ZA24-0009
PUBLIC HEARING NOTICE
ZA24-0009
• Zoning Change and Site Plan for Lambert Home Headquarters, on a property described
as Tract 6C, Thomas M. Hood Survey Abstract 705, and Lot 31, Block 1, Parkway Office
Center Addition, an addition to the City of Southlake, Tarrant County, Texas, and located at
1700 N. White Chapel Blvd and 190 W. SH 114, Southlake, Texas.
• Current Zoning: “S-P-1” Detailed Site Plan District
• Requested Zoning: “S-P-2” Generalized Site Plan District
• The purpose of this request is approval of a zoning change and site plan application
for a new office and retail development totaling approximately 15,000 sq. ft. at build-
out. The existing structures are to remain.
Dear Property Owner,
Your property has been identified as being within 300 feet of the above referenced Zoning Change
and Site Plan application.
If you wish to register your opposition or support to this case, you may complete the attached
Notification Response Form and either mail to the Planning & Development Services Department
(address listed at the top of notice) or email (e-mail listed at the bottom of the notice).
You are encouraged to follow the requested action through final approval because changes
are often made during the review process.
Please contact the Planning and Development Services Department if you have any questions:
Please contact the Planning Department at (817)748-8621 or MBarclay@ci.southlake.tx.us if you have any
questions. Thank you.
CITY OF SOUTHLAKE
PLANNING & DEVELOPMENT SERVICES
1400 Main St.; Suite 310
Southlake, TX 76092
Phone: (817)748-8621
www.cityofsouthlake.com Planning and Zoning Commission
Thursday, April 18, 2024
6:30 PM
Town Hall Council Chambers
1400 Main Street
Southlake, Texas
Notification Response Form
ZA24-0009:
Zoning & Site Plan for Lambert Home
Headquarters
Meeting Date: April 18, 2024, at 6:30 P.M.
Fill out:
Owner: _____________________________
Address: ____________________________
City, State, Zip Code: __________________
PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY
BEFORE THE START OF THE SCHEDULED PUBLIC HEARING.
Being the owner(s) of the property so noted above, are hereby
in favor of opposed to undecided about
(circle or underline one)
the proposed Zoning Change and Site Plan referenced above.
Space for comments regarding your position:
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
Signature: _______________________________________ Date: ______
Additional Signature: _______________________________ Date: ______
Printed Name(s): _____________________________________________
Must be property owner(s). Otherwise contact the Planning Department. One form per property.
Phone Number (optional): ______________________________________
Direct questions and mail responses to:
City of Southlake
Planning & Development Services
Notification Response
1400 Main St; Ste 310
Southlake, TX 76092
Phone: (817) 748-8621
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Vicinity Map ZA24-0009
®
0 190 38095 Feet
190 W State Hwy 114 and 1700 N White Chapel Blvd
Legend
Address Points
City Parcels
Right Of Way
City Limit
Case Parcel(s)
200 Foot Buffer
300 Foot Buffer
Parcels Within Buffer
CASE NO: ZA24-0009
CONCEPT AND SITE PLAN / ZONING CHANGE NARRATIVE
ARCHITECTURE UNDERGROUND, INC.
1
April 1, 2024
To: City of Southlake
Planning and Development Services
1400 Main Street, Suite 460
Southlake, TX 76092
817-748-8400
Re: Lambert Home Headquarters
1700 North White Chapel Blvd.
Southlake, TX 76092
General Project Narrative
The subject property received an approved zoning change from C-2, “Local Retail Commercial District”, to S-P-1,
“Detailed Site Plan District” in 2018 by Ordinance No. 480-747. The approved 4-story office project was terminated, and
the property is now being sold. We now request a zoning change to S-P-2, “Generalized Site Plan District” with uses that
align best with a C-2 zoning classification as the site was originally designated.
The existing tract shall be subdivided in an identical manner as the approved ordinance. Lot 3R1 contains two existing
one-story Office Buildings with General non-Medical Office use. The existing parking spaces and a two-entry drive
approach from the service road of Highway 114 shall remain as-is. This site remains intact as-is except for the following:
1. The east property line will be defined as the centerline of the existing drive that shall now act as the shared
access driveway. A bufferyard shall not be provided. A variance is requested below.
2. A new dumpster enclosure shall be constructed at the northern end of the new drive. The masonry enclosure
will be a single structure, but it will have two separate compartments, one for each lot, centered on the property
line. A variance is requested below.
3. Lot 3R1 is currently served by an on-site septic system. The septic tanks are located on the southwest corner of
the existing office building nearest Highway 114. The supporting leach field is located in the northwest corner of
what will be Lot 3R2. The existing leach field shall be terminated, and the existing buildings on Lot 3R2 shall be
connected to the City’s sewer system being routed from Lot 3R2.
Lot 3R2 is proposed to be a two-phased project with Retail, General Non-Medical Office and a sit-down café. Phase 1
shall include all sitework and the 2-story southern most building housing retail, offices, and the Café of approximately
11,600 sf. Phase 2 shall be a single-story retail building of approximately 3,000 sf immediately north of Phase 1. The new
buildings on Lot 3R2 will be operated from 8am to 10pm.
All buildings on Lot 3R2 are of wood-framed construction and clad with a combination of materials to include brick,
stone, 3-coat stucco, fiber cement shake siding and fiber cement board and batten siding. The application of materials
equals 80% masonry on the buildings. Phase 1 will have a fire protection system. Phase 2 is less than the building code
threshold, including any City amendments, that would require sprinkler protection. All HVAC equipment will be fully
screened within the roof pits provided in the design.
Clarifications Per Lot
Lot 3R1:
1. Bufferyards shall not be provided along the shared drive. Variance requested.
CASE NO: ZA24-0009
CONCEPT AND SITE PLAN / ZONING CHANGE NARRATIVE
ARCHITECTURE UNDERGROUND, INC.
2
2. No fencing or screening of adjacent properties is required due to the adjacent Zoning being C-2 or Agricultural.
3. Existing Landscaping and bufferyards shall remain as-is. Variances requested.
4. The west boundary line setback shall be 15 feet with a variance allowed for the existing extension of the front
Building to be allowed to remain with a minimum setback of ten Feet.
5. The Lot, as shown in the attached design, provides adequate parking for the building sizes without the use of
any parking on Lot 3R2. Please refer to sheet A1 for a detailed parking analysis.
6. The existing drive approaches along SH114 shall remain as-is being an existing condition. Variance requested.
Lot 3R2:
1. Buffer yards shall not be provided along the western shared drive. Variance requested.
2. No fencing or screening of adjacent properties is required due to the adjacent Zoning being C-2 or Agricultural.
3. Access is proposed to be provided to the corner lot outside of this project scope. The lot, owned by Hopkins
Dallas Properties LTD, is effectively land-locked with little likelihood of receiving a dedicated drive approach
given their proximity to the intersection of Highway 114 and N. White Chapel. The access drives comply with the
bufferyard setback and building setbacks.
Excluded Uses
The following uses are not proposed or permitted - Medical offices, drive-throughs restaurants and exterior display.
Project Phasing
Phase 1 – Site Development & LHHQ Building
Anticipated Construction Start: July 1, 2024 (Shortly after final plat approval).
Anticipated Certificate of Occupancy: October 1, 2025 (Approximately 15 months after Construction Start)
Project Scope:
o All grading and site work, less the building pad for phase 2.
o All underground utility work shown on the approved development plan submittal. This includes all water,
sewer (including extension of sanitary sewer to adjacent properties), gas, electric, telecom and storm
sewer for the entire site. Provisions for the future connection of sewer, water, electric, gas, etc shall be
terminated adjacent to the future phase 2 project and capped.
o All required landscape as shown on the approved development plan submittal.
o Removal of the existing septic leach field from lot 3R1.
o All concrete drive lanes, fire lanes and parking for the entirety of the site as shown on the approved
development plan submittal.
Building 2 – Future Retail Building
Anticipated Construction Start: July 1, 2028 (Shortly after final plat approval).
Anticipated Certificate of Occupancy: July 1, 2029 (Approximately 12 months after Construction Start)
Project Scope:
o Building pad (soil preparation) for the 3,000 sf retail building.
o Single-story retail building with pitched roof of like design and quality as phase 1.
o Utility connection (gas, electric, telecom, sewer water, etc) to the phase 2 building.
o Additional landscape material specific to the additional building.
CASE NO: ZA24-0009
CONCEPT AND SITE PLAN / ZONING CHANGE NARRATIVE
ARCHITECTURE UNDERGROUND, INC.
3
Variance Requests
Drive approach stacking depth – The existing drive approaches along the service road of Highway 114 (Drive
Approach #2 and #3) is less than the 75 ft stacking depth required by required by the Driveway Ordinance No.
634 due to the existing conditions of Lot 3R1. A variance is being requested to the leave the existing conditions
as-is as modifications would negatively impact the existing parking and entrance of that lot. The stacking depth
of Drive Approach #2 is approximately 47’-8”. The existing conditions of Drive Approach #3 are such that the
curb return terminates at the property line.
Dumpster screen location and setback – The masonry dumpster screen is designed to be centered along the
property line between lots 3R1 and 3R2. The location aligns with the current approved zoning ordinance and is
located such that it is the most out of view. A variance is requested to permit the dumpster screen to encroach
on the building setback of the property line shared between lots as this is the also the shared access drive.
Bufferyard between lots 3R1 and 3R2 – With lots 3R1 and 3R2 being platted separately, a 5 ft type “A”
bufferyard would typically be required on either size of the property line. The proposed site plan utilizes the
existing drive approach on the service road of Highway 114, thus creating a joint access drive / fire lane shared
between the two lots. A variance is requested to eliminate the bufferyard requirement between the two lots.
Please note, in addition to the parking lot island requirements, landscape material is provided in the western
parking lot islands of Lot 3R2 to equal the quantity required to meet the bufferyard requirements.
Lot 3R1 Bufferyard and Landscape Requirements – A variance is requested to allow the existing landscape on Lot
3R1 to remain as-is. The existing conditions of Lot 3R1 do not allow the site to meet the adopted bufferyard
requirements in the ordinance. Section 42.4.c of the ordinance allows existing buildings to remain
nonconforming if 50% or less of the effective construction is impacted by new construction. We believe Lot 3R1,
specifically, meets this criteria given the limited scope of work on this lot. Additionally, section 42.14 permits
modifications to any requirements for bufferyards when there are practical difficulties. Attempting to meet the
current bufferyard ordinance would require significant changes to Lot 3R1 that may ultimately lead to non-
compliance of other sections of the ordinance.
Drive Approach Location – The western most existing drive approach along SH114 is non-conforming as the
spacing distance is less than 250 ft. A variance is requested to allow the condition to remain as-is.
Lot 3R1 building encroachment into the western most building setback. The existing conditions are currently
non-compliant with the current ordinance standards. A variance is requested.
Easement to be Included on the Final Plat
Shard parking agreement.
Joint access easements
Sewer easements
Water easements
Power line easements
Zoning Change Justification
Lots 3R1 and 3R2 have historically been zoned C-2. Additionally, the surrounding properties along Highway 114 are
zoned C-2, or have “SP” zoning designations with predominantly C-2 uses as itemized below by parcel:
Parcel 550 W SH 114: Ordinance 480-220A was approved as a mixed us development that was subdivided into
two sections (A/B). Section A, nearest the Hwy 114 service road, includes mostly commercial retail uses such as
C-1, C-2 and C3.
Parcel 1900 N. White Chapel: The property is family owned and zoned AG “Agricultural.” This appears to be the
last remaining unplatted tract of significant size north of 114.
CASE NO: ZA24-0009
CONCEPT AND SITE PLAN / ZONING CHANGE NARRATIVE
ARCHITECTURE UNDERGROUND, INC.
4
Parcel 210 W SH 114: C-2 zoning
Parcel 204 W SH 114: C-2 zoning
Parcel 200 W SH 114: C-2 zoning
Parcel 140 W SH 114: C-2 zoning
Parcel 100 E SH 114 - Carillon Parc: The mixed-use development has a variety of uses. Per the master plan in the
approved ordinance 480-564e, the buildings immediately along White Chapel Road, directly across the subject
property, and along the service road of Highway 114 include predominately C-2 like uses. The uses are identical
in nature (i.e. retail, restaurant and office) to this project being submitted.
Refer to the exhibits below for additional information
For reference, C-2 zoning districts permit the following:
Offices of a business and/or professional nature providing services not including fabrication, manufacturing, or
production of goods.
Restaurants, tea rooms, cafeterias, fast food and “take-out” food restaurants.
Retail
EXHIBIT - CARILLON PARC
Note buildings along the service road of Highway 114 and White Chapel are called to be “retail, restaurant and
office”. Those structures are shown to be of approximate height and area as the project being in this submittal.
CASE NO: ZA24-0009
CONCEPT AND SITE PLAN / ZONING CHANGE NARRATIVE
ARCHITECTURE UNDERGROUND, INC.
5
EXHIBIT – PARCEL 550 W SH 114
Note the parcel is subdivided into two primary sections by use. Section ‘A’ is noted to permit uses similar to the
project in this submittal by requiring C-1, C-2 and other like retail, office and restaurant uses. More specifically, the
width of Section A is approximately the same setback distance from the service road creating a “C-2” ribbon of uses
form Carillon Parc to West Dove Road.
EXHIBIT – ADJACENT ZONING @ 1700 N WHITE CHAPEL
Note, sites immediately adjacent to the project being submitted at zoned C-2. The subject property has historically
been zoned C-2 as well completing the ‘ribbon’ of C-2 uses noted above.
CASE NO: ZA24-0009
CONCEPT AND SITE PLAN / ZONING CHANGE NARRATIVE
ARCHITECTURE UNDERGROUND, INC.
6
Future Land Use Plan
(SH 114 Corridor – 114 LU1)
The proposed project is consistent with the underlying mixed use land use described in the future land use plan and
addresses several key aspects of the criteria noted for 114 LU1.
Future development on these properties should be approved in a manner that is sensitive to potential impacts
on adjacent residential areas, particularly as related to noise, traffic, building, heights, lighting, and views.
While the proposed project is not immediately adjacent to any residential developments, the design
team has taken great care to design a project that is appropriately scaled, both in building area and
height, for the site. The building is designed to shield noise and unsightly views from highway 114 to
create an enjoyable central courtyard and overall development.
Undeveloped properties should be developed in a cohesive manner with consideration for connectivity, design,
and architectural style.
The elegant and timeless design proposed by the design team is complimentary to the adjacent buildings
of Carillon Parc while being somewhat reflective in general design approach of the Shiver family
farmhouse immediately north of the property with the gabled roofs and façade articulation.
Any development should be walkable and pedestrian-friendly.
The project design encourages pedestrian walkability by dedicating a generous amount of site area a
centralized, “livable” courtyard that connects to the 8 ft wide multi-use trail along White Chapel.
Family history of Shivers tract should be preserved or recognized possibly through use of open space.
It is the design team’s intent to incorporate some form of historical marker or design element that
speaks to the Shiver’s family history. We’ve reached out to the family to schedule a meeting for this
purpose.
Thank you,
S. Jacob Scoggins, AIA
Architecture Underground Inc., Principal
Jacob@arc--und.com
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EXISTING GENERAL OFFICE
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OFFICE, RETAIL & CAFE
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(TWO-STORY)
PHASE 2
FUTURE RETAIL
(3,000 SF +/-)
(ONE-STORY)
GRAND COURTYARD
10 FT TYPE "B" BUFFERYARD
10 FT TYPE 'E' BUFFERYARD5 FT TYPE "A" BUFFERYARD
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50 FT BLDG SETBACK
30 FT BLDG SETBACK
NO BUFFERYARD
(VARIANCE
REQUEST)LOT 3R2
LOT 3R1
SITE PLAN
A1
01 SITE PLAN
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASA
TTS XETEFO SASTEVEN JA C OB SC
O
GGINS22 4 3 5REGISTEREDARC
H
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TECTDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
PROJECT INFO
ADDRESS:
FIRE LANE NOTES:
PROPERTY INFO:
OWNER:
ARCHITECT:
CIVIL ENGINEER:
SITE DATA SUMMARY
EXISTING SEPTIC AND LEACHFIELD
PROPOSED VARIANCES
PROPOSED USES:
EXCLUDED USES
02 BLDG SETBACK & BUFFERYARD GRAPHIC 03 VICINITY MAP
RENDERINGS
A201EXTERIOR ELEVATION - SOUTH (FACING HIGHWAY 114)
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASA
TTS XETEFO SASTEVEN JA C OB SC
O
GGINS22 4 3 5REGISTEREDARC
H
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TECTDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
02 EXTERIOR ELEVATION - NORTH (COURTYARD SIDE)
RENDERINGS
A301EXTERIOR ELEVATION - EAST (FACING WHITE CHAPEL)
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASA
TTS XETEFO SASTEVEN JA C OB SC
O
GGINS22 4 3 5REGISTEREDARC
H
I
TECTDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
02 EXTERIOR ELEVATION - WEST (COURTYARD SIDE)
EXTERIOR
ELEVATIONS
A4
01 EXTERIOR ELEVATION - SOUTH (FACING HIGHWAY 114)
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASA
TTS XETEFO SASTEVEN JA C OB SC
O
GGINS22 4 3 5REGISTEREDARC
H
I
TECTDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
02 EXTERIOR ELEVATION - NORTH (FACING COURTYARD)
T H E G R E E N H O U S E
T H E G R E E N H O U S E
EXTERIOR
ELEVATIONS
A5
01 EXTERIOR ELEVATION - CAFE EAST (FACING WHITE CHAPEL)
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASA
TTS XETEFO SASTEVEN JA C OB SC
O
GGINS22 4 3 5REGISTEREDARC
H
I
TECTDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
03 EXTERIOR ELEVATION - WEST @ RETAIL (FACING PARKING / LOT 3R1)
02 EXTERIOR ELEVATION - CAFE WEST (FACING COURTYARD)
MASONRY CALCULATIONS
04 DUMPSTER ENCLOSURE - PLAN
05 DUMPSTER ENCLOSURE - ELEVATIONS
1700
PLAN SECTION 'A'
PLAN SECTION 'B'
PLAN SECTION 'C'
RENDERING
T H E G R E E N H O U S E
SIGNAGE
A6
01 MONUMENT SIGN - WHITE CHAPEL DRIVE ENTRANCE
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASA
TTS XETEFO SASTEVEN JA C OB SC
O
GGINS22 4 3 5REGISTEREDARC
H
I
TECTDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
02 BUILDING SIGNAGE - NORTH ENTRY03BUILDING SIGNAGE - CAFE @ EAST (WHITE CHAPEL) & WEST (COURTYARD)
04 BUILDING SIGNAGE - HIGHWAY 114
NOTE: THIS PLAN ALIGNS WITH THE LANDSCAPE DESIGN SHOWN ON SHEET
L1.2. REFER TO THE LANDSCAPE DESIGN SHEET AND CIVIL ENGINEERING
SHEETS FOR INFORMATION SPECIFIC TO EACH DISCIPLINE.
DETENTION POND
ALL PAVEMENT
SHALL BE
CONCRETE
(GRAY)
ALL PAVEMENT
SHALL BE
CONCRETE
(GRAY)
ALL PAVEMENT
SHALL BE
CONCRETE
(GRAY)
GRASS
(GREEN)
GRASS
(GREEN)
SITE PLAN
RENDERING
A701SITE PLAN - RENDERED TO ALIGN WITH LANDSCAPE PLAN
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASA
TTS XETEFO SASTEVEN JA C OB SC
O
GGINS22 4 3 5REGISTEREDARC
H
I
TECTDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
RETAIL
(31'-0" X 30'-0")
(915 SF)
STOR
(6'-9" X 15'-0")
(102 SF)
BREEZEWAY
(20'-0" X 25-4")
(500 SF)
RETAIL
(31'-0" X 30'-0")
(915 SF)
STOR
(6'-9" X 15'-0")
(102 SF)
STOR
(6'-9" X 15'-0")
(102 SF)
RETAIL
(31'-0" X 30'-0")
(915 SF)
PHASE 2
FUTURE RETAIL
CONCEPTS
A8
01 PHASE 2 - FUTURE RETAIL - CONCEPT PLAN
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASA
TTS XETEFO SASTEVEN JA C OB SC
O
GGINS22 4 3 5REGISTEREDARC
H
I
TECTDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
02 PHASE 2 - CONCEPT RENDERING 01
03 PHASE 2 - CONCEPT RENDERING 02
04 PHASE 2 - CONCEPT RENDERING 03
NOTE: THE CONCEPT PLAN AND ELEVATIONS SHOWN DEPICT THE DESIGN INTENT, QUALITY AND STYLE OF BUILDING TO
BE CONSTRUCTED DURING PHASE 2. THE FUTURE RETAIL BUILDNG MAY ALTER FROM WHAT IS SHOWN WHEN THE
PROJECT PROCEEDS, BUT THE OVERALL AESTHETIC AND SIZE SHALL REMAIN AS SHOWN.
XX X X X X X X X X X X X X X X
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
EOHEOHEOHEOHEOHEOHEOHEOHEEXISTING TREE
TO REMAIN, TYP.
EXISTING TREE TO BE
REMOVED, TYP.
1
2
3 4 5 6 7
8
9 10
11
12
13
14XXXXXX X X X X X X X X X X
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
EOHEOHEOHEOHEOHEOHEOHEOHE P-CO
P-FHSS
P-MH
SS
P-MH
BUILDING #1
ONE STORY (±8,692 s.f.)
FFE=650.00VAN VANP-WM
P-CO
GMC 300
PROCEPTOR
SS
P-MH
P-FDC
P-CO
P-CO
P-CO
P-CO
P-CO
P-CO
P-FH
15
16
17
18
19
STA
TE O F T E XASTCETHI
R
C
A
EPACSDNALDEE
GEISRRT572 4AMANARICHDW.
A
RDSONa W R AWR Designs, LLC
P.O. Box 1746
Aledo, Texas 76008
amanda@awr-designs.com
c. 512.517.5589
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
L1.1
TREE
PRESERVATION
PLAN
TREE PRESERVATION LEGEND
TREE TO BE REMOVED
TREE TO REMAIN
TREE PRESERVATION FENCING
GRAPHIC SCALE
FEET04020
SFDOH 1"=20
- 0"
TREE PRESERVATION NOTES
CONSTRUCTION METHODS:
BORING: BORING OF UTILITIES UNDER PROTECTED TREES MAY BE REQUIRED.
WHEN REQUIRED, THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF
THE CRITICAL ROOT ZONE AND SHALL BE A MINIMUM DEPTH OF FORTY (48) INCHES.
TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO AVOID TRENCHING ACROSS
CRITICAL ROOT ZONES OF ANY PROTECTED TREE. THE PLACEMENT OF
UNDERGROUND UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS
ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL ROOT ZONE. TRENCHING
FOR IRRIGATION SYSTEMS SHALL BE PLACED OUTSIDE THE CRITICAL ROOT ZONE
EXCEPT THE MINIMUM REQUIRED SINGLE HEAD SUPPLY LINE. THIS LINE IS
ALLOWED TO EXTEND INTO THE CRITICAL ROOT ZONE PERPENDICULAR TO THE
TREE TRUNK WITH THE LEAST POSSIBLE DISTURBANCE.
TREES TO BE REMOVED: ALL TREES TO BE REMOVED FROM THE SITE SHALL BE
FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE WRAPPED AROUND
THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE.
TREES TO REMAIN: ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE
PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE
FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL.
EXISTING TREES NOTED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION
FROM DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE OF
TREE.
UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE
DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED
REPRESENTATIVE.
PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE:
THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS NOTED AS THE
CRITICAL ROOT ZONE.
MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION, OR
WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION, SHALL BE
PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED
TREE.
EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED, OR
OTHER LIQUIDS DEPOSITED OR ALLOWED WITHIN THE LIMITS OF THE CRITICAL
ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT LIMITATION: PAINT,
OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS.
TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER THAN
THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE.
VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION, EQUIPMENT,
TRAFFIC, OR PARKING SHALL TAKE PLACE WITHIN THE LIMITS OF THE CRITICAL
ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET
PAVEMENT.
GRADE CHANGES: A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL
BE PRESERVED AT NATURAL GRADE. ANY FINE GRADING DONE WITHIN THE
CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT
MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING
EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE
TREES.
PROCEDURES REQUIRED PRIOR TO CONSTRUCTION:
PROTECTIVE FENCING: PRIOR TO CONSTRUCTION, THE CONTRACTOR OR
SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED TREE
ON A CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH ENCIRCLES THE OUTER
LIMITS OF THE CRITICAL ROOT ZONE OF THE TREE TO PROTECT IT FROM
CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO
COMMENCEMENT OF ANY SITE WORK, AND REMAIN IN PLACE UNTIL ALL EXTERIOR
WORK HAS BEEN COMPLETED.
BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED TREE REMAINS IN THE
IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE LANDSCAPE ARCHITECT
OR OWNERS'S REPRESENTATIVE DETERMINES THE TREE BARK TO BE IN DANGER
OF DAMAGE BY CONSTRUCTION EQUIPMENT OR OTHER ACTIVITY, THE
CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE BY ENCLOSING
THE ENTIRE CIRCUMFERENCE OF THE TREE WITH 2"X4" LUMBER ENCIRCLED WITH
WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE TREE. THE INTENT IS TO
PROTECT THE BARK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE
CONSTRUCTION EQUIPMENT.
TREE PROTECTION FENCING
N.T.S.
1
METAL T-POST 2'-3'
IN GROUND
ORANGE VINYL OR CHAIN LINK
FENCE TO REMAIN DURING
CONSTRUCTION
NO GRADING SHALL OCCUR
WITHIN LIMITS OF DRIPLINE
EXISTING TREE
NO ENTRY SIGNAGE
4' MIN.BORING:
BORING OF UTILITIES UNDER PROTECTED TREES SHALL BE REQUIRED IN CIRCUMSTANCES
WHERE IT IS NOT POSSIBLE TO TRENCH AROUND THE CRITICAL ROOT ZONE OF THE
PROTECTED TREE. WHERE REQUIRED, THE LENGTH OF THE BORE SHALL BE THE WIDTH OF
THE CRITICAL ROOT ZONE AT A MINIMUM AND SHALL BE A MINIMUM DEPTH OF FORTY EIGHT
(48") INCHES.
TRENCH =
40% ROOT KILL
TUNNELING
SAVES ROOTS
PROTECTED TREE
DRIP LINE
BORING AND TUNNELING
N.T.S.
2
WHERE A PROTECTED TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND
THE TREE MAY BE IN DANGER OF BEING DAMAGED BY CONSTRUCTION EQUIPMENT OR OTHER
ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE WITH 2" X 4" LUMBER
ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE BARK OF THE TREE. THE
INTENT IS TO PROTECT THE TRUNK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE
CONSTRUCTION EQUIPMENT.
2" X 4" LUMBER
WIRE
FINISH GRADE
BARK PROTECTION
N.T.S.
3
REFER TO SECTION 9.8 OF SOUTHLAKE CITY ORDINANCE
585-E FOR ADDITIONAL TREE PROTECTION AND
PRESERVATION CONSTRUCTION METHODS.
XX X X X X X X X X X X X X X X
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
EOHEOHEOHEOHEOHEOHEOHEOHEXXXXXXXXX X X X X X X X
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
EOHEOHEOHEOHEOHEOHEOHEOHE P-CO
P-FHSS
P-MH
SS
P-MH
BUILDING #1
ONE STORY (±8,692 s.f.)
FFE=650.00VAN VANP-WM
P-CO
GMC 300
PROCEPTOR
SS
P-MH
P-FDC
P-CO
P-CO
P-CO
P-CO
P-CO
P-CO
P-FH
120
GL
3
CMN
BERMUDA SOLID SOD, TYP.
BERMUDA SOLID SOD, TYP.
DECOMPOSED GRANITE, TYP.
1
CP
125
SC
17
AB
3
BO
3
TS
9
MS
28
DY
4
MS
20
DY
125
GL
1
RO
3
CMB
9
MS
12
LOR
7
MS
8
LOR
12
LOR
17
AB
6
CMB
1
CP
3
VIT
37
NRS
3
VIT
1
RO
150
GL
2
RO
11
MS
7
CMB
5
VIT
1
RO
3
NRS 2
RO
1
CMB
1
RO
3
VIT
2
RO
160
GL
11
MS
3
CO
5
CMN
20
TS
8
MS
5
CMN
15
GM
9
LOR
10
GM
4
BC
5
VIT
PHASE 2 AREA TO BE
DECOMPOSED GRANITE
UNTIL CONSTRUCTION
COMMENCES, TYP.
LOW RETAINING WALL, TYP.
3
DY
18'-0"15'-0"150
AJ60
AJ
200
AJ
3
VIT
350
AJ
2
CMN
13
LOR
6
MS
1
CMN
1
CMN
90
AJ
2
CO
1
CO
CONCRETE SEATING AREA
SALT FINISH, JOINTS AS
SHOWN, TYP.
1
0
'
-
0
"10'-0"STA
TE O F T E XASTCETHI
R
C
A
EPACSDNALDEE
GEISRRT572 4AMANARICHDW.
A
RDSONa W R AWR Designs, LLC
P.O. Box 1746
Aledo, Texas 76008
amanda@awr-designs.com
c. 512.517.5589
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
L1.2
LANDSCAPE
PLAN
GRAPHIC SCALE
FEET04020
SFDOH 1"=20' - 0"
GENERAL LAWN NOTES
1.CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF
EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER
2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL FINISHED GRADE PRIOR
TO TOPSOIL INSTALLATION.
3.CONTRACTOR TO FIND GRADE AREAS TO ACHIEVE FINAL CONTOURS AS
SHOWN ON CIVIL DRAWINGS. POSITIVE DRAINAGE SHALL BE PROVIDED
AWAY FROM ALL BUILDINGS. ROUNDING AT TOP AND BOTTOM OF
SLOPES SHALL BE PROVIDED AND IN OTHER BREAKS IN GRADE.
CORRECT AREAS WHERE STANDING WATER MAY OCCUR.
4.ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES
COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S
CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN
INSTALLATION.
5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN DIAMETER AND
LARGER. REMOVE ALL DIRT CLODS, STICKS, CONCRETE SPOILS, TRASH
ETC PRIOR TO PLACING TOPSOIL AND GRASS INSTALLATION.
6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL
ACCEPTANCE.
7.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE
TURF AREA AND SHALL PROVIDE REPLACEMENT IF NECESSARY.
SOLID SOD:
1.SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A
MINIMUM. THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES
AND PLANTING BED AREAS. SOD SHALL COVER OTHER AREAS
COMPLETELY AS INDICATED BY PLAN.
2.SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT
LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE
GRASS AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4"),
EXCLUDING TOP GROWTH AND THATCH.
3.LAY SOD BY HAND TO COVER INDICATED AREAS COMPLETELY,
ENSURING EDGES ARE TOUCHING WITH TIGHTLY FITTING JOINTS, NO
OVERLAPS WITH STAGGERED STRIPS TO OFFSET JOINTS.
4.TOP DRESS JOINTS IN SOD BY HAND WITH TOPSOIL TO FILL VOIDS IF
NECESSARY
5.SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD
SHOULD BE WATERED THOROUGHLY DURING INSTALLATION PROCESS.
6.SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH
1ST, OVERSEED BERMUDAGRASS SOD WITH WINTER RYEGRASS AT A
RATE OF 4 POUNDS PER 1000 S.F.
HYDROMULCH:
1.SCARIFY AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A
MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH
INSTALLATION.
2.BERMUDA GRASS SEED SHALL BE EXTRA HULLED, TREATED LAWN
TYPE. SEED SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL
UNOPENED CONTAINER AND SHALL MEET ALL STATE/LOCAL LAW
REQUIREMENTS.
3.FIBER SHALL BE 100% WOOD CELLULOSE FIVER, DELIVERED TO THE
SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY
"CONWEB' OR EQUAL.
4.FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS UNOPENED
CONTAINER AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED
BY GROWERS, INC OR APPROVED EQUAL.
5.HYDROMULCH WITH BERMUDA GRASS SEET AT A RATE OF 2 POUNDS
PER 1000 S.F.
6.USE A BATTER BOARD AGAINST ALL BED AREAS TO PREVENT OVER
SPRAY.
7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS
NECESSARY FOR OPTIMUM MOISTURE FOR SEED APPLICATION.
8.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1ST AND MAY 1ST,
ALL HYDORMULCH AREAS SHALL BE OVER-SEEDED WITH WINTER
RYE GRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND
SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO
RE-HYDROMULCH WITH BERMUDA GRASS THE FOLLOWING GROWING
SEASON AS PART OF THIS CONTRACT.
9.AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED
AREAS. WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION
TO SATURATION.
10.ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100%
COVERAGE PRIOR TO FINAL ACCEPTANCE.
LANDSCAPE NOTES
1.CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND
EXISTING ELEMENTS. NOTIFY LANDSCAPE ARCHITECT OR
DESIGNATED REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES
OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS
SHOWN. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED
BY OTHERS
2.CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND
ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE
ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS.
CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING
NEAR UNDERGROUND UTILITIES.
3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL
STRUCTURES.
4.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL
CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3"
BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW
FINAL FINISHED GRADE IN LAWN AREAS.
5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM
THROUGHOUT THE SITE.
6.PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING.
NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS,
WALKS OR CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE
FINISHED GRADE.
7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT
INTERSECTS WALKS AND/OR CURBS.
8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF
SIDEWALKS AND CURBING.
9.QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE
SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR
OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BE PLANTED
PER DETAILS.
10.CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER
BALL AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED
BE AND IS APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON
THE PLANT MATERIAL LIST.
11.TREES SHALL BE PLANTED AT A MINIMUM OF 5' FROM ANY UTILITY
LINE, SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM
FIRE HYDRANTS.
12.4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS)
SHALL BE PLACED OVER WEED BARRIER FABRIC. MULCH SHALL BE
SHREDDED HARDWOOD MULCH OR APPROVED EQUAL, PINE STRAW
MULCH IS PROHIBITED.
13.WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND
AROUND ALL TREES AND SHALL BE MIRAFI 1405 WEED BARRIER OR
APPROVED EQUAL.
14.CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE
MATERIALS AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE
AND IRRIGATION PERMITS.
IRRIGATION:
1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC
IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL
ALSO HAVE AN ET WEATHER BASED CONTROLLER AND BE
DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR.
MAINTENANCE REQUIREMENTS:
1.VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE
THAT PLANT MATERIAL IS ESTABLISHING PROPERLY AND
REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATE FOR
THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE
REPLACED BY A SIMILAR VARIETY AND SIZE.
2.MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER
APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVE
ACCEPTS AND ASSUMES REGULAR MAINTENANCE.
3.ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE
OF TRASH, DEBRIS, WEEDS AND OTHER MATERIAL.
MISCELLANEOUS MATERIALS:
1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE
STEEL LANDSCAPE EDGING UNLESS NOTED OTHERWISE ON
PLANS/DETAILS.
2.RIVER ROCK SHALL BE ARIZONA RIVER ROCK, 2" - 4" DIAMETER.
RIVER ROCK SHALL BE COMPACTED TO A MINIMUM OF 3" DEPTH
OVER FILTER FABRIC.
3.DECOMPOSED GRANITE SHALL CONSIST OF A NATURAL MIX OF
GRANITE AGGREGATE NOT TO EXCEED 1/8" IN DIAMETER AND
COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE.
DG SHALL BE PLACED OVER FILTER FABRIC AT A MINIMUM OF 3"
DEPTH.
4.BOULDERS SHALL BE ON AVERAGE 36" X 24" X 24" AND A MIN. OF
500LBS. BOULDER TO BE SET IN GROUND ON A 1" SAND SETTING
BED. APPROXIMATELY 2" BELOW FINISH GRADE. BOULDER
SHOULD HAVE A WEATHERED FINISH. EACH BOULDER HAS A
NATURAL TOP AND BOTTOM. ENSURE THAT THE BOULDER IS
POSITIONED CORRECTLY BEFORE INSTALLATION.
PRUNING AND TRIMMING NOTES
1.CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING
STANDARD GUIDELINES IN THE INDUSTRY.
2.ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS
ARE RETAINED.
3.DO NOT 'TOP' OR 'HEAD' TREES.
4.IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST,
DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL
SHAPE.
5.REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK
BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND
WITHIN THE BRANCHING AREA.
6.CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY
REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE
CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS
HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND
STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE
CENTRAL LEADERS.
7.CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO
EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE.
REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND
THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE
TREE.
8.CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF
EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR
ROOT GROWTH AND LEAF GROWTH STIMULATION.
9.CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES,
LEAFS, ETC.
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BUILDING #1
ONE STORY (±8,692 s.f.)
FFE=650.00VAN VANP-WM
P-CO
GMC 300
PROCEPTOR
SS
P-MH
P-FDC
P-CO
P-CO
P-CO
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120
GL
3
CMN
BERMUDA SOLID SOD, TYP.
BERMUDA SOLID SOD, TYP.
DECOMPOSED GRANITE, TYP.
1
CP
125
SC
17
AB
3
BO
3
TS
9
MS
28
DY
4
MS
20
DY
125
GL
1
RO
3
CMB
9
MS
12
LOR
7
MS
8
LOR
12
LOR
17
AB
6
CMB
1
CP
3
VIT
37
NRS
3
VIT
1
RO
150
GL
2
RO
11
MS
7
CMB
5
VIT
1
RO
3
NRS 2
RO
1
CMB
1
RO
3
VIT
2
RO
160
GL
11
MS
3
CO
5
CMN
20
TS
8
MS
5
CMN
15
GM
9
LOR
10
GM
4
BC
5
VIT
PHASE 2 AREA TO BE
DECOMPOSED GRANITE
UNTIL CONSTRUCTION
COMMENCES, TYP.
LOW RETAINING WALL, TYP.
3
DY
18'-0"15'-0"150
AJ60
AJ
200
AJ
3
VIT
350
AJ
2
CMN
13
LOR
6
MS
1
CMN
1
CMN
90
AJ
2
CO
1
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CONCRETE SEATING AREA
SALT FINISH, JOINTS AS
SHOWN, TYP.
1
0
'
-
0
"10'-0"STA
TE O F T E XASTCETHI
R
C
A
EPACSDNALDEE
GEISRRT572 4AMANARICHDW.
A
RDSONa W R AWR Designs, LLC
P.O. Box 1746
Aledo, Texas 76008
amanda@awr-designs.com
c. 512.517.5589
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
L1.2
LANDSCAPE
PLAN
GRAPHIC SCALE
FEET04020
SFDOH 1"=20' - 0"
GENERAL LAWN NOTES
1.CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF
EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER
2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL FINISHED GRADE PRIOR
TO TOPSOIL INSTALLATION.
3.CONTRACTOR TO FIND GRADE AREAS TO ACHIEVE FINAL CONTOURS AS
SHOWN ON CIVIL DRAWINGS. POSITIVE DRAINAGE SHALL BE PROVIDED
AWAY FROM ALL BUILDINGS. ROUNDING AT TOP AND BOTTOM OF
SLOPES SHALL BE PROVIDED AND IN OTHER BREAKS IN GRADE.
CORRECT AREAS WHERE STANDING WATER MAY OCCUR.
4.ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES
COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S
CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN
INSTALLATION.
5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN DIAMETER AND
LARGER. REMOVE ALL DIRT CLODS, STICKS, CONCRETE SPOILS, TRASH
ETC PRIOR TO PLACING TOPSOIL AND GRASS INSTALLATION.
6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL
ACCEPTANCE.
7.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE
TURF AREA AND SHALL PROVIDE REPLACEMENT IF NECESSARY.
SOLID SOD:
1.SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A
MINIMUM. THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES
AND PLANTING BED AREAS. SOD SHALL COVER OTHER AREAS
COMPLETELY AS INDICATED BY PLAN.
2.SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT
LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE
GRASS AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4"),
EXCLUDING TOP GROWTH AND THATCH.
3.LAY SOD BY HAND TO COVER INDICATED AREAS COMPLETELY,
ENSURING EDGES ARE TOUCHING WITH TIGHTLY FITTING JOINTS, NO
OVERLAPS WITH STAGGERED STRIPS TO OFFSET JOINTS.
4.TOP DRESS JOINTS IN SOD BY HAND WITH TOPSOIL TO FILL VOIDS IF
NECESSARY
5.SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD
SHOULD BE WATERED THOROUGHLY DURING INSTALLATION PROCESS.
6.SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH
1ST, OVERSEED BERMUDAGRASS SOD WITH WINTER RYEGRASS AT A
RATE OF 4 POUNDS PER 1000 S.F.
HYDROMULCH:
1.SCARIFY AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A
MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH
INSTALLATION.
2.BERMUDA GRASS SEED SHALL BE EXTRA HULLED, TREATED LAWN
TYPE. SEED SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL
UNOPENED CONTAINER AND SHALL MEET ALL STATE/LOCAL LAW
REQUIREMENTS.
3.FIBER SHALL BE 100% WOOD CELLULOSE FIVER, DELIVERED TO THE
SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY
"CONWEB' OR EQUAL.
4.FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS UNOPENED
CONTAINER AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED
BY GROWERS, INC OR APPROVED EQUAL.
5.HYDROMULCH WITH BERMUDA GRASS SEET AT A RATE OF 2 POUNDS
PER 1000 S.F.
6.USE A BATTER BOARD AGAINST ALL BED AREAS TO PREVENT OVER
SPRAY.
7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS
NECESSARY FOR OPTIMUM MOISTURE FOR SEED APPLICATION.
8.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1ST AND MAY 1ST,
ALL HYDORMULCH AREAS SHALL BE OVER-SEEDED WITH WINTER
RYE GRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND
SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO
RE-HYDROMULCH WITH BERMUDA GRASS THE FOLLOWING GROWING
SEASON AS PART OF THIS CONTRACT.
9.AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED
AREAS. WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION
TO SATURATION.
10.ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100%
COVERAGE PRIOR TO FINAL ACCEPTANCE.
LANDSCAPE NOTES
1.CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND
EXISTING ELEMENTS. NOTIFY LANDSCAPE ARCHITECT OR
DESIGNATED REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES
OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS
SHOWN. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED
BY OTHERS
2.CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND
ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE
ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS.
CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING
NEAR UNDERGROUND UTILITIES.
3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL
STRUCTURES.
4.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL
CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3"
BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW
FINAL FINISHED GRADE IN LAWN AREAS.
5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM
THROUGHOUT THE SITE.
6.PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING.
NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS,
WALKS OR CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE
FINISHED GRADE.
7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT
INTERSECTS WALKS AND/OR CURBS.
8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF
SIDEWALKS AND CURBING.
9.QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE
SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR
OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BE PLANTED
PER DETAILS.
10.CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER
BALL AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED
BE AND IS APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON
THE PLANT MATERIAL LIST.
11.TREES SHALL BE PLANTED AT A MINIMUM OF 5' FROM ANY UTILITY
LINE, SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM
FIRE HYDRANTS.
12.4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS)
SHALL BE PLACED OVER WEED BARRIER FABRIC. MULCH SHALL BE
SHREDDED HARDWOOD MULCH OR APPROVED EQUAL, PINE STRAW
MULCH IS PROHIBITED.
13.WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND
AROUND ALL TREES AND SHALL BE MIRAFI 1405 WEED BARRIER OR
APPROVED EQUAL.
14.CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE
MATERIALS AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE
AND IRRIGATION PERMITS.
IRRIGATION:
1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC
IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL
ALSO HAVE AN ET WEATHER BASED CONTROLLER AND BE
DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR.
MAINTENANCE REQUIREMENTS:
1.VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE
THAT PLANT MATERIAL IS ESTABLISHING PROPERLY AND
REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATE FOR
THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE
REPLACED BY A SIMILAR VARIETY AND SIZE.
2.MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER
APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVE
ACCEPTS AND ASSUMES REGULAR MAINTENANCE.
3.ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE
OF TRASH, DEBRIS, WEEDS AND OTHER MATERIAL.
MISCELLANEOUS MATERIALS:
1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE
STEEL LANDSCAPE EDGING UNLESS NOTED OTHERWISE ON
PLANS/DETAILS.
2.RIVER ROCK SHALL BE ARIZONA RIVER ROCK, 2" - 4" DIAMETER.
RIVER ROCK SHALL BE COMPACTED TO A MINIMUM OF 3" DEPTH
OVER FILTER FABRIC.
3.DECOMPOSED GRANITE SHALL CONSIST OF A NATURAL MIX OF
GRANITE AGGREGATE NOT TO EXCEED 1/8" IN DIAMETER AND
COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE.
DG SHALL BE PLACED OVER FILTER FABRIC AT A MINIMUM OF 3"
DEPTH.
4.BOULDERS SHALL BE ON AVERAGE 36" X 24" X 24" AND A MIN. OF
500LBS. BOULDER TO BE SET IN GROUND ON A 1" SAND SETTING
BED. APPROXIMATELY 2" BELOW FINISH GRADE. BOULDER
SHOULD HAVE A WEATHERED FINISH. EACH BOULDER HAS A
NATURAL TOP AND BOTTOM. ENSURE THAT THE BOULDER IS
POSITIONED CORRECTLY BEFORE INSTALLATION.
PRUNING AND TRIMMING NOTES
1.CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING
STANDARD GUIDELINES IN THE INDUSTRY.
2.ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS
ARE RETAINED.
3.DO NOT 'TOP' OR 'HEAD' TREES.
4.IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST,
DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL
SHAPE.
5.REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK
BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND
WITHIN THE BRANCHING AREA.
6.CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY
REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE
CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS
HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND
STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE
CENTRAL LEADERS.
7.CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO
EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE.
REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND
THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE
TREE.
8.CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF
EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR
ROOT GROWTH AND LEAF GROWTH STIMULATION.
9.CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES,
LEAFS, ETC.
STA
TE O F T E XASTCETHI
R
C
A
EPACSDNALDEE
GEISRRT572 4AMANARICHDW.
A
RDSONa W R AWR Designs, LLC
P.O. Box 1746
Aledo, Texas 76008
amanda@awr-designs.com
c. 512.517.5589
STEVEN SCOGGINS
6406 REDSTONE DRIVE
ARLINGTON, TEXAS
817-965-0763
LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASDATE: 04/01/2024
REVISION:
CONCEPT AND
SITE PLAN
SUBMITTAL
CASE #: ZA24-0009
CONCEPT AND SITE PLAN
L1.3
LANDSCAPE
SPECIFICATIONS
AND DETAILS
SHRUB PLANTING
SHRUBS OR GROUNDCOVER AS
SPECIFIED ON PLAN
PLANTING SOIL MIX. TILL IN WITH PARTS
EXISTING SOIL, EXCLUDING LARGE
CLODS AND ROCKS.
ROOT BALL, DO NOT
DISTURB
UNDISTURBED SUBGRADE / NATIVE SOIL
WEED BARRIER FABRIC
LAYER OF MULCH,
SETTLED THICKNESS
SHOULD BE 2" MIN.CURB OR SIDEWALK,
NO STEEL EDGING
ALONG WALK, TYP.
TOP OF MULCH SHOULD BE,
AT MINIMUM, 1/2" BELOW
WALK OR CURBING
REF. LANDSCAPE
PLAN FOR SPACING
2
N.T.S.
1/2" MAXIMUM
SHRUB SPACING AND PLANTING AT B.O.C.3
N.T.S.
4'
MIN.
2.5'
MIN.
SPECIFIED
BED BORDER
2'
MIN.
BACK OF CURB
MULCH PER SPECIFICATIONS
LAWN
SHRUBS AND GROUNDCOVER
REFER TO PLANS FOR PLANT TYPES
PREPARED SOIL MIX
PER SPECIFICATIONS
3/16" X 4" X 16" STEEL EDGING WITH
STAKES
NOTE: NO STEEL EDGING
TO BE INSTALLED ALONG
SIDEWALKS
1/2" MAXIMUM
STEEL EDGING DETAIL4
N.T.S.
DECOMPOSED GRANITE / RIVER ROCK5
N.T.S.
DECOMPOSED GRANITE AND/OR
RIVER ROCK TO BE
COMPACTED TO A 3" DEPTH
PLANTING AREA, REFERENCE
LANDSCAPE PLAN
DECOMPOSED GRANITE /
RIVER ROCK
ENSURE PROPER DRAINAGE
STEEL EDGING
FILTER FABRIC, WRAP
UP AT EDGING, TYP.
COMPACTED SUBGRADE
SECTION 32 9300 - LANDSCAPE
PART 1 - GENERAL
1.1 QUALIFICATIONS OF THE LANDSCAPE CONTRACTOR.
A.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY
A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING
1.2 REFERENCE DOCUMENTS
A.REFER TO LANDSCAPE PLANS, NOTES, SCHEDULES AND DETAILS FOR
ADDITIONAL REQUIREMENTS
1.3 SCOPE OF WORK / DESCRIPTION OF WORK
A.WORK COVERED BY THESE SECTIONS INCLUDES: FURNISH ALL
SUPERVISIONS, LABOR, MATERIALS, SERVICES, EQUIPMENT AND
APPLIANCES REQUIRED TO COMPLETE THE WORK COVERED IN
CONJUNCTION WITH THE LANDSCAPING COVERED IN LANDSCAPE PLANS
AND SPECIFICATIONS INCLUDING:
1. PLANTING (TREES, SHRUBS, GRASSES)
1.BED PREP AND FERTILIZATION
3. NOTIFICATION OF SOURCES
4. WATER AND MAINTENANCE UNTIL ACCEPTANCE
5. GUARANTEE
B.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING
JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND
PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN
SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
C.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE,
GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK
1.4 REFERENCES
A.AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN
ASSOCIATION OF NURSERYMEN; 27 OCTOBER 1980, EDITION; BY AMERICAN
NATIONAL STANDARDS INSTUTUTE (Z60.1) - PLANT MATERIAL
B.AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE; 1942
EDITION OF STANDARDIZED PLANT NAMES.
C.TEXAS ASSOCIATION OF NURSERYMEN, GRADES AND STANDARDS
1.5 SUBMITTALS
A.PROVIDE REPRESENTATIVE QUANTITIES OF EACH SOIL, MULCH, BED MIX,
GRAVEL AND STONE BEFORE INSTALLATION. SAMPLES TO BE APPROVED BY
OWNER'S REPRESENTATIVE BEFORE USE.
B.SOIL AMENDMENTS AND FERTILIZERS SHOULD BE RESEARCHED AND BASED
ON THE SOILS IN THE AREA.
C.BEFORE INSTALLATION, SUBMIT DOCUMENTATION THAT PLANT MATERIALS
ARE AVAILABLE AND HAVE BEEN RESERVED. FOR ANY PLANT MATERIAL NOT
AVAILABLE, SUBMIT REQUEST FOR SUBSTITUTION.
1.6 JOB CONDITIONS, DELIVERY, STORAGE AND HANDLING
A.GENERAL CONTRACTOR TO COMPLETE WORK BEFORE LANDSCAPE
CONTRACTOR TO COMMENCE.
B.ALL PLANTING BED AREAS SHALL BE LEFT THREE INCHES BELOW FINAL
GRADE OF SIDEWALKS, DRIVES AND CURBS. ALL AREAS TO RECEIVE SOLID
SOD SHALL BE LEFT ONE INCH BELOW THE FINAL GRADE OF WALKS, DRIVES
AND CURBS. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO
LANDSCAPE CONTRACTOR BEGINNING WORK
C.STORAGE OF MATERIALS AND EQUIPMENT AT THE JOB SITE WILL BE AT THE
RISK OF THE LANDSCAPE CONTRACTOR. THE OWNER CANNOT BE HELD
RESPONSIBLE FOR THEFT OR DAMAGE.
1.7 SEQUENCING
A.INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO
INSTALLATION OF LAWN/SOLID SOD.
B.WHERE EXISTING TURF AREAS ARE BEING CONVERTED TO PLANTING BEDS,
THE TURF SHALL BE CHEMICALLY ERADICATED TO MINIMIZE RE-GROWTH IN
THE FUTURE. AREAS SHALL BE PROPERLY PREPARED WITH AMENDED
ORGANIC MATTER.
1.8 MAINTENANCE AND GUARANTEE
MAINTENANCE:
A.THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE
MAINTENANCE OF ALL WORK FROM THE TIME OF PLANTING UNTIL FINAL
ACCEPTANCE BY OWNER.
B.NO TREES, GRASS, GROUNDCOVER OR GRASS WILL BE ACCEPTED UNLESS
THEY SHOW HEALTHY GROWTH AND SATISFACTORY FOLIAGE CONDITIONS.
C.MAINTENANCE SHALL INCLUDE WATERING OF TREES AND PLANTS,
CULTIVATION, WEED SPRAYING, EDGING, PRUNING OF TREES, MOWING OF
GRASS, CLEANING UP AND ALL OTHER WORK NECESSARY FOR
MAINTENANCE.
D.A WRITTEN NOTICE REQUESTING FINAL INSPECTION AND ACCEPTANCE
SHOULD BE SUBMITTED TO THE OWNER AT LEAST 7 DAYS PRIOR TO
COMPLETION. AN ON SITE INSPECTION BY THE OWNER'S AUTHORIZED
REPRESENTATIVE WILL BE COMPLETED PRIOR TO WRITTEN ACCEPTANCE.
E.NOTIFY OWNER OR OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO THE
EXPIRATION OF THE WARRANTY PERIOD.
F.REMOVE DEAD, UNHEALTHY AND UNSIGHTLY PLANTS DURING WARRANTY
PERIOD
G.REMOVE GUYING AND STAKING MATERIALS AFTER ONE YEAR
H.ALL LANDSCAPE MUST BE MAINTAINED AND GRASS MOWED/EDGED ON A
WEEKLY SCHEDULE UNTIL ACCEPTANCE BY OWNER. REMOVE CLIPPINGS
AND DEBRIS FROM SITE PROMPTLY.
I.REMOVE TRASH, DEBRIS, AND LITTER. WATER, PRUNE, RESTAKE TREES,
FERTILIZE, WEED AND APPLY HERBICIDES AND FUNGICIDES AS REQUIRED.
J.COORDINATE THE OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT
PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING
ADEQUATE WATER FROM AN IRRIGATION SYSTEM.
K.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN
ACCORDANCE TO THE MAINTENANCE SERVICE TO ENSURE THE SYSTEM IS
IN PROPER WORKING ORDER WITH SCHEDULING ADJUSTMENTS BY SEASON
TO MAXIMIZE WATER CONSERVATION.
L.REAPPLY MULCH TO BARE AND THIN AREAS.
M.SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN
AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL,
HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
N.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE
PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR:
a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH
EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT
MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY
HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL
ACCEPTANCE.
c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A
MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING.
HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH.
BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE
RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL
ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.
GUARANTEE:
A.TREES, SHRUBS, GROUNDCVOER SHALL BE GUARANTEED (IN WRITING) FOR
A 12 MONTH PERIOD (90 DAYS FOR ANNUAL PLANTING OR AT THE END OF
THE SEASONAL COLOR GROWING SEASON, WHICHEVER COMES SOONER)
AFTER FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ALL DEAD
MATERIALS AS SOON AS WEATHER PERMITS AND UPON NOTIFICATION OF
THE OWNER.
B.PLANTS INCLUDING TREES, WHICH HAVE PARTIALLY DIED SO THAT SHAPE,
SIZE OR SYMMETRY HAVE BEEN DAMAGED SHALL BE CONSIDERED SUBJECT
TO REPLACEMENT. IN SUCH CASES, THE OPINION OF THE OWNER SHALL BE
FINAL.
C.PLANTS USED FOR REPLACEMENT SHALL BE OF THE SAME SIZE AND KIND
AS THOSE ORIGINALLY PLANTED OR SPECIFIED. ALL WORK INCLUDING
MATERIALS, LABOR AND EQUIPMENT USED IN REPLACEMENTS SHALL CARRY
A 12 MONTH GUARANTEE. ANY DAMAGE INCLUDING RUTS IN LAWN OR BED
AREAS INCURRED AS A RESULT OF MAKING REPLACEMENTS SHALL BE
IMMEDIATELY REPAIRED.
D.WHEN PLANT REPLACEMENTS ARE MADE, PLANTS, SOIL MIX, FERTILIZER
AND MULCH ARE TO BE UTILIZED AS ORIGINALLY SPECIFIED AND
RE-INSPECTED FOR FULL COMPLIANCE WITH THE CONTRACT
REQUIREMENTS. ALL REPLACEMENTS ARE INCLUDED UNDER "WORK" OF
THIS SECTION.
E.THE OWNER AGREES THAT FOR THE ONE YEAR WARRANTY PERIOD TO BE
EFFECTIVE, HE WILL WATER PLANTS AT LEAST TWICE A WEEK DURING DRY
PERIODS.
F.THE ABOVE GUARANTEE SHALL NOT APPLY WHERE PLANTS DIE AFTER
ACCEPTANCE BECAUSE OF DAMAGE DUE TO ACTS OF GOD, VANDALISM,
INSECTS, DISEASE, INJURY BY HUMANS, MACHINES, THEFT OR NEGLIGENCE
BY OWNER.
G.ACCEPTANCE FOR ALL LANDSCAPE WORK SHALL BE GIVEN AFTER FINAL
INSPECTION BY THE OWNER PROVIDED THE JOB IS IN A COMPLETE,
UNDAMAGED CONDITION AND THERE IS A STAND OF GRASS IN ALL LAWN
AREAS. AT THAT TIME, THE OWNER WILL ASSUME MAINTENANCE ON THE
ACCEPTED WORK.
1.9 QUALITY ASSURANCE
A.COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL REGULATIONS
GOVERNING LANDSCAPE MATERIALS AND WORK.
B.EMPLOY PERSONNEL EXPERIENCED AND FAMILIAR WITH THE REQUIRED
WORK AND SUPERVISION BY A FOREMAN.
C.MAKE CONTACT WITH SUPPLIERS IMMEDIATELY UPON OBTAINING NOTICE
OF CONTRACT ACCEPTANCE TO SELECT AND BOOK MATERIALS.
D.DEVELOP A PROGRAM OF MAINTENANCE (PRUNING AND FERTILIZATION)
WHICH WILL ENSURE THE PURCHASED MATERIALS WILL MEET AND/OR
EXCEED PROJECT SPECIFICATIONS.
E.DO NOT MAKE PLANT MATERIAL SUBSTITUTIONS. IF THE LANDSCAPE
MATERIAL SPECIFIED IS NOT READILY AVAILABLE, SUBMIT PROOF TO
LANDSCAPE ARCHITECT ALONG WITH THE PROPOSED MATERIAL TO BE
USED IN LIEU OF THE SPECIFIED PLANT.
F.AT THE TIME BIDS ARE SUBMITTED, THE CONTRACTOR IS ASSUMED TO HAVE
LOCATED THE MATERIALS NECESSARY TO COMPLETE THE JOB AS
SPECIFIED.
G.OWNER'S REPRESENTATIVE SHALL INSPECT ALL PLANT MATERIAL AND
RETAINS THE RIGHT TO INSPECT MATERIALS UPON ARRIVAL TO THE SITE
AND DURING INSTALLATION. THE OWNER'S REPRESENTATIVE MAY ALSO
REJECT ANY MATERIALS HE/SHE FEELS TO BE UNSATISFACTORY OR
DEFECTIVE DURING THE WORK PROCESS. ALL PLANTS DAMAGED IN
TRANSIT OR AT THE JOB SITE SHALL BE REJECTED.
1.10 PRODUCT DELIVERY, STORAGE AND HANDLING
A.PREPARATION
1. BALLED AND BURLAPPED B&B PLANTS): DIG AND PREPARE SHIPMENT
IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE AND FUTURE
DEVELOPMENT.
2. CONTAINER GROWN PLANTS: DELIVER PLANTS IN RIGID CONTAINER TO
HOLD BALL SHAPE AND PROTECT ROOT MASS.
B.DELIVERY
1. DELIVER PACKAGED MATERIALS IN SEALED CONTAINERS SHOWING
WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. PROTECT MATERIALS
FROM DETERIORATION DURING DELIVERY AND WHILE STORED ON SITE.
2. DELIVER ONLY PLANT MATERIALS THAT CAN BE PLANTED IN ONE DAY
UNLESS ADEQUATE STORAGE AND WATERING FACILITIES ARE AVAILABLE
ON SITE
3. PROTECT ROOT BALLS BY HEELING IN WITH SAWDUST OR OTHER
APPROVED MOISTURE RETAINING MATERIAL IF NOT PLANTED WITHIN 24
HOURS OF DELIVERY.
4. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO ROOT
BALL OR DESICCATION OF LEAVES.
5. KEEP PLANTS MOIST AT ALL TIMES. COVER ALL MATERIALS DURING
TRANSPORT.
6. NOTIFY OWNERS REPRESENTATIVE OF DELIVERY 72 HOURS PRIOR TO
DELIVERY OF PLANT MATERIAL AT JOB SITE.
7. REMOVE REJECTED PLANT MATERIAL IMMEDIATELY FROM JOB SITE.
8. TO AVOID DAMAGE OR STRESS, DO NOT LIFT, MOVE, ADJUST TO
PLUMB, OR OTHERWISE MANIPULATE PLANTS BY TRUNK OR STEMS.
PART 2 - PRODUCTS
2.1 PLANT MATERIALS
A.GENERAL: WELL FORMED NO. 1 GRADE OR BETTER NURSERY GROWN
STOCK. LISTED PLANT HEIGHTS ARE FROM TOPS OF FOOT BALLS TO
NOMINAL TOPS OF PLANTS. PLANT SPREAD REFERS TO NOMINAL OUTER
WIDTH OF THE PLANT NOT THE OUTER LEAF TIPS. PLANTS SHALL BE
INDIVIDUALLY APPROVED BY THE OWNERS REPRESENTATIVE AND THEIR
DECISION AS TO THEIR ACCEPTABILITY SHALL BE FINAL.
B.QUANTITIES: THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY.
ANYTHING CALLED FOR ON ONE AND NOT THE OTHER IS AS BINDING AS IF
SHOWN AND CALLED FOR ON BOTH. THE PLANT SCHEDULE IS AN AID TO
BIDDERS ONLY. CONFIRM ALL QUANTITIES ON PLAN.
C.QUANTITIES AND SIZE: PLANT MATERIALS SHALL CONFORM TO THE SIZE
GIVEN ON THE PLAN AND SHALL BE HEALTHY, WELL SHAPED, FULL
BRANCHED AND WELL ROOTED. SYMMETRY IS ALSO IMPERATIVE. PLANTS
SHALL BE FREE FROM INSECTS, INJURY, DISEASE, BROKEN BRANCHES,
DISFIGUREMENTS, INSECT EGGS AND ARE TO BE OF SPECIMEN QUALITY.
D.APPROVAL: ALL PLANTS WHICH ARE FOUND UNSUITABLE IN GROWTH OR
ARE UNHEALTHY, BADLY SHAPED OR UNDERSIZED WILL BE REJECTED BY
THE OWNERS REPRESENTATIVE EITHER BEFORE OR AFTER PLANTING AND
SHALL BE REMOVED AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR
AND REPLACED WITH ACCEPTABLE SPECIMENS.
E.TREES SHALL BE HEALTHY, FULL BRANCHED, WELL SHAPED AND SHALL
MEET THE MINIMUM REQUIREMENTS AS SPECIFIED ON THE PLANT
SCHEDULE. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200
MILES OF THE PROJECT SITE IF POSSIBLE, AND WITH SIMILAR CLIMACTIC
CONDITIONS.
F.PRUNING: ALL PRUNING OF TREES AND SHRUBS SHALL BE EXECUTED BY
THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER,
PRIOR TO FINAL ACCEPTANCE.
G.PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THE
PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED. USE OF LARGER
PLANTS SHALL NOT INCREASE THE CONTRACT PRICE.
H.WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF
UNIFORM SIZE.
I.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT
SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING
ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED
ROOTS).
J.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED.
TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS
DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING
K.TREE TRUNKS TO BE STURDY, EXHIBIT HARDENED SYSTEMS AND VIGOROUS
AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND.
L.TREES WITH DAMAGED OR CROOKED LEADERS, BARK ABRASIONS,
SUNSCALD, DISFIGURING KNOTS, OR\INSECT DAMAGE WILL BE REJECTED.
M.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE
AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND
INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE
ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER
N.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT,
MEASURED FROM THE TOP OF THE ROOT BALL.
O.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF
THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY
COVERED, SHALL BE REJECTED.
P.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS.
SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS
OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A
CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.
2.2 SOIL PREPARATION MATERIALS
A.SANDY LOAM:
1. FRIABLE, FERTILE, DARK, LOAMY SOIL, FREE OF CLAY
LUMPS, SUBSOIL, STONES AND OTHER EXTRANEOUS
MATERIAL AND REASONABLY FREE OF WEEDS AND
FOREIGN GRASSES. LOAM CONTAINING DALLASGRASS OR
NUTGRASS SHALL BE REJECTED.
2. PHYSICAL PROPERTIES AS FOLLOWS:
a.CLAY – BETWEEN 7-27%
b.SILT – BETWEEN 15-25%
c.SAND – LESS THAN 52%
3. ORGANIC MATTER SHALL BE 3%-10% OF TOTAL DRY
WEIGHT.
4. IF REQUESTED, LANDSCAPE CONTRACTOR SHALL PROVIDE
A CERTIFIED SOIL ANALYSIS CONDUCTED BY AN
APPROVED SOIL TESTING LABORATORY VERIFYING THAT
SANDY LOAM MEETS THE ABOVE REQUIREMENTS.
B.ORGANIC MATERIAL: COMPOST WITH A MIXTURE OF 80%
VEGETATIVE MATTER AND 20% ANIMAL WASTE. INGREDIENTS
SHOULD BE A MIX OF COURSE AND FINE TEXTURED MATERIAL.
C.PREMIXED BEDDING SOIL AS SUPPLIED BY VITAL EARTH RESOURCES,
GLADEWATER, TEXAS; PROFESSIONAL BEDDING SOIL AS SUPPLIED BY
LIVING EARTH TECHNOLOGY, DALLAS, TEXAS OR ACID GRO
MUNICIPAL MIX AS SUPPLIED BY SOIL BUILDING SYSTEMS, DALLAS,
TEXAS OR APPROVED EQUAL.
D.SHARP SAND: SHARP SAND MUST BE FREE OF SEEDS, SOIL PARTICLES
AND WEEDS.
E.MULCH: DOUBLE SHREDDED HARDWOOD MULCH, PARTIALLY
DECOMPOSED, DARK BROWN.
F.ORGANIC FERTILIZER: FERTILAID, SUSTANE, OR GREEN SENSE OR
EQUAL AS RECOMMENDED FOR REQUIRED APPLICATIONS. FERTILIZER
SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED
CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED
STATEMENT OF ANALYSIS.
G.COMMERCIAL FERTILIZER: 10-20-10 OR SIMILAR ANALYSIS. NITROGEN
SOURCE TO BE A MINIMUM 50% SLOW RELEASE ORGANIC NITROGEN
(SCU OR UF) WITH A MINIMUM 8% SULFUR AND 4% IRON, PLUS
MICRONUTRIENTS.
H.PEAT: COMMERCIAL SPHAGNUM PEAT MOSS OR PARTIALLY
DECOMPOSED SHREDDED PINE BARK OR OTHER APPROVED ORGANIC
MATERIAL.
2.3 MISCELLANEOUS MATERIALS
A.STEEL EDGING - SHALL BE 3/16” X 4” X 16” DARK GREEN LANDSCAPE
EDGING. DURAEDGE STEEL OR APPROVED EQUAL.
B.TREE STAKING - TREE STAKING SOLUTIONS OR APPROVED SUBSTITUTE;
REFER TO DETAILS.
C.FILTER FABRIC - MIRAFI 1405 BY MIRAFI INC. OR APPROVED SUBSTITUTE.
AVAILABLE AT LONE STAR PRODUCTS, INC. (469-523-0444)
D.SAND - UNIFORMLY GRADED, WASHED, CLEAN, BANK RUN SAND.
E.GRAVEL: WASHED NATIVE PEA GRAVEL, GRADED 1" TO 1.5"
F.DECOMPOSED GRANITE - BASE MATERIAL OF NATURAL MATERIAL MIX OF
GRANITE AGGREGATE NOT TO EXCEED 1/8” IN DIAMETER COMPOSED OF
VARIOUS STAGES OF DECOMPOSED EARTH BASE.
G.RIVER ROCK - LOCALLY AVAILABLE NATIVE RIVER ROCK BETWEEN 2”-4” IN
DIAMETER.
H.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING
PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC
ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT
HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.
PART 3 - EXECUTION
3.1 PREPARATION
A.LANDSCAPE CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS
AND REPORT ANY DEFICIENCIES TO THE OWNER.
B.ALL PLANTING AREAS SHALL BE CONDITIONED AS FOLLOWS:
1. PREPARE NEW PLANTING BEDS BY SCRAPING AWAY EXISTING
GRASS AND WEEDS AS NECESSARY. TILL EXISTING SOIL TO A
DEPTH OF SIX (6") INCHES PRIOR TO PLACING COMPOST AND
FERTILIZER. APPLY FERTILIZER AS PER MANUFACTURER'S
RECOMMENDATIONS. ADD SIX (6") INCHES OF COMPOST AND TILL
INTO A DEPTH OF SIX (6") INCHES OF SPECIFIED MULCH (SETTLED
THICKNESS).
2. BACKFILL FOR TREE PITS SHALL BE AS FOLLOWS: USE EXISTING
TOP SOIL ON SITE (USE IMPORTED TOPSOIL AS NEEDED) FREE FROM
LARGE CLUMPS, ROCKS, DEBRIS, CALICHE, SUBSOILS, ETC., PLACED
IN NINE (9") INCH LAYERS AND WATERED IN THOROUGHLY.
C.GRASS AREAS:
1. BLOCKS OF SOD SHOULD BE LAID JOINT TO JOINT (STAGGERED
JOINTS) AFTER FERTILIZING THE GROUND FIRST. ROLL GRASS
AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. THE JOINTS
BETWEEN THE BLOCKS OF SOD SHOULD BE FILLED WITH TOPSOIL
WHERE THEY ARE GAPED OPEN, THEN WATERED THOROUGHLY.
3.2 INSTALLATION
A.MAINTENANCE OF PLANT MATERIALS SHALL BEGIN IMMEDIATELY
AFTER EACH PLANT IS DELIVERED TO THE SITE AND SHALL CONTINUE
UNTIL ALL CONSTRUCTION HAS BEEN SATISFACTORILY
ACCOMPLISHED.
B.PLANT MATERIALS SHALL BE DELIVERED TO THE SITE ONLY AFTER THE
BEDS ARE PREPARED AND AREAS ARE READY FOR PLANTING. ALL
SHIPMENTS OF NURSERY MATERIALS SHALL BE THOROUGHLY
PROTECTED FROM THE WINDS DURING TRANSIT. ALL PLANTS WHICH
CANNOT BE PLANTED AT ONCE, AFTER DELIVERY TO THE SITE, SHALL
BE WELL PROTECTED AGAINST THE POSSIBILITY OF DRYING BY WIND
AND BALLS OF EARTH OF B & B PLANTS SHALL BE KEPT COVERED
WITH SOIL OR OTHER ACCEPTABLE MATERIAL. ALL PLANTS REMAIN
THE PROPERTY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE.
C.POSITION THE TREES AND SHRUBS IN THEIR INTENDED LOCATION AS
PER PLAN.
D.NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSPECTION
AND APPROVAL OF ALL POSITIONING OF PLANT MATERIALS.
E.EXCAVATE PITS WITH VERTICAL SIDES AND HORIZONTAL BOTTOM.
TREE PITS SHALL BE LARGE ENOUGH TO PERMIT HANDLING AND
PLANTING WITHOUT INJURY TO BALLS OF EARTH OR ROOTS AND
SHALL BE OF SUCH DEPTH THAT,WHEN PLANTED AND SETTLED, THE
CROWN OF THE PLANT SHALL BEAR THE SAME RELATIONSHIP TO THE
FINISH GRADE AS IT DID TO SOIL SURFACE IN ORIGINAL PLACE OF
GROWTH. THE SIDES OF THE HOLE SHOULD BE ROUGH AND JAGGED,
NEVER SLICK OR GLAZED.
F.SHRUB AND TREE PITS SHALL BE NO LESS THAN TWENTY-FOUR (24")
INCHES WIDER THAN THE LATERAL DIMENSION OF THE EARTH BALL
AND SIX (6") INCHES DEEPER THAN IT'S VERTICAL DIMENSION.
REMOVE AND HAUL FROM SITE ALL ROCKS AND STONES OVER
THREE-QUARTER (3 4") INCH IN DIAMETER. PLANTS SHOULD BE
THOROUGHLY MOIST BEFORE REMOVING CONTAINERS.
G.PERCOLATION TEST: FILL THE HOLE WITH WATER. IF THE WATER
LEVEL DOES NOT PERCOLATE WITHIN 24 HOURS, THE TREE NEEDS TO
MOVE TO ANOTHER LOCATION OR HAVE DRAINAGE ADDED. INSTALL
A PVC STAND PIPE PER TREE IF THE PERCOLATION TEST FAILS.
H.BACKFILL ONLY WITH 5 PARTS EXISTING SOIL OR SANDY LOAM AND 1
PART BED PREPARATION. WHEN THE HOLE IS DUG IN SOLID ROCK,
TOPSOIL FROM THE SAME AREA SHOULD NOT BE USED. CAREFULLY
SETTLE BY WATERING TO PREVENT AIR POCKETS. REMOVE THE
BURLAP FROM THE TOP 13 OF THE BALL, AS WELL AS ALL NYLON,
PLASTIC STRING AND WIRE. CONTAINER TREES WILL USUALLY BE
ROOT BOUND, IF SO FOLLOW STANDARD NURSERY PRACTICE OF
‘ROOT SCORING’.
I.DO NOT WRAP TREES.
J.DO NOT OVER PRUNE.
K.REMOVE NURSERY TAGS AND STAKES FROM ALL PLANTS
L.REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS. REMOVE
SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING.
M.REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAPPED TREES
AFTER PLACEMENT.
N.PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. ORIENT PLANTS
FOR BEST APPEARANCE.
O.MULCH THE TOP OF THE BALL. DO NOT PLANT GRASS ALL THE WAY
TO THE TRUNK OF THE TREE. LEAVE THE AREA ABOVE THE TOP OF
THE BALL AND MULCH WITH AT LEAST TWO (2") INCHES OF SPECIFIED
MULCH.
P.ALL PLANT BEDS AND TREES TO BE MULCHED WITH A MINIMUM
SETTLED THICKNESS OF TWO (2") INCHES OVER THE ENTIRE BED OR
PIT.
Q.OBSTRUCTION BELOW GROUND: IN THE EVENT THAT ROCK, OR
UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE
ENCOUNTERED IN ANY PLANT PIT EXCAVATION WORK TO BE DONE
UNDER THIS SECTION, ALTERNATE LOCATIONS MAY BE SELECTED BY
THE OWNER. WHERE LOCATIONS CANNOT BE CHANGED, THE
OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF NOT LESS THAN
THREE (3') FEET BELOW GRADE AND NO LESS THAN SIX (6") INCHES
BELOW THE BOTTOM OF BALL WHEN PLANT IS PROPERLY SET AT THE
REQUIRED GRADE. THE WORK OF THIS SECTION SHALL INCLUDE THE
REMOVAL FROM THE SITE OF SUCH ROCK OR UNDERGROUND
OBSTRUCTIONS ENCOUNTERED AT THE COST OF THE LANDSCAPE
CONTRACTOR.
R.TREES AND LARGE SHRUBS SHALL BE STAKED AS SITE CONDITIONS
REQUIRE. POSITION STAKES TO SECURE TREES AGAINST SEASONAL
PREVAILING WINDS.
S.PRUNING AND MULCHING: PRUNING SHALL BE DIRECTED BY THE
LANDSCAPE ARCHITECT AND SHALL BE PRUNED IN ACCORDANCE
WITH STANDARD HORTICULTURAL PRACTICE FOLLOWING FINE
PRUNING, CLASS I PRUNING STANDARDS PROVIDED BY THE NATIONAL
ARBORIST ASSOCIATION.
1.DEAD WOOD, SUCKERS, BROKEN AND BADLY BRUISED
BRANCHES SHALL BE REMOVED. GENERAL TIPPING OF THE
BRANCHES IS NOT PERMITTED. DO NOT CUT TERMINAL BRANCHES.
2.PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS.
3.IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED,
ALL TREE PITS SHALL BE COVERED WITH A LAYER OF ORGANIC
MATERIAL TWO (2") INCHES IN DEPTH. THIS LIMIT OF THE ORGANIC
MATERIAL FOR TREES SHALL BE THE DIAMETER OF THE PLANT PIT.
Q.STEEL EDGE INSTALLATION: EDGE SHALL BE ALIGNED AS INDICATED
ON PLANS. STAKE OUT LIMITS OF STEEL CURBING AND OBTAIN
OWNERS APPROVAL PRIOR TO INSTALLATION.
1.ALL STEEL CURBING SHALL BE FREE OF KINKS AND ABRUPT
BENDS.
2.TOP OF EDGING SHALL BE 12" MAXIMUM HEIGHT ABOVE FINAL
FINISHED GRADE.
3.STAKES ARE TO BE INSTALLED ON THE PLANTING BED SIDE OF
THE CURBING, AS OPPOSED TO THE GRASS SIDE.
4.DO NOT INSTALL STEEL EDGING ALONG SIDEWALKS OR
CURBS.
5.CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE EDGING
MEETS SIDEWALKS OR CURBS.
3.3 CLEANUP AND ACCEPTANCE
A.CLEANUP: DURING THE WORK, THE PREMISES SHALL BE KEPT NEAT
AND ORDERLY AT ALL TIMES. STORAGE AREAS FOR ALL MATERIALS
SHALL BE SO ORGANIZED SO THAT THEY, TOO, ARE NEAT AND
ORDERLY. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE
SITE AS WORK PROGRESSES. KEEP PAVED AREAS CLEAN BY
SWEEPING OR HOSING THEM AT END OF EACH WORK DAY.
B.REPAIR RUTS, HOLES AND SCARES IN GROUND SURFACES.
C.ENSURE THAT WORK IS COMPLETE AND PLANT MATERIALS ARE IN
VIGOROUS AND HEALTHY GROWING CONDITION.
D.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL
PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR
USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST
AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
E.WHEN/IF THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE
CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE
AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION
WITHIN 24 HOURS.
F.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE
LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND
TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND
GUARANTEE PERIODS WILL COMMENCE.
END OF SECTION
TREE PLANTING
N.T.S.
1
(3) 2" DIA. X 8' LENGTH
LARGE METAL "T" POSTS
IN UNDISTURBED SOIL
TIE TO STAKE WITH
PLASTIC CHAIN TIES
NEVER CUT LEADER
SET TOP OF ROOT BALL
3" ABOVE FINISH GRADE.
MULCH - 3" MIN. DEPTH
BUILD 4" HT. SAUCER AROUND
PLANTING PIT WITH TOPSOIL.
6" MIN.
UNDISTURBED SUBGRADE
12"
MIN. ALL SIDES
12"
MIN. ALL SIDES
PLACE TWO ON PREVAILING
WIND SIDE OF TREE
(PAINTED BLACK)
BACK FILL / PLANTING SOIL MIX. TILL
IN WITH PARTS EXISTING SOIL,
EXCLUDING LARGE CLODS AND
ROCKS.
FINISH GRADE