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feet204060
1" = 20'N O R T H
SYMBOL DESCRIPTION
FS FINISH SURFACE
TC TOP OF COPING
PA PLANTING AREA
FLOW DIRECTION AND SLOPE
GRADING NOTE
SPOT ELEVATIONS SHOWN ARE PRELIMINARY AND ARE INTENDED TO
SHOW THE DRAINAGE PATTERNS OF THE SITE. FINAL GRADING MAY
RESULT IN DIFFERENT SPOT ELEVATIONS, HOWEVER FLOW PATTERNS
AND MINIMUM GRADIENTS SHALL BE MAINTAINED.
SYMBOL LEGEND
2%
VICINITY MAP
NOT TO SCALE
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NC ACCESSIBILITY NOTES:
General notes:
1.Special attention shall be given to compliance with Americans with Disabilities Act (2010 ADA standards), the North
Carolina building code/ANSI A117.1, and applicable local laws & regulations.
2.It is essential that contractors are aware of the site accessibility requirements. Paramounte Engineering hasdeveloped these notes and details to assure that contractors are aware of the requirements at the point in time when
they are bidding the project. In addition, Paramounte Engineering has made a point in these notes and details, as
well as in our drawings, to provide slopes / grades and dimensions that comply with the Americans with DisabilitiesAct (2010 ADA standards), the North Carolina building code/ANSI A117.1 and applicable local laws & regulations. If
these slopes / grades and dimensions are not achievable, the contractor is required to contact the owner immediately
and before moving forward with the work.
3.The contractor shall notify Paramounte Engineering immediately of any conflict between these notes and details and
other project drawings, whether by Paramounte Engineering or others. The contractor shall not proceed with the
work for which the alleged conflict has been discovered until such alleged conflict has been resolved. No claim shall
be made by the contractor for delay or damages as a result of resolution of any such conflict(s).
4.These accessibility notes and details are intended to depict slope and dimensional requirements only. Refer to
sidewalk, curbing, and pavement details for additional information.
Accessible route notes:
1.At least one accessible route shall be provided within the site from accessible parking spaces and accessible
passenger loading zones; public streets or sidewalks; and public transportation stops to the accessible building or
facility entrance they serve.
2.At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements, and
accessible spaces that are on the same site.
3.Walking surfaces that are part of an accessible route shall have a maximum running slope of 5.0% and a maximumcross slope of 2.0%.
4.Any walking surface that is part of an accessible route with a running slope greater than 5.0% is a ramp and shall
comply with the guidelines for ramps or curb ramps.
5.Transitions between ramps, walks, landings, gutters or streets shall be flush and free of abrupt vertical changes (1/4
inch maximum vertical change in level permitted).
6.Floor surfaces shall be stable, firm and slip resistant.
7.The minimum clear width of exterior accessible routes shall be forty-eight (48) inches minimum measured between
handrails where handrails are provided ( 1104.1 & 1104.2).
8.Where an accessible route makes a 180 degree turn around an object that is less than forty-eight (48) inches in width,clear width shall be forty-two (42) inches minimum approaching the turn, forty-eight (48) inches minimum during the
turn, and forty-two (42) inches minimum leaving the turn. The clear width approaching and leaving the turn may be
thirty-six (36) inches minimum when the clear width at the turn is sixty (60) inches minimum. .* See note 7 above for
NC clear width of exterior accessible routes*
9.An accessible route with a clear width less than sixty (60) inches shall provide passing spaces at intervals of two
hundred (200) feet maximum. Passing spaces shall be either a sixty (60) inch minimum by sixty (60) inch minimum
space; or an intersection of two (2) walking surfaces that provide a compliant t-shaped turning space, provided the
base and arms of the t-shaped space extend forty-eight (48) inches minimum beyond the intersection.
10.Doors, doorways and gates that are part of an accessible route shall comply with the Americans with Disabilities Act
(2010 ADA standards), the North Carolina building code/ ANSI A117.1, and applicable local laws & regulations.
11.Directional signage indicating the route to the nearest accessible building entrance shall be provided at inaccessible
building entrances.
12.Where possible, drainage inlets shall not be located on an accessible route. In the event that a drainage inlet mustbe located on an accessible route, the grate shall comply with the Americans with Disabilities Act (2010 ADA
standards), A117.1, the NC building code, and applicable local laws & regulations
Ramp notes:
1.Any part of an accessible route with a running slope greater than 5% shall be considered a ramp.
2.The maximum running slope for a ramp shall be 8.33% and the maximum cross slope shall be 2.0%.
3.The clear width of an exterior ramp run shall be forty eight inches (NC Building Code1104.1). Where handrails are
provided on the ramp run, the clear width shall be measured between the handrails.
4.The rise for any ramp run shall be thirty (30) inches maximum.
5.Landings shall be provided at the top and bottom of ramps. Landings shall have a slope not steeper than 2.0% in any
direction. The landing clear width shall be at least as wide as the widest ramp run leading to the landing. The landing
clear length shall be sixty (60) inches long minimum. Ramps that change direction between runs at landings shall
have a clear landing of sixty (60) inches by sixty (60) inches minimum.
6.Ramp runs with a rise greater than six (6) inches shall have handrails on both sides complying with the Americans
with Disabilities Act (2010 ADA standards), the NC building code/ANSI A117.1, and applicable local laws &
regulations.
7.Floor surfaces of ramps and landings shall be stable, firm and slip resistant.
8.Edge protection complying with Americans with Disabilities Act (2010 ADA standards), the NC building code/ANSI
A117.1, and applicable local laws & regulations shall be provided on each side of ramp runs and on each side oframp landings.
9.Where doorways are located adjacent to a ramp landing, maneuvering clearances required by the Americans with
Disabilities Act (2010 ADA standards), the nc building code/ANSI A117.1 shall be permitted to overlap the required
landing area. Where doors that are subject to locking are adjacent to a ramp landing, landings shall be sized to
provide a compliant turning space.
Curb ramp notes:
1.The maximum running slope of a curb ramp shall be 8.33% and the maximum cross slope shall be 2.0%.
2.Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeperthan 5%. The adjacent surfaces at transitions at curb ramps to walks, gutters and streets shall be at the same level.
3.The clear width of a curb ramp shall be 36 inches (36) minimum, exclusive of flared sides, if provided. *note NC
Building Code requires exterior accessible routes to be 48 inches minimum wide (1104.1 & 1104.2).*
4.Landings shall be provided at the top of curb ramps. The clear length of the landing shall be thirty-six (36) inches
minimum. The clear width of the landing shall be at least as wide as the curb ramp, excluding flared sides, leading to
the landing. Landings shall have a slope not steeper than 2% in any direction.
5.If a curb ramp is located where pedestrians must walk across the ramp, or where it is not protected by handrails orguardrails, it shall have flared sides.
6.Where provided, curb ramp flares shall not exceed 10%.
7.Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes,
parking spaces or parking access aisles. Curbs at marked crossings shall be wholly contained within the markings,
excluding any flared sides.
8.Curb ramps shall be located or protected to prevent their obstruction by parked vehicles.
9.It is recommended to provide curb ramps with a twenty-four (24) inch deep detectable warning complying with 406.12
A117.1, extending the full width of the ramp. Refer to detectable warning details and notes for placement, orientation
and notes. The NC Building Code does not currently require detectable warnings at curb ramps, nor do the 2010 ADA
standards - however us dot ADA regulations do require these.
10.Floor surfaces of curb ramps shall be deep grooved, ½ inch wide by ¼ inch deep, one (1) inch centers transverse to
the ramp.
11.Where provided, stop lines shall be located in advance of curb ramp.
12.Where provided, pedestrian activated signals shall be located adjacent to the sidewalk and not on the sidewalk.
13.Where provided, drainage inlets shall be located upstream of curb ramps and not in the ramp area.
14.Curb ramp type and location are per plan.
Parking space notes:
1.Accessible parking spaces shall be located on the shortest accessible routes of travel from adjacent parking to an
accessible building entrance.
2.Accessible parking spaces shall be at least ninety-six (96) inches wide. Access aisles shall be 60 inches wide. One
of six accessible spaces should provide a van accessible aisle. The aisle should be 96 inches wide (or accessible
space is 11 feet and access aisle is five feet). Where parking spaces and access aisles are marked with lines, the
width measurements shall be made from centerline of the markings. Where parking spaces or access aisles are notadjacent to another parking space or access aisles, measurements shall be permitted to include the full width of the
line defining the parking space or access aisle.
3.Parking access aisles shall be part of an accessible route to the building or facility entrance and shall comply with
provisions foraccessible routes. Marked crossings shall be provided where the accessible route must cross vehicular
traffic lanes. Where possible, it is preferable that the accessible route not pass behind parked vehicles.
4.Two (2) accessible parking spaces may share a common access aisle.
5.Access aisles shall extend the full length of the parking space they serve.
6.Access aisles shall be marked so as to discourage parking in them.
7.Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the
parking space except for angled van parking spaces which shall have access aisles located on the passenger side of
the parking spaces.
8.Floor surfaces of parking spaces and access aisles serving them shall be stable, firm and slip resistant. Access
aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted.
9.Parking spaces and access aisles shall be level with surface slopes not exceeding 2.0% in all directions.
10.Parked vehicle overhangs shall not reduce the required clear width of an accessible route.
11.Parking spaces for vans and access aisles and vehicular routes serving them shall provide a vertical clearance of
ninety-eight (98) inches minimum. Signs shall be provided at entrances to parking facilities informing drivers of
clearances and the location of van accessible parking spaces.
12.Each accessible parking space shall be provided with signage displaying the international symbol of accessibility.
Signs shall be installed at a minimum clear height of sixty (60) inches above grade and shall not interfere with an
accessible route from an access aisle. Signs located where they may be hit by vehicles being parked shall be
installed with bollard protection.
13.Signage at accessible parking spaces required by the NC Building Code section 1106.1shall comply with the
requirements of North Carolina general statute 20-37.6 and 136-30 and the NCDOT uniform manual on traffic control
devices. A separate sign is required for each space. Signs to indicate the maximum penalty must be provided at eachaccessible space.
14.Accessible parking space, access aisle striping, and international symbol of accessibility shall be painted blue (or
another color that can be distinguished from pavement).
Passenger loading zone notes:
1.Passenger loading zones shall provide vehicular pull-up space ninety-six (96) inches wide minimum and twenty (20)
feet long minimum.
2.Passenger loading zones shall provide a clearly marked access aisle that is sixty (60) inches wide minimum and
extends the full length of the vehicle pull-up space they serve.
3.Access aisle shall adjoin an accessible route and not overlap the vehicular way.
4.Vehicle pull-up spaces and access aisles serving them shall be level with surface slopes not exceeding 2.0% in alldirections. Access aisles shall be at the same level as the vehicle pull-up space they serve. Changes in level are not
permitted.
5.Floor surfaces of vehicle pull-up spaces and access aisles serving them shall be stable, firm and slip resistant.
6.Vehicle pull-up spaces, access aisles serving them and a vehicular route from an entrance to the passenger loading
zone, and from the passenger loading zone to a vehicular exit serving them, shall provide a vertical clearance of one
hundred fourteen (114) inches minimum.
Accessible entrance notes:
1.Accessible entrances shall be provided as required by the Americans with Disabilities Act (2010 ADA standards) and
the North Carolina building code, and applicable local laws & regulations.
2.Entrance doors, doorways and gates shall comply with the Americans with Disabilities Act (2010 ADA standards) the
NC building code/ANSI A117.1 and shall be on an accessible route.
2"
POOL FENCE & GATE W/ MASONRY COLUMNS
1/2" 1'-0"
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NOTES:
·POOL FENCE AND GATE DESIGN IS
PRELIMINARY AND SUBJECT TO
CHANGE.FINAL DESIGN SHALL MEET NC
CODE 15A NCAC 18A .2528
·GATES SHALL OPEN OUTWARD AWAY
FROM POOL
2
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±1'-6"
6'2'-0" min.2'-0" min.
4'-
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8 MASONRY COLUMN - FINAL DESIGN TBD1
2"x2" GATE SUPPORT FRAME2
1"x1" TOP & BOTTOM RAILS3
3/4"x3/4" PICKETS - 4" O.C.4
HEAVY DUTY, SELF CLOSING LATCHES6
FINISH GRADE7
WIRE MESH SCREEN8
± 4'-6"
CODE DESCRIPTION
COMMUNITY SIDEWALK
ASPHALT PARKING AREA
CONCRETE SIDEWALK
COLOR: COOL GRAY
FINISH: SALT ROCK
CONCRETE POOL DECK
COLOR: COOL GRAY
FINISH: SALT ROCK
EVENTS LAWN
CRUSHED STONE SEATING AREA
STONE: 1/4" GRANITE
TREE PLANTER
18" H. MASONRY SEAT WALL
COLUMN FINISH: OYSTER SHELL TABBY
WALL CAP: 2.5", POURED IN PLACE, COOL GRAY
CONCRETE WITH SMOOTH FINISH AND 1" REVEAL
4` HT. MIN. ALUMINUM POOL FENCE WITH 54" HT. SELF-CLOSING,
SELF-LATCHING POOL GATES TO MEET CODE MINIMUMS AND HAVE KNOX
BOX INSTALLED. SEE DETAIL, THIS SHEET
24" SQ., 5` H. MASONRY COLUMNS
COLUMN FINISH: OYSTER SHELL TABBY
COLUMN CAP: 2.5", POURED IN PLACE, COOL GRAY
CONCRETE WITH SMOOTH FINISH AND 1" REVEAL
POOL HOUSE BY OTHERS
2.0" SADDLE, 1.0" METER & BACKFLOW PREVENTER PER CFPUA STANDARDS
4.0" SEWER SERVICE & CLEANOUTS PER CFPUA STANDARDS.
NOTE: POOL DISCHARGES ARE REGULATED BY CFPUA AND POOL INFO WILL BE PROVIDED BY
OTHERS.
6' WOOD FENCE
FINAL DESIGN TBD BY OWNER
PAVILION TO MATCH EXISTING WHISKEY BRANCH STRUCTURES
BIKE RACK
TO BE SELECTED BY OWNER
LAWN GAME AREA
SYNTHETIC TURF AREA FOR LOUNGE CHAIRS
FINAL SPECIFICATION TBD BY OWNER
POOL STEPS AND BUILT-IN BENCH SEATING
POOL HANDRAILS & LADDERS
FINAL DESIGN AND LOCATIONS TBD BY POOL CONTRACTOR
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MAX. 2.5-FT ABOVE
SEWER INVERT
6" SS CLEANOUT
IMPERVIOUS AREA
CONCRETE PAVING:5,658 sf
GRANITE PAVING: 190 sf
BUILDING: 673 sf
TOTAL:6,520 sf
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SCALE:
feet102030
1" = 10'N O R T H
1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR
TO BEGINNING CONSTRUCTION.
2.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER
CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS.
CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC
OR PRIVATE UTILITIES.
3.STAKE ALL TREES AS SHOWN IN DETAIL OR AS OTHERWISE DIRECTED
BY OWNER OR OWNER'S REPRESENTATIVE.
4.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE
AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS.
5.NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN
AUTHORIZATION FROM THE LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE.
6.SET ALL TREES IN 5' MINIMUM DIAMETER PINE STRAW MULCH BED.
7.ALL SHRUB BEDS AND/OR PLANTING AREAS EXCLUDING SEEDED AREAS
SHALL BE MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM DEPTH
PINE STRAW MULCH UNLESS OTHERWISE NOTED.
8.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS
AND FERTILIZERS IN THE QUANTITIES RECOMMENDED BY THE SOIL
TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE STATE
DEPARTMENT OF AGRICULTURE OR AS OTHERWISE APPROVED BY THE
LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.
9.ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED
BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. FAILURE IN
OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THE CONTRACTOR.
10.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT
MATERIAL WITHIN 12 MONTHS OF ACCEPTANCE OF THE INSTALLED
MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE.
11.THE CONTRACTOR SHALL PREPARE ALL SEEDED AREAS TO ASSURE
THAT THE SUBGRADE HAS BEEN RAKED AND ROLLED TO ACCEPT THE
SEED. ALL TURF AREAS MUST BE IRRIGATED OR HAND WATERED. ALL
TURF AREAS SHOULD PROVIDE A SMOOTH SURFACE FREE OF DIPS AND
UNLEVELED GROUND. REFERENCE PLANT SCHEDULE FOR TURF
SELECTION.
12.IRRIGATION SHALL BE DESIGNED AND INSTALLED BY A LICENSED
IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA.
13.THE CONTRACTOR IS RESPONSIBLE FOR HAND WATERING THE
INSTALLED PLANT MATERIAL FOR A PERIOD OF 6 MONTHS FROM THE
ACCEPTANCE FROM THE OWNER OR OWNER'S REPRESENTATIVE IF
IRRIGATION HAS NOT BEEN INSTALLED. ALL MATERIAL INCLUDING TURF
AREAS SHALL BE HAND WATERED ONCE WEEKLY OR AS NEEDED TO
ENSURE SURVIVAL OF PLANTS.
14.CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND
EXCESS MATERIALS FROM THE JOB SITE ONCE THE PROJECT IS
COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE
COURSE OF THE PROJECT IS THE CONTRACTOR'S RESPONSIBILITY.
15.STREET TREES WILL BE PLANTED AS CLOSE TO CITY REGULATIONS AS
POSSIBLE; HOWEVER, SITE CONDITIONS INCLUDING THE LOCATIONS OF
DRIVEWAYS, SIGNS, ETC. MAY REQUIRE ADJUSTMENT FROM PROPOSED
PLAN.
16.ANY TREES NEAR ROADWAYS AND WALKWAYS BUT LOCATED OUTSIDE
OF DESIGNATED SIGHT DISTANCE TRIANGLES WILL BE MAINTAINED TO
PROVIDE CLEAR SIGHT LINES UP TO 10'.
17.IN CASES WHERE SIGHT DISTANCE TRIANGLES INTERFERE WITH OTHER
REQUIRED BUFFER OR PLANTING AREAS, THE SIGHT DISTANCE
TRIANGLE WAS MAINTAINED AND PLANTINGS WERE ADJUSTED TO
ALLOW FOR PROPER SIGHT LINES.
18.AUTOMATIC IRRIGATION SYSTEM TO BE PROVIDED BY OWNER.
19.IF OWNER REQUESTS ADDITIONAL PLANTINGS WITHIN SIGHT TRIANGLES,
ALL PLANTINGS WILL BE LIMITED TO SHRUBS AND/OR ORNAMENTAL
GRASSES LESS THAN 30" IN HEIGHT.
LANDSCAPE NOTES:
6" SLIP KNOT WITH STOP KNOT,
6" LARGER THAN TRUNK DIAMETER
KEEP MULCH 1"-2" AWAY FROM TRUNK
MULCH; 3" MIN., 4" MAX. DEPTH.
WATER BERM; 4" MAX HEIGHT. INSTALL
OUTSIDE OF PLANT MIX BACKFILL
PLANTING MIX (SEE SPECS.). INSTALL IN
8" LIFTS, WATER BETWEEN LIFTS.
BUTTRESS ROOTS
3/4" NYLON STRAP
ROOT CROWN TO BE LEVEL WITH
FINISH GRADE, ± 1"
1"x 2"x18" WOOD STAKE, WITH
3/8" HOLE CENTERED. DRIVE
STAKE IN LINE WITH STRAP
FINISH GRADE
REMOVE TYPICAL EXCESS SOIL FROM
GROWER OVER ROOT SYSTEM, UPTO 1"
DEPTH. REJECT PLANTS WITH MORE
THAN 3" EXCESS SOIL.
REMOVE TOP 1/3 BURLAP AND ANY
NAILS, PINS, ETC.
REMOVE TOP 2/3 OF WIRE BASKET
RAISE PIT BOTTOM AS NEEDED TO ENSURE
BUTTRESS ROOTS ARE AT CORRECT HEIGHT.
FIRM SOIL UNDER ROOTBALL.
UNDISTURBED SOIL
NTS
SINGLE STEM TREE INSTALLATION DETAILA
OMIT COLLAR AROUND EACH SHRUB WHEN
IRRIGATION SYSTEM IS PRESENT.
INSTALL TOP OF PLANT BALL 2" ABOVE
ADJACENT GRADE
TAMP PLANT SOIL MIX FIRMLY IN 8" LIFTS
AROUND PLANT BALL
SOAK PLANT BALL AND PIT IMMEDIATELY
AFTER INSTALLATION.
1.
2.
3.
4.
NOTES:
EQUAL SPACING BETWEEN ALL PLANTS
NOTED AS ON-CENTER (O.C.) PLANTING
DIMENSION IN THE PLANT SCHEDULE
TYPICAL
STAGGERED
ROWS
EDGE OF PLANTING BED
TYPICAL PLANTING BED LAYOUT
NTS
SHRUB INSTALLATION DETAILB
4'' TYP.
4'' TYP.
NOTE: SHRUBS SHALL BE
PLANTED 2" HIGH WITH SOIL
MOUNDING UP TO THE TOP OF
ROOT BALL.
3" MINIMUM OF CLEAN
PINESTRAW MULCH
EXCAVATE ENTIRE BED AS
SPECIFIED FOR GROUND-
COVER BED.
MINIMUM DEPTH OF 12"
PLANTING SOIL FOR
GROUNDCOVER BED.
SOIL BERM TO HOLD WATER
FINISHED GRADE
PREPARED PLANTING SOIL AS
SPECIFIED. NOTE: WHEN
GROUNDCOVERS AND SHRUBS
USED IN MASSES ENTIRE BED
TO BE EXCAVATED TO RECEIVE
PLANTING SOIL AND PLANT
MATERIAL
SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE
TREES
4 ACER PALMATUM 'WOLFF' EMPEROR I EMPEROR I JAPANESE MAPLE 8` - 10` H
4 BETULA NIGRA 'BNMTF'DURA HEAT® RIVER BIRCH 5` H
5 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 8' H. MIN. (MATCHING)
5 MAGNOLIA G. `BRACKENS BROWN BEAUTY`BRACKEN`S SOUTHERN MAGNOLIA 12`-14` H
1 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 10` - 12` H
3 ULMUS PARVIFOLIA `BOSQUE`BOSQUE LACEBARK ELM 10` - 12` H
PALM TREES
11 SABAL PALMETTO 10' (MATCHING)
SYMBOL QTY BOTANICAL NAME COMMON NAME CONTAINER
SHRUBS
125 BUXUS M. `WINTERGREEN`WINTERGREEN BOXWOOD 7 GAL
3 CAMELLIA JAPONICA 'WHITE BY THE GATE'WHITE BY THE GATE CAMELLIA 36" X 36"
54 DISTYLIUM X 'BLUE CASCADE'BLUE CASCADE DISTYLIUM 24"X24" MIN.
7 GARDENIA JASMINOIDES 'KLEIM'S HARDY'KLEIM'S HARDY GARDENIA 24"X24" MIN.
43 HYDRANGEA MACROPHYLLA `NIKKO BLUE`NIKKO BLUE HYDRANGEA 24"X24" MIN.
29 HYDRANGEA PANICULATA 'LEEP1'WHITE WEDDING® PANICLE HYDRANGEA 24"X24" MIN.
69 LOROPETALUM C. `RUBY`RUBY LOROPETALUM 7 GAL
32 NANDINA DOMESTICA `FIRE POWER`FIREPOWER NANDINA 3 GAL
61 PODOCARPUS M. MAKI SHRUBBY YEW PODOCARPUS 4` HT
ORNAMENTAL GRASSES
9 MISCANTHUS S. `GRACILLIMUS`MAIDEN GRASS 3 GAL
6 MISCANTHUS S. `MORNING LIGHT`MORNING LIGHT MISCANTHUS GRASS 7 GAL
263 MUHLENBERGIA CAPILLARIS PINK MUHLY 3 GAL
SYMBOL QTY BOTANICAL NAME COMMON NAME CONT
GROUND COVERS
256 HEMEROCALLIS X `HAPPY RETURNS`DAYLILY 1 GAL
371 LIRIOPE MUSCARI LILYTURF 1 GAL @ 18" O.C.
SOD
6,078 SF ZOYSIA X ZEON®ZEON® ZOYSIA -
PLANT SCHEDULE
POOL
TREE (BY OWNER)
LAWN
ARTIFICIAL
TURF
ARTIFICIAL
TURF
ARTIFICIAL
TURF
ARTIFICIAL
TURF
ARTIFICIAL
TURF
CORNHOLE
SIDEWALK
GATE
GATE
POOL FENCE
BIKE RACKS
LAWN
LAWN
LAWN