Landscape Plan2 "x2" UNTREATED CROSS MEMBER
TO A LENGTH TO SPAN OPEN PIT
I
HEIGHT VARIES
SEE PLANT LIST)
( 1'
;4(UNTREATED) " STAKE
ARBORTIE
} TREE
r
TRUNK
\ LiM(TS OF
R OT BALU
INNER EDGE
®F SAUCER
n- f I," PLAN VIEW LIMITS 2F HOLE
ARBORTIE OUTER EDGE
STRAP PLACE TOP OF ROOT BALL OF SAUCER
3/4" WHITE �. MIN. 1"- MAX. 2" ABOVE GRADE
OR GRAY
PVC SLEEVE 4" MULCH OVER WEED BLOCK
24" LONG CREATING A 4" DEEP SAUCER
APPLY DOWNWARD PRESSURE TO
/ CROSS MEMBER AND CONNECT
i
TO STAKE WITH 3" WOOD SCREW
2 "x2" UNTREATED CROSS
ROOT BALL-I! : I I i_I _ MEMBER TO A LENGTH -to
DEPTH _I SPAN OPEN PIT
1-
MPH I I II (� ( I 1 -1I I IJ 2 "x2" UNTREATED STAKE TO A
6" DEPTH DEPTH WITHIN FIRM SUBSOIL
TO HOLD TREE IN PLAQI�
BACKFILL MIX
III - UNDISTURBED SUBSOIL I I- I`
' �-1 111 I I ITi I iTi ITi I I ITI 1 ITS l l i i l l l l „III
- REMOVE BURLAP St ROPE
NOTE: FROM TOP 1/3 OF THE BALL
1. ARBORTIE SHOULD ONLY BE USED AS A REMEDIAL MEANS TO PLUMB A TREE WHEN THE
PRIMARY BELOW GRADE STAKING CAN NO LONGER BE ADJUSTED EFFECTIVELY AND
CONDITIONS ARE WARRANTED BY THE LANDSCAPE ARCHITECT.
2. SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE.
TREE PLANTING N.T.S.
3" LAYER OF
DECOMPOSED GRANITE
J OVER WEED BLOCK
3- �
S"
III
NOTE:
D = DIMENSION OF PLANT SPACING
(SHRUB AND GROUNDCOVER AS
INDICATED ON DRAWINGS)
SHRUBS AS SPECIFIED
IF SHRUB IS BALL AND BURLAP,
THEN REMOVE BURLAP AND ROPE
FROM TOP 1/3 OF ROOTBALL
AMENDED SOIL
BACKFILL TO REMOVE ALL
VOIDS
4" LAYER OF MULCH
OVER WEED BLOCK
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SHRUB
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UNDISTURBED
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I _ STUBBED
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w SUBGRADE
4 STEEL EDGE - AS SH WN
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IN LANDSCAPE PLAN BREAK THROUGH AND REMOVE ANY EXISTING
(REF. LANDSCAPE PROJECT NOTES) "HARDPAN" AS NECESSARY TO PROVIDE GOOD
PERCOLATION AND POSITIVE DRAINAGE
NOTE:
1. SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE,
2. OMIT WEED BLOCK WHEN PLANT SPACING IS 18" O.C. OR LESS
SHRUB PLANTING AND SPACING
PLANTING BED AREA -�
ALL EDGE STAKING
SHALL BE LOCATED
TO THE OPPOSITE
SIDE OF TURF
rX SOD LIMIT
(MINIMUM)
�- TURF "TOE -IN" STEEL EDGE FLUSH
/ AGAINST BOULDER FACE WITH A
MINIMUM OF TWO STAKES (TYP.)
PLAN
NOTE:
1. BOULDERS USED iN PLANTING PERIMETERS SHALL BE LARGE AND ANGULAR.
2. ALIGN THE BOULDER TO COMPLIMENT THE EDGE WITHOUT LEAVING ACUTE
TURF AREAS WHICH WOULD BE DIFFICULT TO MOW OR TRIM EFFICIENTLY.
tr^ % ' BOULDER, SPLIT BETWEEN
LANDSCAPE BEDS AND /OR
GRASS AREA
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ELEVATION STEEL EDGING
BOULDER /STEEL BORDER N.T.S.
N.T.S.
FIRE
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LANDSCAPE PROJECT NOTES
Refer to Sitewor'k Specifications for all information needed for landscape work.
Notify Landscape Architect or designated representative of any layout discrepancies
or any condition which may prohibit the installation as shown.
Verify and locate all utilities and site lighting conduits before landscape construction
begins. Protection of all utilities is the responsibility of the Contractor.
All landscape planting areas illustrated shall be graded smooth with three inches (3 ")
of topsoil and three inches (3 ") of compost applied and consistently blended (tilled) to
a depth of nine inches (9 ") If adequate or sufficient topsoil is not available on site,
the Contractor shall provide topsoil per the specifications and approved by the Owner
To obtain final grade, excavation may be necessary to accept the required depth of
topsoil /compost mix with surface dressing or mulch. All beds shall be crowned to
anticipate settlement and ensure drainage without disrupting surrounding planned
drainage paths. Any areas disturbed for any reason prior to final acceptance of the
project shall be corrected by the Contractor at no additional expense to the Owner.
All landscaped areas will be irrigated with an underground automatic system.
Quantities shown on these plans are for reference only. Plant spacing is as indicated
in the Piant Material List unless otherwise noted. The Contractor has full responsibility
to provide coverage in all planting areas as specified.
All trees and shrubs shall be installed per planting details
Trees shall be planted at least five feet (5') from any utility line or sidewalk, and to the
outside of utility easements with a clear ten feet (10') around fire hydrants.
Furthermore, planting Within areas of turf shall give priority of location to irrigation.
Trees, shall not be planted within five feet (5') of a spray head or ten feet (10') of a
rotor. Remaining irrigation components shall respect the location of the illustrated
landscape design. Shrubs, regardless of type, shall not be planted Within thirty inches
(30 ") of bed perimeters.
All plant material shall be maintained in a healthy and growing condition, and must be
replaced with similar variety and size if damaged or removed. Container grown plant
material Is preferred, however ball and burlap material may be substituted as
indicated in the plant material list.
All planting beds as designated shall be bordered by Owner approved four inch (4 ")
steel edging w/ 3 /6" min. thickness unless bed is bordered by concrete. Steel edging
adjacent to decomposed granite beds shall have a Y4" min. thickness. Terminate
edging flush With paved surface with no sharp comers exposed.
A four inch (4 ") dressing of Shredded hardwood mulch over a 4.1 oz, woven
polypropylene, needle- punched fabric or equal weed barrier shall be used in all plant
beds and around all trees. Single trees or shrubs shall be mulched to the outside
edge of the saucer or landscape island (See planting details).
Fertilize all plants at the time of planting with 10 -10 -10 time release fertilizer.
Boulders labeled on plan shall vary in size according to symbol size. Smaller boulders
shall have a minimum exposed height of eighteen inches (18 "), minimum width of
thirty -six inches (36 ") and a minimum depth of twenty -four inches (24 "). Larger
boulders shall have a minimum exposed height of twenty-four inches (24 "), minimum
width of forty -eight (48 ") and a minimum depth of thirty -six (36 "). Boulders shall be
recessed into the grade and shall be oriented so that its longest side is parallel to the
ground plane to achieve a natural look.
SOD PROJECT NOTES
EROSION CONTROL:
Throughout the project and the maintenance period for turfgrass, it is the Contractor's
responsibility to maintain the topsoil in place at specked grades. Topsoil and
turfgrass losses due to erosion will be replaced by the Contractor until
ESTABLISHMENT and ACCEPTANCE is achieved.
SOIL PREPARATION:
All slopes and areas disturbed by construction, except those occupied by buildings,
structures, or paving shall be graded smooth and four (4 ") inches of topsoil applied. If
adequate topsoil is not available onsite, the Contractor shall provide topsoil as
approved by the Owner. The area shall be dressed to typical sections and plowed to a
depth of five (5 ") inches. Soil shall be further prepared by the removal of debris,
weeds and stones larger than 3/4 inch in diameter. After tillage and cleaning, all areas
to receive turf shall be leveled, fine graded, and drug with a weighted spike harrow or
float drag.
GRASS SOD:
Turfgrass sod shall be 100°x6 "Cynodon dactylon" (Common Bermuda grass). Sod
shall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile system
of dense, thickly matted roots throughout the soil of the sod for a thickness not less
than three - quarters (3/4 ") inch. Sod shall be alive, healthy, vigorous, free of insects,
disease, stones, and undesirable foreign materials and grasses. The grass shail have
been mowed prior to sod cutting so that the height of grass shall not exceed two (2 ")
inches. Sod shall have been produced on growing beds of clay -loam topsoil. Sod
shall not be harvested or planted when its moisture condition is so excessively wet or
dry that its survival will be affected. All sod is to be harvested, delivered, and planted
within a thirty -six (36) hour period of time. Sod shall be protected from exposure to
wind, sun, and freezing. Should installation occur between November and March, sod
shall include an over -seed of Annual Rye for a grown -in appearance.
IRRIGATION:
In the absence of an irrigation system or areas beyond the coverage limits of a
permanent irrigation system, Contractor shall water sod temporarily to develop
adequate growth and establishment before regular maintenance begins. Turf shall be
watered until firmly established.
Water shall be furnished by the Contractor with means and methods available to
achieve acceptable turf. The water source shall be dean and free of Industrial wastes
or other substances harmful to the growth of the turf.
MAINTENANCE REQUIREMENTS:
Vegetation should be Inspected regularly to ensure that plant material is established
property and remains healthy. Mowing, trimming and supervision of water applications
shall be the responsibility of the Contractor until the Owner or Owner's Representative
accepts and assumes regular maintenance.
Know what's below.
Call before you dig.
10 30
0 20 40
SCALE: 1" = 20'
pl�Mt M7tnrinl L ict CitvnfCnnncli n
Reference Recommended Plant Material List
SYM.
KEY
QTY,
COMMON NAME
SCIENTIFIC NAME
O.C.
7"
Granular Sub -Base
6"
I
ROOT
SIZE
HEIGHT
SPREAD
COMMENT
PAVEMENT NO�ES�:
TA
3
Texas Ash
Fraxirn3c twYancic
N/A
Cont.
3" cat.
12' min.
8' min.
Full Ca
no _ PY. Healthy, Good Form
t�. --'-`- Pauly Bind'
LL
W
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1
7"
Granular Sub -Base
6"
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PAVEMENT NO�ES�:
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1. PAVEMENT AND SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE ORIGINAL
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GEOTECHNICAL REPORT.
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222
West ready ` e Read East Sandy Lake Road
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PRIJEIIT NORTH
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VICINITY MAP
N.T.S.
GENERAL NOTES
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1. Bases, anchor bolts, conduit, and wiring for all signs are by the General Contractor.
2. %' empty conduit to locations shown at the lot perimeter for lot lighting is by the General
Contractor. Lighting fixtures, bases, poles, conduit, and wiring are by the General Contractor.
3. Lot lighting concrete footings to conform with the soils report recommendations for this site. W p
4. Bases for flagpoles are by the General Contractor. Anchor bolts are by the flagpole supplier. Q
General contractor shall coordinate with flag pole supplier prior to construction. 0
5. The Contractor shall coordinate with all utility companies to determine exact point of service
connection at existing utility. Refer to the building electrical and plumbing drawings for utility
service entrance locations, sizes, and circuiting.
6. General Contractor must provide exact "as built" information upon completion.
7. All elevations shown are in reference to the benchmark and must be verified by the General
Contractor at groundbreek.
8. Curb elevations shall be 6" above finish pavement unless noted otherwise.
9. All landscape areas shall be rough graded to 6" below top of all walks and curbs. Finished
grading, landscaping and sprinkler systems are by the Owner / Operator.
10. It is strongly recommended that no contractual agreements of any kind be signed orlor to
receiving and thoroughly reviewing all approvals from all of the regulatory authorities having IkET j
jurisdiction over this project. �GP �+✓�
11. Due to the nature of the work, all dimensions shown shall be considered approximate,
Contractor shall field verify all dimensions prior to beginning construction. Shop drawings shall Al i
be submitted to the Architect and /or Engineer for approval prior to fabrication or installation of y
any item. Failure to adhere to this procedure shall place full responsibility for any erors � Z70 Q►
directly upon the Contractor. >- QF .0 AtF 12. Contractor shall contact appropriate jurisdictional agencies prior to construction to confirm if
independent testing or inspections will be required prior to their acceptance of work.
Contractor shall make necessary arrangements to insure proper testing & inspections are
documented such that work will be accepted at project completion.
13. Sidewalks around building shall have same subgrade preparation as building foundation.
14. All materials and construction within easements and R.O.W. shall conform to all governing
authorities' jurisdictional standard construction details and specifications.
15. Topographic information taken from a Topographic Survey performed by JPH Land Surveying,
Inc.. The Contractor shall notify the Engineer immediately, in writing, of any discrepancies or
omissions to the topographic information. The Contractor(s) shall be responsible for
confirming the location (horizontal/vertical) of any buried cables, conduits, pipes, and 0
structures (storm sewer, sanitary sewer, water, gas, television, telephone, etc.) which impact
the construction site. The Contractors) shall notify the Owner and Engineer if any
discrepancies are found between the actual conditions versus the data contained in the 0 in
construction plans. Any costs incurred as the result of not confirming the actual location 9
( hon' z n tall v ert
cal of said cables conduits, Pi PS and
structures shall
be home by th
e
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Contractor. Additionally, -
dditiona y, the Contractor(s) shalt notify: the Owner and Engineer if any errors or Z w
discrepancies-am are fouTd o th e co s
uctinn docume
nts (P s &e ), whi ch negatively '
mpact the 90
project. The Engineer and Owner shall be indemnified of problems and/or cost which may w a
result from Contractor's failure to notify Engineer and Owner. I z w w
16. McDonald's reserves the right to request a compaction and /or a core sample. If tests prove _ A a
correct, per the soils report, tests will be at the expense of McDonald's, otherwise G.C. will be
charged. 0 O it O
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17. Contractor shall comply to the fullest extent with the latest standards of OSHA directives or M U
any other agency having jurisdiction for excavation and trenching procedure. Contractor shall E
use support system, sloping, benching, or other means of protection, including but is not a zo 0
limited to, access and i
egress from all excavation and trenching. Contractor is responsible to Z a
comply with performance criteria for OSHA. 0 w o
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VERIFY W /MCDONALUS: ASPHALT: 0 CONCRETE: ® O
PAVING SPECIFICATION -- o
CONTRACTOR TO BID: ASPHALT: 0 CONCRETE: ® UD
NOTE:
ALL PAVING & SUBGRADE SPECIFICATIONS M m
TO COMPLY WITH GEOTECHNICAL REPORT W H
AS PREPARED BY: PROJECT NO. - -- O W z N
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CONCRETE PAVEMENT RECOMMENDATIONS - BASE BID
PAVEMENT MATERIALS
U)
HEAVY DUTY
Portland Cement Concrete PVMT
7"
Granular Sub -Base
6"
2. SUBGRADE SHOULD BE SCARIFIED AND COMPACTED TO AT LEAST 95 PERCENT OF THE
STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY FOR A DEPTH OF AT LEAST
6 INCHES BELOW THE SURFACE, PER THE ORIGINAL GEOTECH REPORT W
3. PAVEMENT MAY BE PLACED AFTER THE SUBGRADE HAS BEEN PROPERLY COMPACTED, F-
FINE-GRADED AND PROOF ROLLED AS SPECIFIED IN THE SOILS REPORT. Q
4. ALL WORK $HALL BE IN ACCORDANCE WITH THE CITY OF COPPELL, NORTH TEXAS
COUNCIL Or GOVERNMENTS AND/OR THE TEXAS DEPARTMENT OF TRANSPORTATION R t/IS d p f C tY g,'
Uf1C !
STANDARDS AND SPECIFICATIONS. C 10 S 0
5. WATER SHQULD NOT BE ALLOWED TO POND BEHIND CURBS AND SATURATE THE BASE
MATERIALS; GRANULAR BASE MATERIAL SHOULD EXTEND THROUGH THE SLOPE !"+
PROVIDING UNDERGROUND DRAINAGE AN EXIT PATH.
6. REFER TO C6.2 FOR CONCRETE JOiNT SPECIFICATIONS UNLESS NOTED OTHERWISE IN
THE SOILS REPORT, W
7. ALL CONCRETE PAVEMENT SHALL BE 4,000 PSI Q 28 DAYS AND REINFORCED WITH #3
BARS Q 1W O.C.E.W.
8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REFER TO ORIGINAL d REIVISE.0
GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. Q
THE INFORMATION ABOVE IS BEING PROV€OED FOR REFERENCE ONLY AND SHALL NOT 13E REL€ED ON AS ACCURATE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REFERRING TO THE ORIGINAL GEOTECHNICAL REPORT REFERENCED ABOVE FOR
ALL PAVEMENTIEARTFWOW REOUREMENTS. ^ W A n
SURVEY INFORMATION Q z
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PREPARED BY: LEGAL DESCRIPTION: z CI � qN NG A Z F N► G OP � A T En
JPH LAND SURVEYING, INC LOT 1, BLOCK A, M.P. MCDONALD'S ADDITION d. O
807 BLUEBONNET DRIVE, SUITE C AN ADDITION TO THE CITY OF COPPELL, U
KELLER, TEXAS 76248 DALLAS COUNTY, TEXAS RECORDED IN
(817) 431 -4971 VOLUME 87233, PAGE 2925 M.R.D.C.T.
DATE: 01119/2013
PLAN SCALE: 1" = 20'
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ADDITION
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M.P. MCDONALD'S o N Q. W
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STREET ADDRESS
125 SOUTH DENTON TAP ROAD STATUS DATE BY
CITY STATE DATE DRAWN MAR. 2013 OT
COPPELL TEXAS PLAN CHECKED MAR. 2013 MJs
COUNTY: SURVEY: ABSTRACT NO.
DALLAS - -- AS -BUILT
UC NUMBER: CORPORATE DWG. NAME
042 -0496 LANDSCAPE PLAN
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PAVEMENT NO�ES�:
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1. PAVEMENT AND SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE ORIGINAL
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GEOTECHNICAL REPORT.
Q
2. SUBGRADE SHOULD BE SCARIFIED AND COMPACTED TO AT LEAST 95 PERCENT OF THE
STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY FOR A DEPTH OF AT LEAST
6 INCHES BELOW THE SURFACE, PER THE ORIGINAL GEOTECH REPORT W
3. PAVEMENT MAY BE PLACED AFTER THE SUBGRADE HAS BEEN PROPERLY COMPACTED, F-
FINE-GRADED AND PROOF ROLLED AS SPECIFIED IN THE SOILS REPORT. Q
4. ALL WORK $HALL BE IN ACCORDANCE WITH THE CITY OF COPPELL, NORTH TEXAS
COUNCIL Or GOVERNMENTS AND/OR THE TEXAS DEPARTMENT OF TRANSPORTATION R t/IS d p f C tY g,'
Uf1C !
STANDARDS AND SPECIFICATIONS. C 10 S 0
5. WATER SHQULD NOT BE ALLOWED TO POND BEHIND CURBS AND SATURATE THE BASE
MATERIALS; GRANULAR BASE MATERIAL SHOULD EXTEND THROUGH THE SLOPE !"+
PROVIDING UNDERGROUND DRAINAGE AN EXIT PATH.
6. REFER TO C6.2 FOR CONCRETE JOiNT SPECIFICATIONS UNLESS NOTED OTHERWISE IN
THE SOILS REPORT, W
7. ALL CONCRETE PAVEMENT SHALL BE 4,000 PSI Q 28 DAYS AND REINFORCED WITH #3
BARS Q 1W O.C.E.W.
8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REFER TO ORIGINAL d REIVISE.0
GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. Q
THE INFORMATION ABOVE IS BEING PROV€OED FOR REFERENCE ONLY AND SHALL NOT 13E REL€ED ON AS ACCURATE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REFERRING TO THE ORIGINAL GEOTECHNICAL REPORT REFERENCED ABOVE FOR
ALL PAVEMENTIEARTFWOW REOUREMENTS. ^ W A n
SURVEY INFORMATION Q z
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PREPARED BY: LEGAL DESCRIPTION: z CI � qN NG A Z F N► G OP � A T En
JPH LAND SURVEYING, INC LOT 1, BLOCK A, M.P. MCDONALD'S ADDITION d. O
807 BLUEBONNET DRIVE, SUITE C AN ADDITION TO THE CITY OF COPPELL, U
KELLER, TEXAS 76248 DALLAS COUNTY, TEXAS RECORDED IN
(817) 431 -4971 VOLUME 87233, PAGE 2925 M.R.D.C.T.
DATE: 01119/2013
PLAN SCALE: 1" = 20'
z o
ADDITION
a4 �
M.P. MCDONALD'S o N Q. W
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cis z u z
W Q. W coy a
STREET ADDRESS
125 SOUTH DENTON TAP ROAD STATUS DATE BY
CITY STATE DATE DRAWN MAR. 2013 OT
COPPELL TEXAS PLAN CHECKED MAR. 2013 MJs
COUNTY: SURVEY: ABSTRACT NO.
DALLAS - -- AS -BUILT
UC NUMBER: CORPORATE DWG. NAME
042 -0496 LANDSCAPE PLAN