CClubhouse Area Paving &Concrete Scoring PlanNotes:
1.Expansion joint sealant color to match concrete. See 4/L301 for typical score line and expansion joint detail
2.Contractor to build sample in the field (not less than 4'x4') indicating pool deck broom finish concrete (no color) for approval by owner prior to construction.
3.Contractor to provide expansion joints where concrete is adjacent to hardscape elements (i.e. walls, building edges, pool coping, hot tub wall edge, separate concrete pours, etc.)
BL
BL
BL
BL
BL
10'x12' galvanized steel
sun shelter by Messina,
to be provided by owner
(Provided by owner)
(Provided by owner)
(Contractor to provide concrete
footing per manufacturers
recommendation)
LED Bollard Light (BL), see Electrical
plans for details and lighting schedule
Trash receptacle by owner,
shown for reference only
Center gate on sidewalk
Dog park equipment to be
field adjusted as needed
(coordinate w/ Owner)
Irrigation system to be
provided for dog park
wash-down, by others. See
irrigation plans for details
ADA Dog Park gate
access with plunger
style opener hardware
10'x12' galvanized
steel sun shelter by
Messina, to be
provided by owner
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsDog Park Site Elements& Layout Plan1" = 10'
L202
Site Elements Plan Layout Plan
NOTE:
1.) Grades shown for reference only. See civil engineer plans for dog park grading/drainage, pipe locations, elevations, and pipe sizes. Contractor to
coordinate with civil on drain inlet locations and connections.
2.) Provide under drains below synthetic turf surface to provide adequate drainage. See civil plans for under drain locations and connection points.
3.) Contractor to provide irrigation around dog park to serve as a means of washing down dog park area. Contractor to coordinate with Owner, civil, and
irrigation contractor prior to install.
4.) Contractor to ensure 1% min. and 2% max. slope on concrete areas for positive drainage to landscape areas (typ.).
5
DNWWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsBMP Site Elements Plan1" = 10'
L204Site Elements Plan
L300Details & SpecificationsBENCH SPECIFICATION: OWNER FURNISHED & INSTALLED
Model:Steel Slat Bench
SKU #TBN-36
*or equal as determined by owner
Quantity:See Plan
Color/Finish:Black Powder Coated
Supplier:TreeTopProducts.com
1-855-2099951
Notes:
1.) To be installed per manufacturer's instructions
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsFLAG POLE SPECIFICATION: OWNER FURNISHED & INSTALLED
Model:Commercial 25 Ft Economy Extra Flagpole
*or equal as determined by owner
Quantity:See Plan
Manufacturer:Aaron Schuh
Sales Manager
Collins Flags
800-950-4601 x 1125
Website: collinsflags.com
Notes:
1.To be installed per manufacturer recommendation. Contractor to
provide concrete foundation for flag poles as required by
manufacturer instructions.
2.Contractor to verify flag pole specification w/ owner prior to ordering.
3.Contractor to flag flag pole locations in the field for review and
approval by Owner prior to installation to ensure proper visibility and
location in relation to clubhouse building.
AMERICAN FLAG SPECIFICATION: OWNER FURNISHED & INSTALLED
Model:4'x6' Collins Tri-Tuff Us Flag
*or equal as determined by owner
Quantity:One
Manufacturer:Collins Flags
888-402-8430
Website: collinsflags.com
Notes:
1.To be installed per manufacturer recommendation
VIRGINIA STATE FLAG SPECIFICATION: OWNER FURNISHED & INSTALLED
Model:4'x6' Virginia State Flag (polyester) VA Flag
*or equal as determined by owner
Quantity:One
Manufacturer:Collins Flags
888-402-8430
Website: collinsflags.com
Notes:
1.To be installed per manufacturer recommendation
Detail Window
Left Blank
Intentionally
Detail Window
Left Blank
Intentionally
Varies, See Layout Plan typ.2" CLEAR(TYP.)6"2"
31
2"
COMPACTED SUB-GRADE TO 95%
DRY DENSITY
COMPACTED GRAVEL SUBBASE
4" AFTER COMPACTION
POURED-IN-PLACE CONCRETE PATIO W/ LIGHT
BROOM FINISH (3500 PSI @ 28 DAYS)
SLOPE ON CONCRETE TO BE 1% MIN. & 2% MAX
(see civil plans for grading/drainage plans)
6"x6" WELDED WIRE MESH
PROVIDE TURN-DOWN @ EDGES, TYP.
WHERE LANDSCAPE IS ADJACENT TO LANDSCAPE
AREA FINISHED GRADE BELOW TOP OF PAVING
SLIGHTLY. (SEE NOTE BELOW) WHERE ADJACENT
TO ARTIFICIAL TURF AREA TRANSITION BETWEEN
CONCRETE AND ARTIFICIAL TURF TO BE FLUSH
(TYP.)
1
2" RADIUS TROWELED EDGE (TYP.)
PROVIDE TURN-DOWN @ EDGES, TYP.
4,000 P.S.I. AIR ENTRAINED CONCRETE
#3 BAR AT 12" O.C. BOTH WAYS OR WWM-6X6 W2.0X2.0
4" MIN. COMPACTED AGGREGATE BASE (CRUSHER RUN)
COMPACTED SUBGRADE @ 95% SPD.
FINISHED GRADE
POOL DECK TO SLOPE AWAY FROM POOL AT 1% Min. & 2%
Max FOR POSITIVE DRAINAGE TO POOL DECK DRAIN INLETS
(see layout plan)2" CLEAR(TYP.)COMPACTED SUB-GRADE TO 95%
DRY DENSITY
COMPACTED GRAVEL SUBBASE
4" AFTER COMPACTION
POURED-IN-PLACE CONCRETE W/ LIGHT BROOM
FINISH (3500 PSI @ 28 DAYS)
SLOPE TO BE 1% MIN. & 2% MAX
6"x6" WELDED WIRE MESH
LANDSCAPE AREA (SEE PLANS)
2% Max. CROSS SLOPE ON SIDEWALK (typ.)dd/4min.dd/4min.1
4" Wide Saw
Cut (typ.)
1
4" Radius Trowel Joint -
Saw Cut Additional Depth
As Necessary (typ.)
CONTROL JOINT (score line)
Elastomeric caulk -
color to match paving
1
2" DIA. x 10" long smooth
dowel bar @ 24" O.C.
(lubricate one end)
EXPANSION JOINT
1
2" Expansion Joint material
Plastic zip cap
6"x6" WELDED WIRE MESH
3,500 PSI CONCRETE 6" THICK
1
2" EXPANSION JOINT WITH 10" 1
2"
STEEL DOWELS, 24" O.C.
TYPICAL 4" THICK CONCRETE
SIDEWALK (SEE 3/L301)
THICKENED SLAB
PLAYGROUND ENGINEERED
WOOD FIBER SURFACE
GRAVEL DRAINAGE LAYER 4" AGGREGATE BASE
(CLEAN NO. 57)
SLOPE TO MEET ADA
GUIDELINES
L301Details & SpecificationsNotes:
1.) See concrete paving and scoring plan for score lines and expansion joints.
2.) Concrete to be broom brushed, color and finish to match sidewalks.
3.) Recess finished grade below top of paving 3" in landscape planting beds, 1" in lawn areas, and flush in artificial turf areas (typ.)
Notes:
1.) Contractor to build a min. 4'x4' sample in the field of the concrete pool deck. Concrete to be broom finished to match sidewalks.
2.) Expansion joint w/ sealant to be provided between concrete pool deck and pool coping
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsNotes:
1.) Sidewalk score lines and expansion joints to match typical spacing/layout shown on other sidewalks on site (i.e. sidewalks
shown on civil plans) unless otherwise noted.
2.) Concrete to be broom brushed, color and finish to match other site sidewalks.
Notes:
1.) All joints shall be straight and perpendicular to adjacent edges unless otherwise shown on plans.
2.) Expansion joints are required at any location where concrete is placed against existing materials.
3.) Expansion joint material shall be poly void or equivalent.
4.) Expansion joints shall be sealed with self leveling elastomeric caulk.
6
L302
13'-2"9"1" Granite
Overhang (typ) See detail for color
3
L302
2
L302
2
L302
1
L302A
1
L302A
Granite Counter Top
Roll-In Electric Grill
(see grill specification for exact dimension.
contractor to verify prior to construction)
Exterior Rated GFI, flush w/ face of stone veneer. Color
to match or compliment stone color. See Electrical Plans
for specification and conduit coordination.
Edge of granite
counter top
4" CMU below
counter top (TYP.)
Stone Veneer below counter top, stone to
match stone used on clubhouse building
exterior. Contractor to coordinate with
owner & architect. (TYP.)
1" type S mortar setting bed (typ.)
Type S mortar scratch coat applied to CMU block.
Scratch coat to dry before applying mortar setting
bed and stone veneer (typ.).
Stone Veneer below counter top, stone
to match stone used on clubhouse
building exterior. See Architect plans for
final stone veneer (typ.)2'-8"3'-2"1'-11"5'-0"5'-0"
3
L302
Roll-In Electric Grill
(see grill specification for exact dimension.
contractor to verify prior to construction)Max.2'-10"2
L301
6
L302
2'10"
Finish grade landscape area (see
landscape plan)
Concrete Pool Deck
FINISH GRADE
Extend rebar 6" into concrete slab (typ.)
1
2" PRE MOLDED EXPANSION JOINT WITH SEALANT
(SEALANT COLOR TO MATCH CONCRETE COLOR)
#4 REBAR @ 24" OC
4" cmu grouted solid cont.
(CONTRACTOR TO VERIFY CUTOUT DIMENSIONS
IN FIELD BEFORE CUTTING GRANITE)
Granite Counter Top
Extend stone veneer a min.
3" below finish grade (typ.)
reinforced concrete base
compacted subgrade
stone veneer
1" type S mortar setting bed (typ.)
Type S mortar scratch coat applied to CMU
block. Scratch coat to dry before applying
mortar setting bed and stone veneer (typ.).
Extend stone veneer a min. 3" below finish grade (typ.)
#4 at 12" on center each way
#4 horizontal at 12" on center
Type S mortar setting bed (typ.)
Stone Veneer (Stone to match stone used at
exterior of clubhouse) verify with owner
Contractor to provide all necessary electrical
wiring and conduit for Exterior Rated GFI.
Contractor to ensure that GFI meets all
applicable electrical and building codes
L302Details & SpecificationsNotes:
1. Contractor to provide electrical conduit per grill location for power supply. See MEP plans for circuitry.
2. Contractor to verify size of grill prior to installation.
3. Contractor to provide all utility supplies as needed.
4. Contractor to provide waterproof joint sealer caulk for granite. Caulk color to match granite color.
5. Contractor to ensure positive drainage is provided on grilling patio area to ensure water drains away from all
walls and away from grilling area to adjacent landscape area or patio drains (1% min. and 2% max slope) typ.
ROLL-IN ELECTRIC GRILL SPECIFICATION:
Model:Model # 4400-EC-448-CB-D-32
Electric-Chef Ruby 32-Inch Closed-Base
Quantity:Grills to be Furnished / Installed by Owner
Color: Stainless Steel
Manufacturer:Electric-Chef
Notes:
1. Install per manufacturer's instructions.
2. Contractor to provide electrical conduit per grill location for power
supply. See MEP plans for circuitry.
3. Contractor to ensure weatherproof outlet cover safely installed.
See electrical drawings for reference.
4. Owner to provide and install Roll-In Electric Grill.
DETAIL WINDOW LEFT
BLANK INTENTIONALLY
GRANITE COUNTER TOP SPECIFICATION:
Model:Level One Granite - Colonial White Granite 3cm Thick
Contractor to coordinate with LA on Granite Color and
provide sample (sample to be min. 6"x6" size)
Quantity:Contractor to verify measurements and size, prior to
fabrication and installation.
See Plans (Grill Counter Top Only)
Color:Colonial White - Level One Granite
*Contractor to submit a min. 6"x6" granite sample to
LA for final approval prior to ordering and fabrication.
Supplier:Marva
12200 Marva Way
Midlothian, VA 23112
Notes:1.) Install per manufacturer's recommendations.
2.) Contractor to submit granite color sample (sample to be
min. 6"x6" size) for approval, prior to ordering and fabrication.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsDETAIL WINDOW LEFT
BLANK INTENTIONALLY
1"
2
302
2'-10" max.6
L302
GRILLING STATION FRONT ELEVATION
Grill Counter
Top Section
Granite Counter Top
Stone Veneer below counter top, stone to match
stone used on clubhouse building exterior.
Centurion Stone "Buckstucky" 50/50 Blend of Bucks
County and Kentucky colors, see elevation legend
on sheet A271 in Architect Plans for reference, typ.
Exterior rated GFI, See
Electrical Plans for Details
and Specifications, typ.
3
L302
Roll-In Electric Grill
(see grill specification for exact dimension.
contractor to verify prior to construction)
5'-0"3'-2"5'-0"3"13'-2"
Contractor to provide Fire Extinguisher by Amerex
Model #B456C (Or equal)
UL &ULC Rating: 4A:80B
Capacity:10 LB
Mount to side of grill countermin 3"Contractor to provide electrical
outlet with weatherproof outlet
cover per MEP dawings
6"min 3"6"
Contractor to provide electrical
outlet with weatherproof outlet
cover per MEP dawings
L302ADetails & SpecificationsNotes:
1. Contractor to install per manufacturer's instructions.
4. Contractor to verify size of grill before installation.
5. Contractor to provide all electrical, plumbing, as needed. Coordinate w/ architect and MEP.
6. Contractor to provide waterproof joint sealer caulk for granite. Caulk color to match granite color.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client Comments
L303Details & SpecificationsWWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsBMP FENCE SPECIFICATION:
Model:Black PVC Coated 5' height Chain Link Fence
(Knuckle Selvage to be used)
*or industry standard equivalent
Color:Black PVC coated chain link fence
Contact:Mike Kelly
Hurricane Fence CO.
1300 Dinneen St
Richmond, VA 23200
(804) 414-2399
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) Contractor to field measure fence & gate layout before ordering/construction
BMP DOUBLE ENTRY GATE SPECIFICATION:
Model:6' wide Black PVC Coated Chain Link Fence Gate, 5' height
*to be Double Entry (12' wide total gate entrance)
(knuckle selvage to be used)
(style to match dog park fence)
*or industry standard equivalent
Color:Black PVC coated chain link fence (to match fence)
Contact:Mike Kelly
Hurricane Fence CO.
1300 Dinneen St
Richmond, VA 23200
(804) 414-2399
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) BMP gate to match same style and height as BMP fence.
3.) Contractor to field measure fence & gate layout before ordering/construction
4.) Contractor to coordinate with client on the means of locking the gate.
Detail Window
Left Blank
Intentionally
L304Details & SpecificationsPOOL GATE SPECIFICATION:
Model:COMMERCIAL & CONCEALED FASTENER ASCOT 60" HEIGHT & 48" WIDE POOL GATE
(pool gates to match height and style of pool fence)
* or industry standard equivalent
Color/ Material:BLACK / ALUMINUM
Manufacturer:ALUMI-GUARD or Equal (approved by owner)
Contact:Giles Giannini
AFS, Incorporated
Atlantic Fence Supply
P.O. Box 708
Ashland, VA 23005
(804) 798-8011
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) ADA Pool Gate must be self closing, self-latching, and open outward (away from the pool area). Gate to have proxy-reader
with plunger style opener hardware, typ. Contractor to coordinate with Electrical and Alarm System for exact specification.
3.) See hardscape plans for locations of push-exit buttons for pool gates. Coordinate with electrical for conduit locations.
4.) All pool gates to match same style and height as pool fence.
POOL FENCE SPECIFICATION:
Model:COMMERCIAL & CONCEALED FASTENER ASCOT 60" HEIGHT
(pool gate to match height and style of pool fence)
* or industry standard equivalent
Color/ Material:BLACK / ALUMINUM
Manufacturer:ALUMI-GUARD or Equal (approved by owner)
Contact:Giles Giannini
AFS, Incorporated
Atlantic Fence Supply
P.O. Box 708
Ashland, VA 23005
(804) 798-8011
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) All pool gates to match same style and height as pool fence.
3.) Contractor to field measure fence & gate layout before ordering/construction
4.) The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches from surfaces that are not solid, such
as grass, gravel, or mulch and measured on the side of the barrier that faces away from the pool.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsINTERIOR POOL FENCE SPECIFICATION:
Model:COMMERCIAL & CONCEALED FASTENER ASCOT 48" HEIGHT
(pool gate to match height and style of interior pool fence)
* or industry standard equivalent
Color/ Material:BLACK / ALUMINUM
Manufacturer:ALUMI-GUARD or Equal (approved by owner)
Contact:Giles Giannini
AFS, Incorporated
Atlantic Fence Supply
P.O. Box 708
Ashland, VA 23005
(804) 798-8011
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) All interior pool gates to match same style and height as interior pool fence.
3.) Contractor to field measure fence & gate layout before ordering/construction
4.) The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches from surfaces that are not solid, such
as grass, gravel, or mulch and measured on the side of the barrier that faces away from the pool.
INTERIOR POOL GATE SPECIFICATION:
Model:COMMERCIAL & CONCEALED FASTENER ASCOT 48" HEIGHT & 48" WIDE POOL GATE
(interior pool gates to match height and style of interior pool fence)
* or industry standard equivalent
Color/ Material:BLACK / ALUMINUM
Manufacturer:ALUMI-GUARD or Equal (approved by owner)
Contact:Giles Giannini
AFS, Incorporated
Atlantic Fence Supply
P.O. Box 708
Ashland, VA 23005
(804) 798-8011
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) ADA Pool Gate must be self closing, self-latching, and open outward (away from the pool area). Gate to have plunger style opener hardware, typ.
3.) All interior pool gates to match same style and height as interior pool fence.
3' WIDE ACCESS GATE FOR HVAC AREA SPECIFICATION:
Model:COMMERCIAL & CONCEALED FASTENER ASCOT 60" HEIGHT &
36" WIDE GATE
(gates to match height and style of pool fence)
* or industry standard equivalent
Color/ Material:BLACK / ALUMINUM
Manufacturer:ALUMI-GUARD or Equal (approved by owner)
Contact:Giles Giannini
AFS, Incorporated
Atlantic Fence Supply
P.O. Box 708
Ashland, VA 23005
(804) 798-8011
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) Gate to be self closing, self-latching. Gate to have plunger style opener hardware.
Contractor to coordinate with owner if gate hardware needs to be lockable prior to ordering.
L305Details & SpecificationsWWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsPLAYFROUND FENCE SPECIFICATION:
Model:COMMERCIAL & CONCEALED FASTENER ASCOT 42" HEIGHT
(playground gate to match height and style of playground fence)
* or industry standard equivalent
Color/ Material:BLACK / ALUMINUM
Manufacturer:ALUMI-GUARD or Equal (approved by owner)
Contact:Giles Giannini
AFS, Incorporated
Atlantic Fence Supply
P.O. Box 708
Ashland, VA 23005
(804) 798-8011
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) Contractor to verify that fence & gates meet all applicable building codes prior to ordering/installation.
3.) Contractor to field measure fence & gate layout before ordering/construction
PLAYGROUND GATE SPECIFICATION:
Model:COMMERCIAL & CONCEALED FASTENER ASCOT 42" HEIGHT and
48" WIDTH
* or industry standard equivalent
Color/ Material:BLACK / ALUMINUM
Manufacturer:ALUMI-GUARD or Equal (approved by owner)
Contact:Giles Giannini
AFS, Incorporated
Atlantic Fence Supply
P.O. Box 708
Ashland, VA 23005
(804) 798-8011
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) Gate to match same style and height as playground fence.
3.) Contractor to field measure fence & gate layout before ordering/construction
4.) ADA Playground Gate must be self closing and self-latching. Gate to have plunger style
opener hardware, typ. Opening mechanism height to meet all applicable building codes.
Detail Window
Left Blank
Intentionally
2
L306
GEOTEXTILE FABRIC
COMPACTED SUBGRADE
SLOPE ON PLAYGROUND AREA TO BE 1% MIN.
& 2% MAX. TO PROVIDE POSITIVE DRAINAGE
TO PERFORATED DRAIN PIPE. SEE CIVIL
PLANS FOR GRADING AND PIPE LOCATIONS
VDOT # 57 STONE PERFORATED PIPE WITH FILTER
FABRIC SLEEVE (SOCK)TO
CONNECT TO STORM SEWER
(SEE CIVIL PLANS FOR GRADING
AND PIPE SIZE AND LOCATIONS)
LANDSCAPE AREA (SEE
LANDSCAPE PLANS). SLOPE
AWAY FROM PLAYGROUND
PLAYGROUND MULCH
2% MIN.
GEOTEXTILE FABRIC
(OVERLAP ENDS 12" MIN.)
1" RADIUS, TYP.
3500 PSI CONCRETE CURB
(2)#3 REBAR, CONT. HORIZONTAL
(ENGINEERED WOOD FIBER)
#3 REBAR VERTICAL (18" O.C.)
L306Details & SpecificationsPLAYGROUND EQUIPMENT& EDGING SPECIFICATION:
Models:See above diagram
Quantity:See Plan
Color:T.B.D. Coordinated with owner
Manufacturer:Miracle Playgrounds
*or equal
Supplier:Site Concepts (Northern VA Office)
PO Box 235
Crozet, VA 22932
Contact:George R. Novey
(p) 434-823-2745
Notes:
1.Install per manufacturer's recommendations. Contractor to coordinate with Playground Rep. All
playground footings and mounting methods shall be coordinate with playground rep. and installed per
manufacturers recommendation. Contractor to coordinate with civil and verify location of underground
drainage pipes and any other utilities prior to install of all play equipment footings.
2. Contractor to coordinate with playground rep. to provide full color layout of playground equipment for
review and approval by Owner prior to ordering.
3. Contractor to coordinate with playground rep. to ensure all play equipment safety zone requirements are
met prior to playground ordering & installation.
4. Playground to have three benches. Playground benches to have in ground anchor leg extension.
Contractor to coordinate with playground rep., on specific bench prior to construction. Exact bench locations
T.B.D. in the field.
5. Contractor to coordinate with civil on placement of underground storm water piping and grading prior to
install of underground drainage and playground equipment footings to ensure no conflicts between
playground footing placement and drainage pipes.
PLAYGROUND MULCH SPECIFICATION:
Model:Engineered Wood Fiber Playground Mulch
Playground Mulch to be 12" depth
Quantity:See Plan
Color :To be Coordinated with Owner
Supplier:Site Concepts (Northern VA Office)
PO Box 235
Crozet, VA 22932
Contact:George R. Novey
(p) 434-823-2745
Notes:
1. Install per manufacturer's recommendations.
2. Playground mulch to be installed and maintained at min. 12" depth. Engineered wood fiber to be
100% natural and not chemically treated. Install in playground area to depths recommended by
playground manufacturer. Contractor to compact wood fiber at time of installation resulting in a minimum
depth of 12" compacted. Wood fiber shall be thoroughly saturated with water to settle playground
surface. Tolerance shall be plus one (1) inch, minus zero (0) inches. Playground surfacing materials and
construction shall conform to the most current U.S. Consumer Products Safety Commission Guidelines.
Playground mulch to be installed on top of 6" depth #57 stone with filter fabric between mulch and stone
layer (See typical playground detail section 4/L306). See civil plans for under drainage system and
grading. Coordinate with civil as needed.
3. Surfacing shall be IPEMA-Certified engineered wood fiber. Standard wood chips or bark mulch are
not acceptable.
4. Supplier must provide test results for engineered wood fiber in accordance with ASTM standards.
WWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsNotes:
1. See civil plans for playground area grading and drainage plans.
2. Provide expansion joints at each end of curb.
3. Provide control joints at 5'-0" O.C.
Detail Window
Left Blank
Intentionally
SLOPE
TO DRAIN
Natural Dirt Subgrade
(Compacted)
3" Thick Aggregate (#57
Stone)
Geotextile Weed Barrier
Exterior area outside Artificial
Turf (see plans)
Metal Edging to be provided along
perimeter of artificial turf
Refer to civil plans for
subgrade elevation
1" Thick Aggregate
(21A)
Enviroloc Backing System
Artificial Turf Grass Fibers
Drainage to pass through for water
in regular grid throughout fiber.
Synthetic grass spikes to attach
artificial grass, typ.
L307Details & SpecificationsWWW.CITE-DESIGN.COM STATUS: SET FOR SUBMISSION
Sheet #
ScaleProject:Location:THE RESERVE AT WINCHESTER APARTMENTS IFrederick County, VirginiaUrban design Town Planning Landscape ArchitectureDrawings were prepared at the cite design office310 N. Adams Street, Richmond, VA 23220p.804.340.2848 f.804.340.2656These plans and associated documents are the exclusive property of Cite Design and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of Cite Design.DATE:DATE:REVISION DESCRIPTION08.14.20
07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments07.28.2025Addendum 5, Revisions based on Client CommentsDOG PARK HOOP JUMP SPECIFICATION:
Model:Hoop Jump
Quantity:One
Color:Green
Manufacturer:The Park & Facilities Catalog
https://www.theparkcatalog.com/hoop-jump
Supplier:Site Concepts (Northern VA Office)
PO Box 235
Crozet, VA 22932
Contact:George R. Novey
(p) 434-823-2745
Notes:
1. Install per manufacturer's recommendations
DOG PARK DOGGIE CRAWL SPECIFICATION:
Model:DOGGIE CRAWL
Quantity:One
Color:Green
Manufacturer:The Park & Facilities Catalog
https://www.theparkcatalog.com/doggie-crawl
Supplier:Site Concepts (Northern VA Office)
PO Box 235
Crozet, VA 22932
Contact:George R. Novey
(p) 434-823-2745
Notes:
1. Install per manufacturer's recommendations
DOG PARK STEPPING PAWS SPECIFICATION:
Model:STEPPING PAWS
Quantity:One
Color:Natural - Green & Tan
Manufacturer:The Park & Facilities Catalog
https://www.theparkcatalog.com/stepping-paws
Supplier:Site Concepts (Northern VA Office)
PO Box 235
Crozet, VA 22932
Contact:George R. Novey
(p) 434-823-2745
Notes:
1. Install per manufacturer's recommendations
DOGGY DRINKING FOUNTAIN WITH HOSE BIBB SPECIFICATION:
Model:Doggy Drinking Fountain w/ Hose Bibb & Hose (item # 513-1019)
Quantity:One (1)
Color:Green (verify with owner prior to ordering)
Manufacturer:The Park & Facilities Catalog
https://www.theparkcatalog.com/doggie-crawl
Supplier:Site Concepts (Northern VA Office)
PO Box 235
Crozet, VA 22932
Contact:George R. Novey
(p) 434-823-2745
Notes:
1. Install per manufacturer's recommendations. Contractor to provide concrete footings per manufacturer's
recommendation.
2. Contractor is responsible for providing waterline, hookup, and conduit as needed.
3. Contractor to provide 1
2" supply at locations shown on plans.
DOG STATION SPECIFICATION: BY OWNER
Model:135-1003
Quantity:* See plan
Color:Black
Supplier:Site Concepts (Northern VA Office)
PO Box 235
Crozet, VA 22932
Contact:George R. Novey
(p) 434-823-2745
Notes:
1. Install per manufacturer's recommendations
DOG PARK FENCE SPECIFICATION:
Model:Black PVC Coated 5' height Chain Link Fence
(Knuckle Selvage to be used)
*or industry standard equivalent
Color:Black PVC coated chain link fence
Contact:Mike Kelly
Hurricane Fence CO.
1300 Dinneen St
Richmond, VA 23200
(804) 414-2399
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) Contractor to field measure fence & gate layout before ordering/construction
DOG PARK DOUBLE ENTRY GATE SPECIFICATION:
Model:48" wide Black PVC Coated Chain Link Fence, 5' height Gate
(Knuckle Selvage to be used)
(style to match dog park fence)
*or industry standard equivalent
Color:Black PVC coated chain link fence (to match fence)
Contact:Mike Kelly
Hurricane Fence CO.
1300 Dinneen St
Richmond, VA 23200
(804) 414-2399
NOTES:
1.) Install in accordance with manufacturer's instructions.
2.) Gate to match same style and height as dog park fence.
3.) Contractor to field measure fence & gate layout before ordering/construction
4.) ADA Dog Park Gate must be self closing and self-latching. Gate to have plunger style
opener hardware, typ. Opening mechanism height to meet all applicable building codes.
ASK US HOWSITE ENGINEERINGTownes