HomeMy WebLinkAbout20-20 Site Plan rev 10.23.24INTERSTATE 81SITE
FRONT ROYAL PIKEAIRPORT RD
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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.
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HC SIGN AND
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728727 ASK US HOWSITE ENGINEERINGTownesCONSTRUCTION NARRATIVE INFORMATION
PROJECT DESCRIPTIONTHIS PROJECT INVOLVES AN APARTMENT SITE IN FREDERICK COUNTY, VA. THE DEVELOPMENT INCLUDES SEVERAL GARDENSTYLE BUILDINGS, TWO MULTIPLEX BUILDINGS, AND A CLUBHOUSE, DEVELOPED FOR THE THE RESERVE AT WINCHESTER I, LLCLOCATED 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 CONDITIONSTHE EXISTING SITE IS PARTIALLY WOODED; HOWEVER, PORTIONS OF THE SITE HAVE EXISTING STOCKPILES AND EXISTING DIRTROADS. THE SITE IS SLOPING TO THE SOUTH, WHICH DIRECTS FLOW OFF SITE VIA BOTH SHEET FLOW AND CONCENTRATED FLOWINTO BUFFALO LICK RUN. BUFFALO LICK RUN HAS AN ESTABLISHED FEMA 100YR FLOODPLAIN.
ADJACENT AREASTHE SITE IS BORDERED BY CROSSOVER BLVD TO THE NORTH, UNDEVELOPED PROPERTY TO THE EAST AND WEST, AND BUFFALOLICK RUN TO THE SOUTH.
OFFSITE AREAS
THERE WILL NOT BE ANY OFFSITE DISTURBANCE ASSOCIATED WITH THIS PLAN.
SOILSTHE 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 AREASTHIS 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 NOTALLOW EXCESS SEDIMENT TO FLOW OFFSITE. THERE ARE TWO LOCATION WHERE ESC OUTFALL STRUCTURES DISCHARGE STORMWATER OFF THE SITE.
THERE ARE WETLANDS ONSITE. THE CONTRACTOR SHALL ENSURE THERE ARE NOT IMPACTS TO RESOURCE FEATURES BEYONDTHE 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 EROSIONCONTROL 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 AFTERFINAL 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 FORMORE 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 SEDIMENTCONTROL 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 IFWARRANTED BY FIELD CONDITIONS.
15. THE PERIMETER SILT FENCE MUST BE INSTALLED AND MADE FUNCTIONAL AS A FIRST STEP IN ANY LAND DISTURBINGACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.16. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFFPRODUCING 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 LANDDISTURBING 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 SITESTABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THELOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THEDISPOSITION 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 TOEROSION CONTROL PHASE 2.MAINTENANCEIN 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 STORMEVENT. 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 MAINTAINEDACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND VIRGINIA REGULATION 9VAC 25-840-40.
1-12"x8" CROSS
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719 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 SURFACEFLOW TO THE WALL CONSTRUCTION. COMPLETION OF THE WALL IS NOT REQUIRED TO MOVE FORWARD IN THECONSTRUCTION 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 SEQUENCEOF 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 BASININTO 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 & SEDIMENTCONTROL 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) FORLONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FORMORE THAN ONE YEAR.
12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY COUNTY OR STATE INSPECTORS, IF WARRANTED BYFIELD CONDITIONS.13. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSIONCONTROL DEVICES SHALL BE MADE IMMEDIATELY.
14. ALL DISTURBED AREAS ARE TO DRAIN TO AN APPROVED SEDIMENT CONTROL MEASURE AT ALL TIMES DURING LANDDISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.15. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURESNECESSARY 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 SITESTABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THELOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THEDISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.PERMANENT STABILIZATIONTHE 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 CONTROLHANDBOOK.
MAINTENANCEIN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANTRAINFALL. 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 STORMEVENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSEDTO 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 CONTROLHANDBOOK 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-siteproperty.
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" DI
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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)
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STOPPING ASK US HOWSITE ENGINEERINGTownes
ASK US HOWSITE ENGINEERINGTownes
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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 SEWER726
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ASK US HOWSITE ENGINEERINGTownes
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WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County CommentsL000 The Reserve at Winchester Apts. ICounty & Enhanced Landscape & Hardscape PlansFrederick County, VirginiaProject Team:OWNERCathcart Group200 Reserve Blvd, Suite 200Charlottesville, VA 22901434.282.2823Cite Design310 N. Adams St.Richmond, VA 23220804.340.2848www.cite-design.comLANDSCAPE ARCHITECTARCHITECTCox, Kliewer & Co.2533 Virginia Beach Blvd.Virginia Beach, VA 23452757.431.0033CIVIL ENGINEERTownes Site Engineering1 Park West Circle, Suite 108Midlothian, VA 23114804.748.9011General 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 thelocations 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 allunderground 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 locationssubject 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 anaccredited 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, theirrigation controller(s) are labeled by EPA water sense program.SODLandscape Material Key:SEEDCONCRETESHEET INDEXL000L001Overall Landscape Key PageL002L003L004North Streetscape Landscape PlanSouth Streetscape Landscape PlanExtensive Buffer Landscape PlanGeneral NotesL005County Plant Schedule & Landscape NotesL100Overall Landscape Key PageL101L102L103L104L105L106L107Building 1 Landscape PlanL108Building 2 Landscape PlanL109Overall Hardscape Key PageL200Clubhouse Site Elements PlanL201Clubhouse Site Lighting PlanL201AClubhouse Layout PlanL201BClubhouse Area Paving & Concrete Scoring PlanL201CDog Park Site Elements Plan & Layout PlanL202L203Sport Court Site Elements & Layout PlanDetails & SpecificationsL300Details & SpecificationsL301Details & SpecificationsL302Details & SpecificationsL303Details & SpecificationsL304Details & SpecificationsL305Enhanced Plant Schedule & Landscape NotesDetails & SpecificationsL306Details & SpecificationsL307Details & SpecificationsL308Building 3 Landscape PlanBuilding 4 Landscape PlanBuilding 5 Landscape PlanBuilding 10 Landscape PlanBuilding 6 Landscape PlanBuilding 9 Landscape PlanL110L111L112Clubhouse Landscape PlanDog Park Landscape PlanSport Court Landscape PlanDetails & SpecificationsL302AL204BMP Site Elements Plan09.20.2024
12" DIP CL 52FRONT
REAR
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REAR
FRONT REARFRONT
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UPDNDNDNUPDNDNDNFECFECFECUPDNDNUPDNDNDNUPDNDNDNFECFECFECUPDNDNUPDNDNUPDNDNDNUPDNDNFIRST FLOORWATER/SPRINKROOM ONLY.UPDNDNDNUPDNDNDNUPDNDNDNFIRST FLOORWATER/SPRINKROOM ONLY.UP
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.FULFULFULSEE L001 FORNORTH LANDSCAPEPLANSEE L002 FORSOUTH LANDSCAPEPLANSEE L003FOR BUFFERLANDSCAPEPLANBUILDING 3CLUBHOUSE& AMENITIESBUILDING 1BUILDING 2BUILDING 10BUILDING 9BUILDING 5BUILDING 6BUILDING 4BUILDING 7BUILDING 8GARAGE 1MAINTENANCEBUILDINGSPORTCOURTDOGPARKWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County CommentsL001 Overall Landscape Key Page
1" = 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, drainagestructures 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.09.20.2024
12" DIP CL 52FRONT
REAR
FRONT
REAR FRONTREARFRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT REARFRONTREARFRONTREAR
FRONTREARFRONTREAR
FRONT
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UPDNDNDNUPDNFECFECFECUPDNDNUPDNDNDNUPDNDNDNFECFECFECUPDNDNUPDNDNUPDNDNDNUPDNDNFIRST FLOORWATER/SPRINKROOM ONLY.55 LIR4 CCA3 IGC7 ULM6 PAM3 LFM55 LIR3 IGC3 IGC4 ULM3 IGC55 LIR55 LIR3 IGC55 LIR3 IGC3 IGC55 LIR5 ARC5 TOH25 NEP10 IGC65 LIR10 IGC4 MAE3 IGC55 LIR6 MAE3 MAE4 LFM2 MAE16 CCA6 IGC1 BEN9 IGC1 CCA3 CRU2 CRU3 CCA3 IGC55 LIR3 IGC4 CCA3 ULM5 IGC5 ULM6 BGV1 ULM5 IGC1 PAM55 LIR55 LIR4 PAM2 PAM4 LFM2 PAM4 ULM1 BEN5 IGC5 HYP3 PAM4 PAM2 LFM1 ULM3 CCA1 PAM3 MAN4 MAN4 MAN4 MAN4 MAN5 MAN9 IGC6 IGC7 IGC11 IGC5 IGC5 IGCMulched bedlines andenhanced landscape, typ.Mulched bedlines andenhanced landscape,typ.Mulched bedlinesand enhancedlandscape, typ.9 SCAFULFULFUL5 IGC2 PAM1 PAM12 BGV10 BGVWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County CommentsL002 North Streetscape Landscape Plan
1" = 30'BUILDING 1BUILDING 4BUILDING 2BUILDING 3CLUBHOUSE &AMENITIESNote: Trees & shrub locations to be field adjusted as needed by landscape contractor to avoid conflicts with: driveways, sight distance lines (easements), utility lines, drainagestructures 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.
DNDNUPDNDNDNFECUPDNDNDNUPDNDNUPDNDNDNUPDNDNDNUPDNDNDNFIRST FLOORWATER/SPRINKROOM ONLY.UP
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.3 IGC3 IGC3 IGC6 IGC6 IGC55 LIR3 IGC4 PAM55 LIR55 LIR3 IGC3 IGC3 IGC4 CCA1 LIN4 LIN10 LIR3 ARC11 HYP10 ARC3 IGC11 HYP21 BGV3 IGC5 MAE8 TOH6 MAE4 CCA3 CRU7 CCA5 LIN2 CCA8 LFM2 ULM4 IGC4 IGC40 LIR3 IGC8 IGC2 CRU3 IGC4 LIN5 PAM4 LFM5 ULM11 CCA6 PAM2 PAM2 CCA4 BEN2 MAE7 PAM1 BEN7 IGC10 IGC5 IGCMulched bedlines andenhanced landscapearound buildingfoundation, typ.Mulched bedlines andenhanced landscapearound buildingfoundation, typ.Mulched bedlines andenhanced landscapearound buildingfoundation, typ.5 BGV3 HYP7 IGC5 PAM5 IGC3 HYP3 HYP5 BGV5 BGV5 IGC5 IGC2 ARCWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County CommentsL003 South Streetscape Landscape Plan
1" = 30'Crossover Blvd.BUILDING 2BUILDING 5BUILDING 6BUILDING 9BUILDING 7BUILDING8BUILDING10Note: Trees & shrub locations to be field adjusted as needed by landscape contractor to avoid conflicts with: driveways, sight distance lines (easements), utility lines, drainagestructures 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.09.20.2024
UPDNDNUPDNDNDNFECFECFECUPDNDN37 IGL16 AMC23 JVI3 INSApprox. edge ofCrossover Blvd.Approx. location ofsidewalkApproximatepotential location ofmonument signage,by others18 IVS26 CVW6 QUP29 TOS2 MAN5' Offset from ROW10' Offset from ROWClubhouse wayfinding signage tobe internally lit. Shown forreference only, see electricalplans for lighting coordination &conduit.5 NYSWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County CommentsL004 Extensive Buffer Landscape Plan
1" = 30'Crossover Blvd.BUILDING 1BUILDING 2Note: Trees & shrub locations to be field adjusted as needed by landscape contractor to avoid conflicts with: driveways, sight distance lines (easements), utility lines, drainagestructures 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.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County CommentsL005 County Plant Schedule &
Landscape NotesPLANTING MIXTURE (SEE SPECS)FINISHED GRADE3" MULCHSTAGGER PLANTSATYPICAL SPACING AT END ROW1/2 SPACESPACESPACE1/2 SPACESPACE1/2 SPACESPACEATYPICAL SPACING IN CORNERSNotes: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 andshall be evenly spaced in rows parallel to curve edges.SET & MAINTAIN TREE IN A(PLUMB) VERTICAL POSITION.REMOVE ALL DEAD & DAMAGEDBRANCHES & ALL SUCKERGROWTH. DO NOT CUT CENTRALLEADER.IF TREE CAN NOT STANDVERTICALLY ON ITS OWN,TEMPORARILY BRACE IT WITH 3GUY WIRES ATTACHED TO TREEW/ A FABRIC TREE STRAP.ANCHOR GUY WIRES INTOGROUND SECURELY WITH WOODSTAKES PLACED OUTSIDE OFTHE MULCH BED. REMOVE ALLSTAKES, STRAPS, AND GUYSAFTER (1) YEAR.SET TOP OF ROOTBALLFLUSH W/ FINISH GRADE OR2" HIGHER FOR AREAS THATHAVE HEAVY SOILS OR AREPOORLY DRAINED. SETBOTTOM OF ROOTBALL ONSOLID GROUND.CUT BACK ALL WIRE & ROPE. PULLBACK TOP THIRD OF BURLAP &REMOVE. SEPARATE & SPREADOUT ALL ENCIRCLING ROOTS.3" THICK MULCH, KEEP 6"AWAY FROM TRUNKLOOSEN SOIL MIN. 12"DEEP W/ ROTO-TILLEROR SHOVEL. ADDNECESSARY SOILAMENDMENTS ANDSLOW RELEASEFERTILIZER. USE ONLYWATER TO SETTLE SOIL.FINISH GRADEPLANTING SOIL5 X ROOTBALL DIA.MULCH BEDMIN. 2 X BALL DIA. FORLAWN AREASCUT BACK ALL WIRE & ROPE.PULL BACK TOP THIRD OFBURLAP & REMOVE.SEPARATE & SPREAD OUTALL ENCIRCLING ROOTS.3" THICK MULCH, KEEP 4"AWAY FROM CROWNLOOSEN SOIL MIN. 8"-12"DEEP W/ ROTO-TILLER ORSHOVEL. ADD NECESSARYSOIL AMENDMENTS ANDSLOW RELEASE FERTILIZER.USE ONLY WATER TOSETTLE SOIL.SET TOP OF ROOTBALLFLUSH W/ FINISH GRADE OR2" HIGHER FOR AREAS THATHAVE HEAVY SOILS OR AREPOORLY DRAINED. SETBOTTOM OF ROOTBALL ONSOLID GROUND.SET & MAINTAIN SHRUB IN A(PLUMB) VERTICAL POSITION.REMOVE ALL DEAD &DAMAGED BRANCHES & ALLSUCKER GROWTH.FINISHED GRADEPLANTING SOIL3 X ROOT BALL DIA.12"MIN.MULCH BEDPLANTING SOILSET & MAINTAIN TREE IN A (PLUMB) VERTICALPOSITION. REMOVE ALL DEAD & DAMAGEDBRANCHES & ALL SUCKER GROWTH. DO NOTCUT CENTRAL LEADER.IF TREE CANNOT STAND VERTICALLY ON ITSOWN TEMPORARILY BRACE TREE W/ (3) 3/32"CLEAR PVC COATED GALV. STEEL CABLES &RUST RESISTANT TURNBUCKLES. SECURECABLE TO TREE W/ BLACK WOVEN FABRICSTRAPS W/ LOOPED ENDS. SECURE TO GROUNDW/ (3) METAL DUCKBILL UNDERGROUND EARTHANCHORSWHITE FLAGGING TAPE (TYP)3" THICK MULCH, KEEP 6" AWAYFROM TRUNK4' DIA. METAL EDGING RING (IF NOTIN PLANT BED)LOOSEN SOIL MIN. 12" DEEP W/ROTO-TILLER OR SHOVEL. ADDNECESSARY SOIL AMENDMENTS ANDSLOW RELEASE FERTILIZER. USE ONLYWATER 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/ FINISHGRADE OR 2" HIGHER FOR AREAS THATHAVE HEAVY SOILS OR ARE POORLYDRAINED. SET BOTTOM OF ROOTBALLON SOLID GROUND.FINISHED GRADEMIN. 2 X BALL DIA. FOR LAWN AREAS5 X BALL DIAMETERNotes: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 plantingmaterials.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 abbreviationBotanical/common - name of plant materialHeight - height of plant materialSpread - diameter of plant materialCont. - container type in which plant material is encased uponsite 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 material3. The contractor shall locate all proposed and existing utilities prior tothe beginning of work. The contractor shall repair any damage toutilities that are disturbed as a result of the work.4. The contractor shall maintain all grassed areas, including the repairof erosion areas, until the grass has reached the level of finalacceptance and throughout maintenance contract period, if applicable.5. All areas that are disturbed by construction inside or outside the limitof work shall be repaired, graded, and grassed.6. All planting bed areas shall be covered with a 3" min. layer ofmedium texture shredded hardwood mulch. Unless otherwise noted.7. All existing trees to be saved will have tree barricades installedaround them prior to beginning of demolition. All work in those areas isto be done by hand. Fences shall be maintained and kept in place at alltimes.8. Provide erosion control where slopes are greater than 3:1 and whereerosion is reoccurring.9. All tree, shrub, and ground cover materials shall be planted within 24hours 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 utilitieswithin 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 reviewagent 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 dieshall 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
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UPDNDNDNUPDNDNDNFECFECFECUPDNDNUPDNDNDNUPDNDNDNFECFECFECUPDNDNUPDNDNUPDNDNDNUPDNDNFIRST FLOORWATER/SPRINKROOM ONLY.UPDNDNDNUPDNDNDNUPDNDNDNFIRST FLOORWATER/SPRINKROOM ONLY.UP
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.TULBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLTULTULTULTULTULTULTULTULTULTULTULTULTULTULTULBLBLBLBLBLTULTULBLFULFULFULSEE PAGE L109FOR CLUBHOUSE& AMENITY AREALANDSCAPE PLANSEE PAGEL101 FORBUILDING 1LANDSCAPEPLANSEE PAGEL110 FOR DOGPARK AREALANDSCAPEPLANSEE PAGEL111 FORSPORTCOURT AREALANDSCAPEPLANSEE PAGEL102 FORBUILDING 2LANDSCAPEPLANSEE PAGEL106 FORBUILDING 10LANDSCAPEPLANSEE PAGEL108 FORBUILDING 9LANDSCAPEPLANSEE PAGEL105 FORBUILDING 5LANDSCAPEPLANSEE PAGEL104 FORBUILDING 4LANDSCAPEPLANSEE PAGEL107 FORBUILDING 6LANDSCAPEPLANSEE PAGEL103 FORBUILDING 3LANDSCAPEPLANWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Overall Key Page
1" = 60'L100Note:County required landscape grayed back and shown for reference only. See Sheets L000-L005 for additional information.
WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Building 1 Foundation
Landscape
1" = 10'L101
UPDNDNDNUPDNDNDNFECFECFECUPDNDNSEE PAGE L111 FOR SPORT COURT AREA LANDSCAPE PLANWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Building 2 Foundation
Landscape
1" = 10'L102
UPDNDNDNUPDNDNDNFECFECFECUPDNDNWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Building 3 Foundation
Landscape
1" = 10'L103
UPDNDNUPDNDNDNUPDNDNFIRST FLOORWATER/SPRINKROOM ONLY.WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Building 4 Foundation
Landscape
1" = 10'L104
WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Building 5 Foundation
Landscape
1" = 10'L105SEE PAGE L108 FORBUILDING 9LANDSCAPE PLAN
UPDNDNDNUPDNDNDNUPDNDNDNFIRST FLOORWATER/SPRINKROOM ONLY.WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Building 10
Foundation Landscape
1" = 10'L106
UPDNDNDNUPDNDNDNUPDNDNDNFIRST FLOORWATER/SPRINKROOM ONLY.WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Building 6 Foundation
Landscape
1" = 10'L107
WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Building 9 Foundation
Landscape
1" = 10'L108SEE PAGE L105FOR BUILDING 5LANDSCAPE PLAN
FRONT
REAR
FRONT
REAR FRONTREARFRONT
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FRONT
REAR
FRONT
REAR FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONT
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REARFRONTREAR TULBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLTULTULTULTULTULTULTULTULTULTULTULTULTULTULTULTULTULBLWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Clubhouse Landscape
1" = 10'L109
BLBLBLBLBLWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Dog Park Landscape
1" = 10'L110
WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Sports Court Landscape
1" = 5'L111SEE PAGE L102 FORBUILDING 2LANDSCAPE PLAN
WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Enhanced Plant Schedule
& Landscape Notes
L112PLANTING MIXTURE (SEE SPECS)FINISHED GRADE3" MULCHSTAGGER PLANTSATYPICAL SPACING AT END ROW1/2 SPACESPACESPACE1/2 SPACESPACE1/2 SPACESPACEATYPICAL SPACING IN CORNERSNotes: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 andshall be evenly spaced in rows parallel to curve edges.SET & MAINTAIN TREE IN A(PLUMB) VERTICAL POSITION.REMOVE ALL DEAD & DAMAGEDBRANCHES & ALL SUCKERGROWTH. DO NOT CUT CENTRALLEADER.IF TREE CAN NOT STANDVERTICALLY ON ITS OWN,TEMPORARILY BRACE IT WITH 3GUY WIRES ATTACHED TO TREEW/ A FABRIC TREE STRAP.ANCHOR GUY WIRES INTOGROUND SECURELY WITH WOODSTAKES PLACED OUTSIDE OFTHE MULCH BED. REMOVE ALLSTAKES, STRAPS, AND GUYSAFTER (1) YEAR.SET TOP OF ROOTBALLFLUSH W/ FINISH GRADE OR2" HIGHER FOR AREAS THATHAVE HEAVY SOILS OR AREPOORLY DRAINED. SETBOTTOM OF ROOTBALL ONSOLID GROUND.CUT BACK ALL WIRE & ROPE. PULLBACK TOP THIRD OF BURLAP &REMOVE. SEPARATE & SPREADOUT ALL ENCIRCLING ROOTS.3" THICK MULCH, KEEP 6"AWAY FROM TRUNKLOOSEN SOIL MIN. 12"DEEP W/ ROTO-TILLEROR SHOVEL. ADDNECESSARY SOILAMENDMENTS ANDSLOW RELEASEFERTILIZER. USE ONLYWATER TO SETTLE SOIL.FINISH GRADEPLANTING SOIL5 X ROOTBALL DIA.MULCH BEDMIN. 2 X BALL DIA. FORLAWN AREASCUT BACK ALL WIRE & ROPE.PULL BACK TOP THIRD OFBURLAP & REMOVE.SEPARATE & SPREAD OUTALL ENCIRCLING ROOTS.3" THICK MULCH, KEEP 4"AWAY FROM CROWNLOOSEN SOIL MIN. 8"-12"DEEP W/ ROTO-TILLER ORSHOVEL. ADD NECESSARYSOIL AMENDMENTS ANDSLOW RELEASE FERTILIZER.USE ONLY WATER TOSETTLE SOIL.SET TOP OF ROOTBALLFLUSH W/ FINISH GRADE OR2" HIGHER FOR AREAS THATHAVE HEAVY SOILS OR AREPOORLY DRAINED. SETBOTTOM OF ROOTBALL ONSOLID GROUND.SET & MAINTAIN SHRUB IN A(PLUMB) VERTICAL POSITION.REMOVE ALL DEAD &DAMAGED BRANCHES & ALLSUCKER GROWTH.FINISHED GRADEPLANTING SOIL3 X ROOT BALL DIA.12"MIN.MULCH BEDPLANTING SOILSET & MAINTAIN TREE IN A (PLUMB) VERTICALPOSITION. REMOVE ALL DEAD & DAMAGEDBRANCHES & ALL SUCKER GROWTH. DO NOTCUT CENTRAL LEADER.IF TREE CANNOT STAND VERTICALLY ON ITSOWN TEMPORARILY BRACE TREE W/ (3) 3/32"CLEAR PVC COATED GALV. STEEL CABLES &RUST RESISTANT TURNBUCKLES. SECURECABLE TO TREE W/ BLACK WOVEN FABRICSTRAPS W/ LOOPED ENDS. SECURE TO GROUNDW/ (3) METAL DUCKBILL UNDERGROUND EARTHANCHORSWHITE FLAGGING TAPE (TYP)3" THICK MULCH, KEEP 6" AWAYFROM TRUNK4' DIA. METAL EDGING RING (IF NOTIN PLANT BED)LOOSEN SOIL MIN. 12" DEEP W/ROTO-TILLER OR SHOVEL. ADDNECESSARY SOIL AMENDMENTS ANDSLOW RELEASE FERTILIZER. USE ONLYWATER 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/ FINISHGRADE OR 2" HIGHER FOR AREAS THATHAVE HEAVY SOILS OR ARE POORLYDRAINED. SET BOTTOM OF ROOTBALLON SOLID GROUND.FINISHED GRADEMIN. 2 X BALL DIA. FOR LAWN AREAS5 X BALL DIAMETERNotes: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 plantingmaterials.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 abbreviationBotanical/common - name of plant materialHeight - height of plant materialSpread - diameter of plant materialCont. - container type in which plant material is encased uponsite 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 material3. The contractor shall locate all proposed and existing utilities prior tothe beginning of work. The contractor shall repair any damage toutilities that are disturbed as a result of the work.4. The contractor shall maintain all grassed areas, including the repairof erosion areas, until the grass has reached the level of finalacceptance and throughout maintenance contract period, if applicable.5. All areas that are disturbed by construction inside or outside the limitof work shall be repaired, graded, and grassed.6. All planting bed areas shall be covered with a 4" min. layer ofmedium texture shredded hardwood mulch. Unless otherwise noted.7. All existing trees to be saved will have tree barricades installedaround them prior to beginning of demolition. All work in those areas isto be done by hand. Fences shall be maintained and kept in place at alltimes.8. Provide erosion control where slopes are greater than 3:1 and whereerosion is reoccurring.9. All tree, shrub, and ground cover materials shall be planted within 24hours 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 limitsof 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 theFrederick 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 bereplaced 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
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UPDNDNDNUPDNDNDNFECFECFECUPDNDNUPDNDNDNUPDNDNDNFECFECFECUPDNDNUPDNDNUPDNDNDNUPDNDNFIRST FLOORWATER/SPRINKROOM ONLY.UPDNDNDNUPDNDNDNUPDNDNDNFIRST FLOORWATER/SPRINKROOM ONLY.UP
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.FULFULFULCLUBHOUSESEE PAGE L202FOR DOG PARKHARDSCAPEPLANSSEE PAGE L203 FORMULTI-PURPOSECOURT HARDSCAPEPLANSSEE PAGE L204FOR BMP SITEELEMENTS PLANSEE PAGE L201FOR CLUBHOUSEAREAHARDSCAPEPLANSWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Overall Hardscape Key Page
1" = 60'L200
FRONT
REAR
FRONT
REAR FRONTREARFRONT
REAR
FRONT
REAR
FRONT
REAR FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONT
REARFRONTREARFRONT
REARFRONTREAR CLUBHOUSEADA Pool Lift (Exact locationT.B.D. by pool consultant)Pool site furnishings by owner, shownfor reference only (typ.)Pool & Hot Tub By Pool Consultant (Shown for design intent only)PoolSunShelfWater Jet (typ.)Aquatic BenchStairsWide StairsPool Coping (typ.)Swim LaneAquatic BenchAquatic BenchWater Jet (typ.)Outdoor foosballtable (by owner)Outdoor ping-pongtable (by owner)Playgroundsafety zone (typ.)Transition frompool fence toplaygroundfenceTransition from playgroundfence to pool fence5' wide break in playground edging to provideflush ADA access from top of concretesidewalk to top of playground mulch surface.Slope end of sidewalk into mulch area toprovide smooth transition (SEE 5/L301).Trash receptacle byowner, shown forreference only (typ.)Concrete playgroundedging (typ.)Large planter pot, byowner, shown forreference only (typ.)Hot tub by owner, shownfor reference only. Shownat approx. 7.5' x 7.5'.Flush landscape bedsWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Clubhouse Site Elements Plan
1" = 10'L201Notes:1.) Hot tub and 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 thepool 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
BL
TUL
TUL
TUL
TUL TUL
TUL
TUL
TUL
TUL
TUL
TUL TUL
TULTUL
TUL
TUL
TUL
BL
FUL
FUL
FUL
CLUBHOUSE
WWW.CITE-DESIGN.COM STATUS: SET FOR BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County 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.
FRONT
REAR
FRONT
REAR FRONTREARFRONT
REAR
FRONT
REAR
FRONT
REAR FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONT
REARFRONTREARFRONT
REARFRONTREAR CLUBHOUSESee civil plans for grading anddrainage plans (typ.).See page L302 for grillstation dimensionsApproximate outside edgeof proposed clubhouseporch roof (seearchitecture plans) (typ.)Outside edge of poolcoping (typ.)CLCLCLContractor to coordinate witharchitect & owner on secure stringlight attachment to building (typ.)String light pole (typ.)Transition from pool fenceto playground fenceTie pool fence intocorner of buildingplayground gate(center on sidewalk)pool fence gate(center on sidewalk)Covered porch byarchitect (shownfor reference only)Tie poolfence intobuildingpool fence gate(center on sidewalk)Contractor to confirmflag pole location inthe field with ownerprior to install.Contractor to coordinate with civil & verify location ofunderground drainage pipes and any other utilities prior to theinstall of all drain pipies and play equipment footings (typ.)Transition from pool fenceto playground fenceSee Architect plans forinterior pool fence andgate locations betweenporch columns (typ.)CLTie pool fence intobuilding edgeWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County 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.
FRONT
REAR
FRONT
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FRONT
REAR FRONTREARFRONTREARFRONTREARFRONTREARFRONTREARFRONT
REARFRONTREARFRONT
REARFRONTREAR CLUBHOUSEConcrete score lines/pattern under coveredporch to be coordinated with architect (typ.)Concrete score line in 8'x8' squarepattern w/ expansion joint every 16' eachway (or per concrete industry standard).Lines to be at 45° angle from face ofbuilding (typ.). See 4/L301 for typicalscore line and expansion joint detail.Concrete score line in 4'x4' squarepattern w/ expansion joint every 16' eachway (or per concrete industry standard).Lines to be at 45° angle from face ofbuilding (typ.). See 4/L301 for typicalscore line and expansion joint detail.12" Expansion Joint w/Waterproof SealantBetween Concrete PoolDeck and Pool Coping(typ.)Concrete score line (typ.)Concrete expansion joint (typ.)Concrete expansion jointApproximate outside edgeof pool coping, typ.Slot Drain to be parallel with pool edgeand building face, typ. See civil plansfor slot drain details.Slot Drain to be parallel with pool edge and buildingface, typ. See civil plans for slot drain details.Concrete expansion joint (typ.)Concrete score line (control joint) typ.WWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County 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 detail2. 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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County 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
Concrete sidewalks (seecivil plans) typ.10' height black PVCcoated black coatedchain link fence (see3/L305) aroundmulti-purpose courtperimeter (typ.)4' wide gate (tomatch style andheight of fence)4' wide gate (tomatch style andheight of gate)See 1/L308 formulti-purpose courtcolors and striping typ.outside edge ofmulti-purposecourt (typ.)Concrete lead walk tomulti-purpose courtTrash receptacle byowner, shown forreference only42' multi-purpose courtconcrete area9'-6" min. from edgeof sidewalkto edge ofmulti-purpose court5'-4" Min. from edgeof sidewalkto edge of multi-purpose court4'-7"72'-9" multi-purpose courtconcrete areaoutside edge ofconcretemulti-purposecourt (typ.)10' height black PVCcoated black coatedchain link fence (see3/L305) aroundmulti-purpose courtperimeter (typ.)4' wide gateConcrete sidewalks (seecivil plans) typ.4' wide gateSee 1/L308 for detail layoutof multi-purpose courtConcrete lead walk tomulti-purpose court4'-7"3'-6" 5' Min.1' min. from fenceto edge ofmulti-purpose courtWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
Multi-Purpose Court Site
Elements & Layout Plan
1" = 10'L203Site Elements PlanLayout PlanNOTES:1.) Contractor to coordinate with civil engineer for multi-purpose court grading/drainage.2.) Refer to civil plans for grading and drainage, typ.3.) See 1/L308 for more information on multi-purpose court
DNWWW.CITE-DESIGN.COMSTATUS: SET FOR BIDSheet #ScaleProject:
Location:
THE RESERVE AT WINCHESTER APARTMENTS I
Frederick County, Virginia
Urban design Town Planning Landscape Architecture Drawings were prepared at the cite design office
310 N. Adams Street, Richmond, VA 23220
p.804.340.2848 f.804.340.2656
These 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 DESCRIPTION
08.14.2011.20.2020 Revisions based on Client comments
07.02.2024 Revisions based on Client comments
07.17.2024 Revisions based on Client comments
08.23.2024 Revisions Per County Comments
09.20.2024 Revisions Per County Comments
BMP Site Elements Plan
1" = 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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County 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"
312"
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.)
12" 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.14" Wide Saw
Cut (typ.)
14" Radius Trowel Joint -
Saw Cut Additional Depth
As Necessary (typ.)
CONTROL JOINT (score line)
Elastomeric caulk -
color to match paving
12" DIA. x 10" long smooth
dowel bar @ 24" O.C.
(lubricate one end)
EXPANSION JOINT
12" Expansion Joint material
Plastic zip cap
6"x6" WELDED WIRE MESH
3,500 PSI CONCRETE 6" THICK
12" EXPANSION JOINT WITH 10" 12"
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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County 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
1" Granite
Overhang (typ) See detail for color
(see grill specification for exact dimension.
contractor to verify prior to construction)(see spec. for exactdimension) typ.4
L302
4
L302
3
L302
3
L302
5
L302
5
L302
2
L302
2
L302
2
L302
2
L302A
2
L302A
1
L302A
1
L302A
Granite Counter Top
Built-In Grill
(propane)
Built-In Grill
(Propane connection for grills to be on automatic timers (typ.).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
Stainless Steel Double Door
(Located below grill. See spec. sheet for exact cutout dimensions)
Stainless Steel Double Door
(Located below grill. See spec. sheet for exact cutout dimensions)
Grill VentTypical: Install grill vents at the bottom of the wall
Grill Vent
Typical: Install grill vents at the bottom of the wall
Counter Top Section
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.).
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.
Stone Veneer below counter top,
stone to match stone used on
clubhouse building exterior. See
Architect plans for final stone
veneer (typ.)
FireMagic 5520-11T 1 Hour Gas Timer
Box for Automatic Timer per Propane
Grill Connection, typ. See MEP plans
for Gas Timer Box specification.
Location shown as is on elevation. See
spec. sheet for exact cutout
dimensions.
5
L302 Grill Vent
Typical: Install grill vents at the bottom of the wall
5
L302Grill VentTypical: Install grill vents
at the bottom of the wall
2
L301
6
L302
5
L302
finish grade landscape area (see
landscape plan)
Concrete Pool Deck
FINISH GRADE
Extend rebar 6" into concrete slab (typ.)
12" 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
run stone a min. 3" below finish grade
(typ.)
reinforced concrete base
compacted subgrade
Grill Vent
Locate vent on back wall behind grill
(see plan for locations)
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.)
Contractor to provide propane supply to each grill.
Contractor to verify propane supply lines and connections
meet all applicable building and safety codes. Contractor
to provide propane timers for each grill propane line.
#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. Verify grill works with propane, prior to ordering.
2. Contractor to supply propane connection. See MEP plans
3. Contractor to provide accessible timers on propane supply valves at each grill (i.e. auto shut off). Timer to be FireMagic 5520-11T 1 Hour Gas Timer Box.
4. Contractor to verify size of grill before installation.
5. Contractor to provide all electrical, plumbing, and propane supply as needed.
6. Contractor to provide waterproof joint sealer caulk for granite. Caulk color to match granite color.
BUILT-IN GRILL SPECIFICATION:
Model:SunFire 32" Built-In Grill
Quantity: 2 (contractor to verify number prior to ordering)
Color/Finish: Stainless Steel
Manufacturer: SunFire Grills
Notes:
1. Install per manufacturer's instructions, to be securely anchored.
2. Contractor to supply propane connection.
3. Contractor to provide FireMagic 5520-11T 1 Hour Gas Timer Box (i.e. auto shut off) at gas line for each
grill.
STAINLESS STEEL DOUBLE DOOR SPECIFICATION:
Model:Summerset Professional Grills 30" Double Doors
SKU: SSDD-30
Quantity: 2 (contractor to verify number prior to ordering)
Color/Finish: Stainless Steel
Manufacturer: Summerset Professional Grills
Notes:
1. Install per manufacturer's instructions, to be securely anchored to grill stations.
GRILL VENT SPECIFICATION:
Model: Summerset SSIV-14 Island Vent
SKU: SSIV - 14
Quantity: Four (4)
Notes: 1.) Install per manufacturers recommendations
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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments
2
302
3
L302
6
L302
4
L302
GRILLING STATION FRONT
ELEVATION
Grill Counter
Top Section
Built-In Grill
(propane connection for grills to be on automatic timers. See elevations
for auto shut off timer locations, typ.)
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.
Stainless Steel Double Door
(Located below grill. See spec. sheet for exact cutout
dimensions)
Exterior rated GFI, See
Electrical Plans for Details
and Specifications, typ.
FireMagic 5520-11T 1 Hour Gas Timer Box for
Automatic Timer per Propane Grill Connection, typ.
See MEP plans for Gas Timer Box specification.
Location shown as is on elevation. See spec. sheet
for exact cutout dimensions.
6
L302
5
L302
GRILLING STATION REAR ELEVATION
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.
Grill Vent
(Locate vent on bottom of back wall behind grill. See
spec. sheet for exact cutout dimensions)
L302ADetails & SpecificationsNotes:
1. Verify grill works with propane, prior to ordering.
2. Contractor to supply propane connection.
3. Contractor to provide accessible timers on propane supply valves at each grill (i.e. auto shut off).
4. Contractor to verify size of grill before installation.
5. Contractor to provide all electrical, plumbing, and propane supply 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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County Comments
L303Details & SpecificationsWWW.CITE-DESIGN.COM STATUS: SET FOR BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County CommentsFIRE BOWL SPECIFICATION:
Model:Mezzaluna Fire Bowl 48" diameter x 15"H
Mezzaluna Fire Bowl Only
Coordinate all other parts (i.e. burner, lava rock, electronic ignition rotary timer, etc.) to be supplied by
Outdoor Kitchen Creations. Coordinate w/ Outdoor Kitchen Creations to verify all parts needed for
propane fire bowl.
*See notes below
Quantity:1
Color:T.B.D. by owner
* Submit lava rock color for approval
Finish Face:Travertine (verify with owner prior to ordering)
Manufacturer & Supplier:Paul Pietrowski
Outdoor Kitchen Creations
804-749-3147 or 804-337-7047
Contact:Paul Pietrowski
(p) 804-337-7047
Notes:
1.) Fire bowl and burner (and all associated parts) are to be used with propane.
2.) Contractor to submit shop drawing to mechanical engineer showing fire bowl burner type/shape, lava rock type, and style and location of
electronic ignition rotary timer. Electronic ignition rotary timer to be easily accessible for all users (see MEP plans).
3.) Weather proof auto ignition rotary timers (i.e. auto shut off) near fire bowl (see MEP plans for general location). Contractor to coordinate with
owner on exact location of auto ignition rotary timer prior to installation.
4.) Contractor to provide all utilities needed (propane connection & electrical). Coordinate with MEP and Outdoor Kitchen Creations for propane
connection line and electrical connection specifics and requirements.
5.) Fire bowl, propane lines, and electrical connections/fixtures must meet all applicable building codes.
6.) Contractor to coordinate with Outdoor Kitchen Creations before roughing in the propane line connection to ensure the height of rough in is
correct. Also, coordinate with Outdoor Kitchen Creations when placing the fire bowl (as the bottom of the bowl has a small footprint).
BMP 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
Manufacturer: Stephens Pipe & Steel
*or industry standard equivalent
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)
Manufacturer: Spephens Pipe & Steel
*or industry standard equivalent
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.
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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County 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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County 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.
MULTI-PURPOSE COURT FENCE SPECIFICATION:
Model:Black PVC coated 10' height chain link fence
(knuckle selvage to be used)
*or industry standard equivalent
Color:Black PVC coated chain link fence
Manufacturer: Stephens Pipe & Steel
*or industry standard equivalent
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/verify fence & gate layout before ordering/construction
3.) Multi-purpose court gates to match chain link fence (typ.)
2
L306
COMPACTED SUBGRADE
GEOTEXTILE FABRIC
VDOT # 57 STONE
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
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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County 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 BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County 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 12" 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
Manufacturer: Stephens Pipe & Steel
*or industry standard equivalent
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)
Manufacturer: Spephens Pipe & Steel
*or industry standard equivalent
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.
42'-0"72'-0"12'-0"12'-0"12'-0"3'-2"21'-0"21'-0"
14'-0"14'-0"14'-0"
40'-0" FENCE RUN70'-0" FENCE RUN2'-2"15'-0"12'-0"
35'-0"
11'-6"11'-6"
3'-6"3'-6"R19'-9"R6'-0"31'-4"31'-4"22'-0"10'-0"10'-0"
6'-0"6'-0"
22'-0"
3'-6"7'-6"
10'-0"10'-0"7'-0"15'-0"9'-4"7'-6"3'-6"
42'-0"
ADJUSTABLE
NET POSTADJUSTABLE NET
POST
EXPANSION JOINT (TYP.)
CONTROL JOINT (TYP.)
CENTER OF BASKETBALL GOAL
POST, SEE ADDITIONAL DETAILS FOR
BASKETBALL POST FOOTER, TYP.
ADA CONCRETE
SIDEWALK CONNECTION
(SEE CIVIL PLANS)
CONTROL JOINT (TYP.)
EDGE OF
CONCRETE
(TYP.)
10' HEIGHT BLACK
PVC COATED CHAIN
LINK FENCE (see
3/L305).
CONTRACTOR TO
SUBMIT CUTSHEET
OF FENCE AND
GATE TO OWNER
FOR
REVIEW/APPROVAL
PRIOR TO
ORDERING. FENCE
TO BE SECURELY
INSTALLED PER
MANUFACTURERS
RECOMMENDATION
(TYP.)
4' WIDE GATE
(GATE TO TO MATCH
STYLE AND HEIGHT OF
FENCE). CONTRACTOR
TO COORDINATE WITH
OWNER ON MEANS OF
LOCKING GATE (TYP.)
BASKETBALL
GOAL & POST
BASKETBALL GOAL & POST
OUTER COURT COLOR:
CL CELTIC GREEN
2" WIDE STRIPE (TYP.)
COURT LINE (TYP.)
COLOR: SR WHITE
ADJUSTABLE
NET POST
(NP) (SEE
EQUIPMENT
KEY)
BASKETBALL GOAL (BG)
(SEE EQUIPMENT KEY)
BASKETBALL GOAL (BG)
(SEE EQUIPMENT KEY)
ADJUSTABLE NET POST (NP)
(SEE EQUIPMENT KEY)PICKLEBALL NET (PN) &
VOLLEYBALL NET (VN)
(SEE EQUIPMENT KEY)
FENCE POST,
EXACT FENCE
POST SPACING
T.B.D. BASED ON
FINAL FENCE
SELECTION AND
MANUFACTURERS
RECOMMENDED
SIZE/SPACING
(TYP.)
CENTER OF BASKETBALL
GOAL POST
INNER COURT COLOR:
SR SAFETY BLUE
MULTI-PURPOSE COURT LAYOUT MULTI-PURPOSE COURT COLOR AND STRIPING LAYOUT
TRASH CAN (BY OWNER)
4' WIDE GATE
(GATE TO TO MATCH STYLE
AND HEIGHT OF FENCE).
CONTRACTOR TO COORDINATE
WITH OWNER ON MEANS OF
LOCKING GATE (TYP.)
4' WIDE GATE
(GATE TO TO MATCH STYLE AND
HEIGHT OF FENCE). CONTRACTOR
TO COORDINATE WITH OWNER ON
MEANS OF LOCKING GATE (TYP.)
SEE HARDSCAPE
SHEET L203 FOR
ADDITIONAL
CONTEXT AND
INFORMATION.
SEE HARDSCAPE
SHEET L203 FOR
ADDITIONAL
CONTEXT AND
INFORMATION.
l
L308Details & SpecificationsNotes:
1.) The owner and architect shall approve all layouts and equipment prior to
purchasing of products.
2.) Contractor to verify quantities on the plan prior to ordering.
3.) All products to be manufactured by Patterson Williams Athletic MFG. CO.
and supplied/coordinated with All Recreation of Virginia, Inc. (or approved
equal)
Patterson Williams Athletic:
pwathletic.com
866-821-6166
All Recreation of Virginia, Inc.
allrec.com
888-419-0001
Contact: Eric White
4.) Install all equipment per manufacturer’s instructions.
5.) Multi-Purpose Court coating notes: Coating shall be Streetbond SB150 by
GAF/Streetbond or industry standard equal. www.gaf.com. All colors pavement
coating colors shall be approved by owner prior to ordering/installation. Surface
coating shall be installed by a GAF/Streetbond approved or master applicator.
WWW.CITE-DESIGN.COM STATUS: SET FOR BID
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
11.20.2020Revisions based on Client comments07.02.2024Revisions based on Client comments07.17.2024Revisions based on Client comments08.23.2024Revisions Per County Comments09.20.2024Revisions Per County CommentsNotes:
1.)Contractor to provide Multi-purpose court concrete control and expansion joints per industry standard spacing (typ.).
NN
Basketball Court
Illuminance (Fc)Average = 10.48Maximum = 14.5Minimum = 7.2Avg/Min Ratio = 1.46Max/Min Ratio = 2.01
Basketball Court
Illuminance (Fc)Average = 10.48Maximum = 14.5Minimum = 7.2Avg/Min Ratio = 1.46Max/Min Ratio = 2.01
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A5
A5
A5
A5
A5
A5
B5
B5 B5 B5
B5
DL
DL
DL
DL
DL
DL DL
DL DL
DL
DL
DL
DL
DL
DL
DL
DL
DL
DL
DL
DLDL
DL DL
DLDL
DL DL
DL
DL
DL
DL
DL
DL
DL
DL DL
DL DL
DL
DL DL DL DL
WP-1WP-1 WP-1 WP-1 WP-1 WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1
WP-1 WP-1 WP-1 WP-1 WP-1
WP-1 WP-1 WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1 WP-1 WP-1 WP-1 WP-1
WP-1
WP-1
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
WP-1
A4
BO
BO
BO
BO
BO
BO
BO
BO BO
BO
BO
V4V4
V4V4
WP-2
WP-2
WP-2
A4
FLFL
FL
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0.1 0.1 0.1 0.1 0.1 0.2 0.9 3.7 4.2 3.2 2.3 1.4 1.8 3.2 4.3 3.1 1.1 0.7 0.4 0.3 0.3 0.2 0.3 1.0 4.0 4.2 3.2 2.1 1.4 1.3 1.5 2.1 2.2 1.8 1.7 1.8 1.8 2.2 2.1 2.1 2.0 1.9 1.6 2.1 2.3 2.4 2.5 2.9 3.3 3.6 3.0 2.8 2.7 2.8 2.8 2.7 2.2 2.1 2.1 2.1 1.9 1.8 2.2 2.1 2.1 2.2 2.6 2.8 2.5 2.4 2.2 2.2 2.3 2.6 3.0 3.1 3.0 3.1 3.4 3.8 2.1 3.7 3.0 2.9 2.8 2.8 2.7 2.6 2.8 2.5 1.6 1.0 1.5 2.7 3.2 3.1 3.5 3.3 3.5 2.9 1.6 0.7 0.3 0.1 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.3 1.2 2.4 3.3 3.0 1.6 0.9 0.9 1.7 3.2 1.5 0.5 0.4 0.2 0.2 0.2 0.2 0.2 0.5 1.8 3.8 3.2 2.5 1.6 1.4 1.4 1.7 1.8 2.1 1.9 1.7 1.6 1.5 1.5 1.4 1.6 1.7 1.8 1.1 1.1 1.0 1.0 1.1 1.1 2.3 1.9 0.9 2.7 2.9 2.7 2.8 2.7 2.6 2.7 2.9 3.1 1.2 0.2 0.5 0.8 1.3 2.3 3.1 3.4 3.6 3.9 3.9 2.7 1.4 0.6 0.2 0.1 0.0 0.0
0.1 0.2 0.1 0.2 0.6 1.1 1.1 1.2 1.6 1.9 1.2 0.6 0.6 0.9 6.7 2.7 0.3 2.5 0.5 0.2 0.2 0.2 0.3 0.6 1.4 2.8 3.6 3.0 2.2 1.5 1.5 1.5 1.4 1.9 2.3 1.9 1.7 1.4 1.0 0.3 0.2 0.2 0.2 2.5 2.3 2.4 2.6 2.6 2.6 2.7 3.1 2.3 0.2 0.2 0.4 0.8 1.1 1.6 2.2 3.0 3.7 4.7 4.6 2.9 1.5 0.5 0.2 0.1 0.0 0.0
0.1 0.2 0.3 0.4 2.4 2.8 1.6 1.1 1.2 1.6 1.5 0.9 0.6 0.5 2.1 1.0 0.3 12.2 1.0 0.1 0.1 0.1 0.2 0.5 0.8 2.1 4.2 3.9 2.7 1.8 1.4 1.4 1.8 1.3 3.0 2.5 2.1 1.8 1.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.6 2.1 2.1 1.9 2.1 2.5 2.6 2.7 3.0 3.1 0.1 0.2 0.5 1.2 1.5 1.5 1.7 1.9 3.0 4.6 5.3 4.4 2.1 0.4 0.1 0.1 0.0 0.0
0.2 0.3 0.6 1.1 3.7 4.2 3.0 1.7 1.4 2.3 2.8 1.8 1.0 0.4 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 1.4 3.9 2.9 2.0 1.5 1.4 1.5 1.7 2.0 4.1 2.9 2.3 1.9 1.4 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 1.1 2.1 1.7 1.8 2.1 2.6 2.9 2.9 3.4 2.8 0.0 0.1 0.2 0.7 2.0 3.1 2.7 2.1 1.5 2.7 3.6 4.5 4.0 1.2 0.3 0.1 0.1 0.0 0.0
0.2 0.4 0.9 2.0 3.7 3.4 2.8 1.8 1.9 2.9 3.9 3.9 2.9 0.4 0.1 0.1 0.1 0.1 0.1 0.3 0.1 0.1 0.2 0.5 1.6 1.2 0.9 0.9 1.1 1.3 1.7 2.2 1.7 3.0 2.2 1.8 1.4 0.2 0.2 0.1 0.0 0.0 0.1 0.1 0.4 1.1 1.4 1.7 1.9 2.4 2.7 3.1 3.7 5.0 0.1 0.1 0.3 1.1 2.5 3.8 4.6 2.9 1.7 2.7 3.7 3.7 1.6 0.6 0.3 0.1 0.1 0.0 0.0
0.1 0.4 1.3 3.4 3.5 2.7 2.1 1.9 2.5 3.2 3.9 3.8 19.2 0.4 0.1 0.1 0.0 0.0 0.2 15.4 1.9 0.1 0.2 0.4 0.6 0.5 0.7 1.0 1.3 1.7 2.3 2.9 2.6 2.2 1.7 1.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.5 0.9 1.2 1.5 1.9 2.4 2.9 3.3 3.9 3.4 0.1 0.2 0.6 1.6 2.7 3.7 3.4 1.7 2.5 3.6 4.0 2.2 1.3 0.6 0.3 0.2 0.1 0.1 0.0
0.1 0.8 3.7 4.1 3.2 2.4 2.0 2.7 3.2 3.7 2.5 1.2 0.6 0.2 0.1 0.1 0.1 0.1 0.5 0.1 0.2 0.4 0.6 0.8 1.2 1.6 1.9 2.4 3.7 2.1 2.4 1.9 1.7 1.7 0.9 0.6 0.6 1.2 0.9 0.8 0.8 0.6 0.5 0.8 0.9 0.6 0.4 0.4 0.3 0.3 0.5 0.7 1.0 1.4 2.0 2.4 2.9 3.6 3.7 0.2 0.2 0.4 1.0 2.3 3.1 3.6 2.0 1.6 2.3 3.6 4.5 1.5 0.6 0.4 0.2 0.1 0.1 0.0 0.0
0.1 1.0 2.5 3.4 3.0 1.9 1.9 3.2 4.2 3.7 1.4 0.9 0.5 0.2 0.2 0.1 0.1 0.2 18.6 0.1 0.2 0.6 1.0 1.5 1.9 1.9 2.0 2.3 2.8 2.7 1.4 2.9 2.9 3.3 3.0 2.7 2.4 2.5 2.2 2.8 3.6 2.6 2.5 2.5 2.5 2.3 2.6 2.4 2.4 3.1 4.3 4.7 3.6 2.4 2.5 3.8 3.5 2.1 2.3 2.2 2.2 2.3 2.8 3.4 2.8 2.5 2.3 2.2 2.2 2.5 3.3 2.6 2.1 2.1 2.1 2.1 1.4 1.1 0.7 0.5 0.6 0.7 1.0 1.5 2.1 2.5 3.0 4.0 2.8 0.8 0.3 0.6 1.6 3.2 3.9 3.3 1.3 1.0 1.1 1.9 2.6 0.6 0.3 0.2 0.2 0.1 0.0 0.0 0.0
0.1 0.5 0.9 1.5 1.7 1.1 1.1 2.0 3.6 2.5 0.9 1.4 9.2 0.3 0.2 0.1 0.1 0.1 0.4 0.1 0.2 1.2 2.5 3.3 3.0 2.1 1.9 2.1 2.2 2.5 1.0 2.5 2.9 2.9 3.4 3.1 2.4 2.3 2.4 2.5 2.5 2.4 2.5 2.4 2.4 2.3 2.1 1.9 2.0 2.2 3.2 4.9 4.4 3.9 3.9 4.5 3.6 2.2 2.0 2.0 2.3 2.3 2.6 2.6 2.5 2.1 1.9 1.8 1.8 2.0 2.1 2.0 1.7 1.8 1.7 1.7 1.6 1.5 1.1 1.0 0.9 1.0 1.3 1.8 2.2 2.6 3.3 3.9 1.0 0.8 0.3 0.6 1.2 2.4 3.7 2.8 0.6 0.5 0.6 0.7 0.6 0.2 0.1 0.1 0.2 0.1 0.0 0.0 0.0
0.1 0.2 0.3 0.6 0.8 0.7 0.8 1.2 1.8 1.0 0.9 1.6 4.5 0.3 0.2 0.1 0.1 0.1 0.5 1.6 0.2 1.2 4.1 4.1 3.3 2.2 1.7 1.6 1.8 2.1 2.2 0.0 0.2 0.4 1.1 2.2 3.3 4.4 5.6 3.6 2.4 2.5 2.8 3.0 2.9 2.8 2.8 2.6 2.5 2.2 1.8 1.5 1.4 1.7 2.7 3.9 3.5 2.9 2.9 3.6 3.2 2.1 2.1 2.3 2.7 2.8 3.2 3.2 2.9 2.2 1.6 1.4 1.5 1.7 1.7 1.7 1.4 1.3 1.4 1.8 2.1 2.3 2.1 1.9 1.9 1.8 1.9 2.3 2.6 2.9 3.4 2.6 0.2 0.2 0.2 0.3 0.5 0.9 1.6 1.1 0.3 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.1 0.1 0.1 0.3 0.6 0.8 1.0 1.3 1.1 1.2 1.9 3.0 2.4 0.4 0.2 0.2 0.1 0.1 2.0 9.3 0.1 0.6 2.1 3.9 3.2 2.5 1.6 1.3 1.4 1.6 1.9 0.6 0.1 0.1 0.5 1.8 3.4 3.8 4.7 5.0 5.2 3.7 2.6 2.8 3.5 3.9 3.9 3.8 3.6 3.0 2.4 1.9 1.5 1.1 1.0 1.3 1.9 2.2 1.9 1.7 1.7 1.9 2.1 2.0 2.3 3.1 3.6 3.9 4.1 4.1 3.6 2.4 1.5 1.2 1.2 1.3 1.4 1.3 1.1 1.1 1.4 2.0 2.9 3.3 3.4 3.3 3.2 3.0 2.7 2.7 2.7 3.2 4.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.0 1.6 2.3 2.1 1.4 1.9 3.4 4.3 3.2 0.8 0.5 0.2 0.1 0.1 0.1 0.4 0.9 0.7 1.6 3.2 3.7 2.9 1.9 1.3 1.2 1.4 1.6 1.1 0.3 0.4 0.9 2.4 4.5 4.1 3.8 3.4 3.7 3.1 2.5 3.0 3.9 4.0 3.9 3.8 3.7 3.2 2.1 1.4 1.0 0.7 0.7 0.8 0.9 0.9 0.8 0.7 0.7 0.8 1.1 1.5 2.3 3.4 3.7 3.8 3.9 4.1 3.7 2.4 1.4 0.9 0.8 0.8 0.9 0.8 0.7 0.8 1.1 2.0 3.2 3.6 3.6 3.6 3.6 3.7 3.3 2.8 2.7 3.3 3.7 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.7 3.7 3.9 2.8 1.6 1.7 2.9 3.4 3.3 2.9 3.1 0.3 0.4 0.3 0.1 3.0 10.0 0.5 1.2 2.6 4.4 3.8 2.4 1.4 1.2 1.2 1.1 1.1 0.7 0.7 1.1 1.9 3.5 3.5 2.6 2.1 1.8 1.7 2.0 2.9 3.7 3.6 3.5 3.4 3.6 3.2 2.0 1.1 0.7 0.5 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.5 0.7 1.2 2.1 3.3 3.5 3.6 3.7 3.6 3.6 2.3 1.2 0.7 0.5 0.5 0.5 0.5 0.5 0.7 1.0 2.0 3.3 3.5 3.5 3.8 3.5 3.9 3.3 2.6 2.6 2.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.2 0.8 3.4 3.8 2.8 2.0 1.4 2.2 3.0 3.7 4.2 4.8 0.3 5.9 7.0 0.1 0.1 1.2 2.3 4.2 2.8 1.8 1.2 1.0 1.0 1.0 1.0 1.1 1.3 1.7 2.2 2.6 2.1 1.3 0.9 0.7 0.9 1.4 2.6 3.5 3.3 4.3 3.7 3.5 3.2 2.0 1.0 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 1.1 2.2 3.3 3.4 4.1 4.2 3.5 3.5 2.4 1.3 0.7 0.5 0.5 0.4 0.5 0.5 0.7 1.1 2.0 3.3 3.5 3.8 4.4 3.6 4.1 3.4 2.6 2.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.2 0.5 1.4 3.5 3.2 2.4 1.5 1.8 2.7 3.7 4.0 1.2 0.4 0.5 0.4 1.6 1.8 2.3 1.4 0.9 0.7 0.7 0.8 1.0 1.4 1.9 2.4 2.8 3.0 2.5 1.5 0.8 0.5 0.4 0.6 1.1 2.3 3.4 3.5 3.2 3.3 3.5 3.2 2.1 1.1 0.8 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.8 1.2 2.1 3.3 3.6 3.3 3.4 3.7 3.6 2.5 1.4 0.9 0.7 0.7 0.7 0.8 0.8 1.0 1.3 2.2 3.5 3.7 3.6 3.6 4.0 4.2 3.4 2.5 2.5 1.9 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.2 0.2 0.6 1.2 2.6 3.7 3.3 2.1 1.6 2.7 3.7 3.4 3.6 7.7 1.7 1.7 1.7 1.4 0.9 0.5 0.5 0.5 0.8 1.4 2.3 3.0 3.2 3.3 3.3 2.9 1.7 0.8 0.5 0.4 0.5 1.0 2.1 3.3 3.7 3.9 3.8 3.6 3.0 2.0 1.3 1.1 0.9 0.9 1.0 1.4 1.7 1.6 1.6 1.6 1.6 1.5 1.4 2.0 3.1 3.7 3.9 3.9 3.9 3.6 2.7 1.9 1.3 1.0 1.1 1.5 1.8 1.8 1.9 2.3 3.0 4.0 4.2 4.2 4.1 4.2 4.0 3.0 2.6 1.8 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 0.3 0.6 2.1 4.3 3.4 2.0 1.4 1.8 1.9 1.5 1.6 2.7 1.6 1.5 1.7 1.4 0.9 0.5 0.4 0.5 0.9 1.9 3.0 3.2 3.1 3.0 3.3 3.2 2.2 1.1 0.6 0.5 0.6 1.0 2.0 3.0 3.4 3.4 3.3 2.9 2.4 1.8 1.5 1.3 1.3 1.3 1.5 2.3 3.5 3.4 3.2 3.2 3.4 2.6 1.5 1.6 2.4 3.0 3.3 3.3 3.3 3.1 2.8 2.2 1.7 1.4 1.5 2.5 3.7 3.9 4.0 4.2 4.9 4.9 4.2 4.3 4.0 3.8 3.1 2.3 1.7 0.8 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 0.2 0.3 1.1 2.5 1.6 1.0 0.9 1.0 0.9 0.8 0.8 0.8 0.9 1.4 1.7 1.5 2.1 1.7 1.8 1.7 1.1 0.6 0.4 0.5 0.9 2.0 3.1 3.2 3.5 4.0 3.0 3.3 2.7 1.5 0.9 0.8 1.0 1.7 2.7 2.8 2.5 2.4 2.4 2.1 1.9 1.7 1.6 1.5 1.5 1.6 1.9 2.9 4.9 4.7 4.6 4.3 4.6 3.2 1.5 1.3 1.7 2.0 2.3 2.4 2.5 2.7 2.7 2.4 2.0 1.8 1.9 3.1 5.1 5.7 6.7 6.9 7.6 6.5 4.6 5.4 4.7 3.7 2.3 1.5 1.3 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.8 0.7 0.6 0.7 0.8 0.8 0.9 1.1 1.4 1.5 1.4 0.3 0.6 1.2 1.6 1.6 1.6 1.8 2.1 2.0 1.4 0.8 0.6 0.6 0.9 1.7 2.9 3.3 3.0 3.3 3.1 3.3 3.0 2.1 1.7 1.8 2.2 2.7 3.9 3.5 2.3 1.9 2.1 2.0 2.1 1.8 1.8 1.6 1.8 2.0 2.4 3.5 5.8 5.4 4.5 4.3 4.8 3.4 1.6 1.3 1.4 1.6 2.2 2.2 2.5 2.9 3.2 2.9 2.5 2.4 2.4 3.7 5.7 7.1 9.2 10.3 10.9 9.1 4.7 5.3 4.4 3.2 1.6 0.9 1.4 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.6 0.8 1.1 1.3 1.2 1.3 1.6 1.7 1.6 1.6 1.6 1.2 0.6 0.3 0.3 0.5 1.0 1.6 1.8 2.0 2.2 2.6 2.8 2.2 1.5 1.1 1.0 1.2 1.6 2.5 3.2 3.2 3.2 3.2 3.1 2.6 2.3 3.0 3.2 3.1 3.5 4.2 4.3 2.5 1.6 1.9 2.0 2.0 2.0 1.8 1.4 2.2 2.8 3.0 2.7 2.7 2.0 1.6 1.5 1.3 2.4 1.1 1.1 1.5 2.1 2.3 2.7 4.0 2.6 2.4 2.2 2.3 2.7 3.1 4.4 8.7 9.5 9.5 8.8 4.2 4.1 3.7 2.5 1.2 0.5 2.1 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.9 1.9 2.6 2.6 1.7 1.6 1.7 1.6 1.7 1.5 1.6 1.5 0.8 0.4 0.3 0.5 0.9 1.5 1.9 2.1 2.3 2.9 4.0 3.9 2.9 2.4 2.4 2.3 1.8 1.9 2.7 3.0 3.0 2.6 2.0 1.6 1.8 3.2 4.2 3.8 3.2 2.6 2.2 1.1 0.4 0.4 0.1 0.9 0.8 0.7 0.7 1.2 3.7 8.2 9.3 9.2 7.9 4.2 4.0 3.6 2.4 1.1 0.4 1.9 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 1.0 3.8 4.2 3.3 2.1 1.7 1.8 1.6 2.0 1.8 1.6 1.5 1.0 0.6 0.5 0.7 1.1 1.6 1.9 2.1 2.5 3.2 4.9 5.2 4.0 3.5 3.6 3.4 1.8 1.3 1.6 1.9 1.8 1.4 1.1 1.0 1.3 2.5 4.0 2.0 1.4 0.9 0.5 0.3 0.2 0.1 1.2 4.7 9.6 11.5 11.4 9.3 5.2 4.9 4.0 2.8 1.1 0.4 1.9 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 2.2 4.0 3.2 2.5 1.8 1.8 1.7 1.5 1.6 1.6 1.5 1.0 0.6 1.0 1.4 2.0 2.3 2.1 2.1 2.3 3.0 5.2 5.3 4.1 3.9 4.3 3.7 1.6 0.9 0.9 0.9 0.8 0.6 0.6 1.5 1.4 0.5 0.3 0.1 0.1 0.0 1.1 4.8 12.2 14.1 14.1 11.8 5.4 4.5 3.5 2.5 1.1 0.5 1.9 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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7.67.36.65.64.53.62.61.76.66.35.85.04.13.32.51.75.75.55.14.53.73.02.41.75.04.84.54.03.42.82.21.74.44.34.03.63.12.62.11.6
7.6 7.3 6.6 5.6 4.5 3.6 2.6 1.7
6.6 6.3 5.8 5.0 4.1 3.3 2.5 1.7
5.7 5.5 5.1 4.5 3.7 3.0 2.4 1.7
5.0 4.8 4.5 4.0 3.4 2.8 2.2 1.7
4.4 4.3 4.0 3.6 3.1 2.6 2.1 1.6
5.00
25.00
TITLE:DN BY:DATE:
DRAWING / DESIGN NO.:
REVISED FROM DRAWING NUMBER(S):
1. THIS LIGHTING DESIGN IS BASED ON LIMITED INFORMATION SUPPLIED BY OTHERS TO CURRENT. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL
SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT.
2. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS.
3. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE.
QUOTE:
CHK BY:
SCALE:REV. BY:DATE:
THE RESERVE AT WINCHESTER
WINCHESTER, VA
SITE PHOTOMETRIC PLAN
DHK 03/01/24
A240389R8 N/A
R1: 03/06/24
R2: 03/11/24
R3: 04/12/24
R4: 04/15/24
R5: 04/17/24
R6: 04/18/24
R7: 08/01/24
R8: 09/17/24
N/A
AS NOTEDDHK08/01/24
1 Inch = 60 - FT.
Luminaire Schedule
Symbol Qty Label Mounting Height LLF Lum. Lumens Lum. Watts Description
30 A4 17' - 6" AFG 0.900 10367 90 URB-CAP21-80L-90-3K7-4W
6 A5 17' - 6" AFG 0.900 10426 90 URB-CAP21-80L-90-3K7-5QW
5 B5 17' - 6" AFG 0.900 10426 90 URB-CAP21-80L-90-3K7-5QW
11 BO 3' - 6" AFG 0.900 1725 41 FN2-24LU-3K
44 DL 10' - 0" AFG 0.900 672 8 LBSD-4RD-CS9-WH
4 V4 20' - 0" AFG 0.900 15094 115 VP-1-160L-115-3K7-4W-HSS-90-B
52 WP-1 20' - 0" AFG 0.900 6802 55 WDM-D-48L-55-3K7-4W
3 WP-2 8' - 0" AFG 0.900 1077 12 LNC-5LU-4K-3-X
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Entry Drive 1 Illuminance Fc
Entry Drive 2 Illuminance Fc
Overall Area Illuminance Fc
Parking Area Illuminance Fc
Pool Area Illuminance Fc
Basketball Court Illuminance Fc
3 FL Ground Mounted 0.900 6569 50 RFL3-90L-50-4K7-M
Flag Face Illuminance Fc 4.01 7.6 1.6 2.51 4.75
1.88 4.2 0.1 18.80 42.00
2.14 4.1 0.5 4.28 8.20
0.72 19.2 0.0 N.A.N.A.
2.09 10.9 0.0 N.A.N.A.
1.45 15.5 0.0 N.A.N.A.
10.48 14.5 7.2 1.46 2.01
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