Item 9 - Narrative and Plans5/23/2022 1
SOUTHLAKE TOWN SQUARE
BLOCK 16, LOT 2
SITE PLAN
CORNER RESTAURANT
500 RESERVE ST.
Formal Submittal
May 23, 2022
Narratives and Plans
5/23/2022 2
5/23/2022 3
5/23/2022 4
OVERVIEW
•Cooper & Company is seeking approval of a Site Plan for Block 16, Lot 2, to allow development of a
new single-story restaurant and outdoor patio on the northwest corner of Reserve St. and Division
St. in Southlake Town Square.
•Civil engineering and Landscape Architecture for the Site Plan is being provided by Pacheco Koch.
The design architect for the building is Bennett Partners.
•The proposed up to 6,185 sq. ft. restaurant is smaller than the 7,000 sq. ft. building allowed under
the approved Development Plan for Block 16. An optional elimination of the western bay of the
building would reduce building size to approximately 5,170 sq. ft.
•A 50% shared parking reduction is requested due to agreements in place by which adjacent
structured parking is shared, including: (1) daily availability of short-term parking on the first floor of
the garage; and (2) public use of upper floors of the garage on nights, weekends and holidays.
•The Site Plan conforms to the approved Development Plan for Block 16. Art Deco exterior
architecture of the new restaurant meets the Design Guidelines for new buildings in Southlake Town
Square.
5/23/2022 5
5/23/2022 6Block 16 DEVELOPMENT PLAN
Lot 2
5/23/2022 7BLOCK 16, LOT 2 SITE PLAN
5/23/2022 8BUILDING ELEVATIONS
BUILDING DESIGN
•The restaurant’s Art Deco exterior design is derived from the many traditional, one-story
commercial structures developed in the 1920s and 30s. Fort Worth architect Bennett Partners is
the design architect for this building.
•The building's facade features a series of bays defined by substantial brick pilasters on either side of
the main entry. A canopy cover over the main entry continues east, expanding to wrap the east end
of the building to cover an approximately 1,295 sq. ft. corner patio that will provide a new upscale
outdoor social space for Southlake Town Square.
•The street-facing materials are predominantly brick. A spandrel panel on the western elevation is
detailed with a decorative pattern. The main entry façade on Division St. is stucco, with tile accents
above. Stucco is used for the pilaster capitals and cornice profile. Rear elevations are stucco,
formed to create a series of panels that emulate the main facade.
•The proposed building meets the intent of the Downtown District Guidelines. In addition to other
Town Square precedents, its design is compatible with neighboring Granite office buildings. The
building and patio’s placement on the street adds a new point of interest on this highly visible
corner location.
5/23/2022 9
5/23/2022 10
5/23/2022 11
5/23/2022 12BLOCK 16, LOT 2 LANDSCAPE PLAN
LANDSCAPE PLAN
•The Dallas office of Pacheco Koch is leading landscape design for this project.
•The Landscape Plan builds on established streetscape precedents throughout Town Square.
•A landscaped edge running along the south and east sides of the sidewalk abutting the patio
enhances pedestrian safety and improves visibility for nearby traffic. This edge is also designed to
complement the series of planters surrounding the patio which add to the landscape interest at this
corner.
•A small private garden on the north side of the building between the restaurant and Granite Place I
provides a quiet interlude between buildings, enhances walkability, and adds visual interest for
diners, office workers and other visitors.
•An optional landscaped area on the west side of the building may be added if the smaller building
option is chosen (thereby eliminating the western bay of the larger building, subject to final
selection of the restaurant for this location).
5/23/2022 13
5/23/2022 14OPTIONAL REDUCED AREA
5/23/2022 15OPTIONAL REDUCED AREA
5/23/2022 16
Corner Patio in the ROW
Popularity of the Moxie’s corner patio has prompted calls for more patios like this in Town Square. The
Site Plan for Block 16 Lot 2 reflects feedback from restaurants who are looking at this location and is a
key element of what they feel will help them be successful here.
Cooper & Stebbins requests approval of the corner patio design as submitted in the Site Plan, and as an
integral part of the overall building design. As with previous patios in the City ROW of Town Square, the
patio applicant will be required to complete an Encroachment and Joint Use Agreement of a Right-Of-
Way for the City’s consideration, with the patio’s use by the restaurant applicant subject to the City’s
approval and the further execution of a Separate Right-Of-Way Joint Use Agreement executed by the
restaurant and the City.
5/23/2022 17
Variance Request: Parking
1)Parking. A 50% shared parking reduction is requested pursuant to Section 35.2 of the
Comprehensive Zoning Ordinance.
Section 37.4.j of the Comprehensive Zoning Ordinance requires that parking shall be calculated and
provided pursuant to Section 35 (including the shared parking provisions of Section 35.2). The
minimum number of off-street parking spaces required for restaurants under Section 35.6.b(8)(a) is
1 space per each 3 seats under maximum seating arrangement, or 1 space per each 100 square feet
of floor area, whichever is greater, subject to DT Zoning provisions including:
•Required parking may be located and maintained anywhere within the Downtown District.
•When a mixture of office, retail, and other uses are located in the same block or street, parking
requirements for such the uses shall be reduced at a rate of ten (10) percent in order to
promote shared parking.
Section 35.2 allows for up to 50 percent of the parking spaces required for cafes may be provided
and used jointly by banks, offices, retail stores and similar uses not normally open, used or operated
during the same hours, provided, a written agreement thereto is properly executed and filed.
5/23/2022 18
Variance Request: Parking (continued)
The Block 16 Parking Easement Agreement between the owner of the Garage and the City of Southlake
grants the City, and its successors and assigns, for the benefit of the general public a perpetual, non-
exclusive right and easement to enter upon and use the Garage for the sole purpose of automobile
parking during the specified time periods, and in the designated portions of the Parking Garage, set
forth below:
Monday –Friday:Ground Level Only -24 hours a day, 7 days a week, subject to max. 2 hours per visit
Monday –Friday:Entire Garage –6:00 p.m. to 6:00 a.m.
Saturdays, Sundays
&Holidays –Entire Garage –Entire 24-hour period
A total of 35 parking spaces are allocated to Block 16, Lot 2. Based on the availability of parking in the
Garage and surrounding areas of Town Square, Cooper and Stebbins requests the full 50% shared
parking reduction for the restaurant on this Lot.
5/23/2022 19
BUILDING A BETTER BLOCK
•The Revised Site Plan requested in this application is in harmony with the Downtown Design
Guidelines for Town Square including overall site design, design of the building and associated
streetscape, material selections, exterior lighting and signage.
•The restaurant’s design and detailing has prior precedents throughout Town Square and is
compatible with surrounding buildings, while at the same time giving this building a strong
individual identity.
•Building massing and design relates well to surrounding development. Architectural elements,
including overhanging canopies and outdoor patio space, help unify the building and site design and
provide a human scale to the development.
•The proposed development adds to the variety and interest of the area, while strengthening
pedestrian connections along Division St., Reserve St., and cross connections to the Southlake
Hilton, McPherson Park and beyond.
5/23/2022 20
NO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYSOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXASSOUTHLAKE TOWN SQUARENEW RESTAURANTRICHARD EADS SURVEY. ABSTRACT NO. 481LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARENOT FOR CONSTRUCTIONSP-1VICINITY MAPCOUNTYMAPSCOPROJECT LOCATIONTARRANTF-26GSITE PLANSITE PLAN SUMMARY DATA TABLEGENERAL SITE DATALOT 2, BLOCK 16EXISTING ZONINGDT- DOWNTOWNPROPOSED ZONINGDT- DOWNTOWNLAND USE DESIGNATIONTOWN CENTERGROSS/NET ACREAGE (SQFT, ACRES)12,161SQFT0.28ACRESNUMBER OF PROPOSED LOTS1PERCENTAGE OF SITE COVERAGE51%AREA OF OPEN SPACE (SQFT, ACRES)1,733SQFT0.04ACRESPERCENTAGE OF OPEN SPACE15%AREA OF IMPERVIOUS COVER (SQFT, ACRES)10,428SQFT0.24ACRESPERCENTAGE OF IMPERVIOUS COVERAGE86%TOTAL BUILDING AREA (BLDG. FOOTPRINT)6,145SQFTGROSS FLOOR AREA6,145NUMBER OF STORIES1BUILDING HEIGHT30'PROPOSED FLOOR AREA BY USERESTAURANTPARKING GARAGE FOOT PRINTN/APARKING GARAGE FLOOR AREAPARKING GARAGE LEVELS PARKING GARAGE HEIGHTPARKING PROVIDEDPROPOSED STANDARD(PARKING STRUCTURE)3031-PROPOSED STANDARD (STREET PARKING)4PROPOSED (HC STREET PARKING)1TOTAL PARKING35LOADING SPACES REQUIRED0LOADING SPACES PROVIDED0START CONSTRUCTION, MONTH/YEAR3/2022END CONSTRUCTION, MONTH/YEAR4/2023PARKING REQUIREDCODE REQUIRED (1 SPACE/100 SF)6250% REDUCTION PER ZONING ORDINANCE SECTION 35.2TOTAL REQUIRED PARKING31SQFT
NO.DATE REVISION
DESIGN DRAWN DATE SCALE NOTES FILE NO.
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARESP-2
UTILITY PLAN
BENCH MARK LIST
NOT FOR CONSTRUCTION
NO.DATE REVISION
DESIGN DRAWN DATE SCALE NOTES FILE NO.
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARENOT FOR CONSTRUCTION
SP-3
GRADING PLAN
1.PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: THE FOLLOWING PROCEDURES SHALL BE
FOLLOWED ON ALL TYPES OF CONSTRUCTION PROJECTS.
A. DURING PRE-CONSTRUCTION, TREES TO BE REMOVED SHOULD BE REMOVED
FROM THE SITE IN A MANNER TO AVOID INJURY TO REMAINING TREES,
INCLUDING THE REMOVAL OF STUMPS AND/OR ROOT SYSTEMS. HEAVY
EQUIPMENT SHALL NOT ENCROACH ON THE ROOT SYSTEMS OF TREES TO BE
RETAINED OR OTHER TREES OF HIGH VALUE. IF NECESSARY, TREES SHOULD BE
REMOVED MANUALLY WITH CHAIN SAWS, AND STUMPS SHOULD BE GROUND
OUT INSTEAD OF USING HEAVY EQUIPMENT.
B. CRITICAL ROOT ZONES SHALL BE ESTABLISHED AND MAINTAINED FOR ALL TREES
TO BE CONSERVED ON A CONSTRUCTION SITE. THIS AREA MAY BE ADJUSTED FOR
EXISTING BUILDINGS, WALKWAYS, AND ROADS BY PERMISSION OF OWNER.
BARRICADES SHALL BE 4 FOOT HIGH ORANGE VINYL CONSTRUCTION FENCE.
SIGNS, IN ENGLISH AND SPANISH SHALL BE PLACED VISIBLE FROM ALL
DIRECTIONS, ALONG THE FENCE TO INFORM WORKERS OF THE PURPOSE OF THE
BOUNDARY. THE BARRIER AND PROPER SIGNAGE SHALL BE INSTALLED PRIOR TO
ANY SITE PREPARATION AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF
THE CONSTRUCTION PROJECT. EROSION AND SEDIMENT CONTROL BARRIERS
SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN
SOIL BUILDUP WITHIN THE TREE DRIP LINE. APPLY 4 INCHES OF COURSE MULCH
WITHIN PROTECTION AREAS TO HELP REDUCE MOISTURE STRESS AND REDUCE
MAINTENANCE.
EXCAVATIONS PERFORMED
TREE MITIGATION NOTES
C. WHERE EXCAVATIONS ARE PERFORMED WITHIN THE ROOT ZONE OF TREES,
TRENCHING SHOULD BE PERFORMED MANUALLY, OR BY USING A VIBRATORY
PLOW, DIRECTIONAL BORER, OR BY AIR SPADING. BACKHOES SHALL NOT BE
USED TO RIP ROOTS AT CONSIDERABLE DISTANCES FROM THE POINT OF
EXCAVATION. WHEN TRENCHING OR MODIFICATION OF THE ROOT ZONE
ENCROACHES HEAVILY ONTO ESTABLISHED TREES, A ROOT PRUNING METHOD
SHOULD BE EMPLOYED WHERE THE ROOTS ARE EXPOSED AND TRIMMED WITH
PROPER PRUNING TOOLS SEVERAL INCHES TO THE SIDE OF THE TRENCH
BORDERING THE TRUNK OF THE AFFECTED TREE. TEARING OF ROOTS IS TO BE
AVOIDED. SUPPLEMENTAL IRRIGATION SHALL START IF NEEDED. ANY ROOTS
EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH TO THE SOIL
AND SEALED USING LAC BALSAM. BACKFILL ROOT AREAS WITH GOOD QUALITY
TOP SOIL AS SOON AS POSSIBLE (I.E. WITHIN THE SAME WORKDAY). IF ROOTS
ARE NOT BACKFILLED WITHIN THIS TIME, THEY SHALL BE COVERED WITH
ORGANIC MATERIAL SUCH AS COMPOSTED MULCH TO A DEPTH OF 4 INCHES,
WHICH WILL REDUCE TEMPERATURE AND MINIMIZE WATER LOSS DUE TO
EVAPORATION.
D. ALL TREES DIRECTLY ADJACENT TO BUILDINGS SHOULD BE PRUNED FOR CANOPY
RAISING TO PROVIDE A MINIMUM OF 4 TO 6 FEET OF CLEARANCE OVER THE
BUILDINGS AS WELL AS CANOPY REDUCTION PRUNING TO PROVIDE A MINIMUM OF
2 FEET CLEARANCE AWAY FROM THE SIDES OF BUILDINGS.
2. THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT
ZONE OF ANY PROTECTED TREE SUBJECT TO THE REQUIREMENTS OF THE CITY ORDINANCE.
A. 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.
B. EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER
LIQUIDS DEPOSITED OR ALLOWED TO FLOW OVERLAND 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.
C. TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE A
PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE.
D. GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE
CRITICAL ROOT ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE CONSTRUCTION
METHODS ARE APPROVED BY THE LANDSCAPE ARCHITECT.
E. IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS
MATERIALS THAT MAY REASONABLY BE EXPECTED TO KILL A TREE SHALL BE PLACED
WITHIN THE LIMITS OF CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS
OTHERWISE ALLOWED IN THE CITY ORDINANCE.
4. PROHIBITED ACTIVITIES IN DRIP-LINE: NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED
TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS, BOBCAT TRACTORS, TRENCHERS,
COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP-LINE OF ANY PROTECTED
TREE ON ANY CONSTRUCTION SITE WITHOUT THE SPECIFIC APPROVAL OF THE LANDSCAPE
ARCHITECT.
5. TREES THAT WERE PREVIOUSLY IRRIGATED SHALL BE IRRIGATED DURING CONSTRUCTION.
THEY SHALL RECEIVE A MIN. OF ONE INCH OF WATER PER WEEK FROM THE COMBINATION OF
RAINFALL AND IRRIGATION. TREES WITH ROOT-DAMAGE SHALL RECEIVE TWO INCHES OF
WATER PER WEEK FROM COMBINATION OF RAINFALL AND IRRIGATION.
6. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO TREES THAT ARE TO REMAIN.
CONTRACTOR TO INSTALL NEW TREE OF EQUIVALENT SIZE IF DAMAGED DURING
CONSTRUCTION.
3.
4.
5.
NOTESDRAWNDESIGNDATE SCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
OVERALL TREE PRESERVATION PLAN
L1.00
1 TREE PRESERVATION PLAN
1" = 10'-0"
EXISTING BUILDING
EXISTING BUILDING
L1.01
FUTURE BUILDING
E.STATE HIGHWAY 114
S
T
A
T
E
S
T
R
E
E
T
DIVISION S
T
R
E
E
T RESERVE STREETPROPERTY LINE / LIMIT OF WORKPROPERTY
L
I
N
E LIMIT OF WORKLIMIT OF WO
R
K
PROPERTY LINE
EASEMENT
#7 6" CEDAR ELM
#6
6" CEDAR ELM
#5
6" CEDAR ELM
#4
5" CEDAR ELM
#3
5" CEDAR ELM
#1
6" CEDAR ELM
#2
6" CEDAR ELM
TREE TO REMAIN
TREE TO BE REMOVED
NOTE:
REF. REPLACEMENT TREES, SHEETS
L3.00 SERIES
TREE PROTECTION FENCE
TREE PRESERVATION LEGEND
ON-SITE CANOPY COVERAGE
NOTESDRAWNDESIGNDATE SCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
TREE PRESERVATION PLAN & DATA
L1.01
1 TREE PRESERVATION PLAN
1" = 10'-0"
PROPOSED BUILDING
5,985 SQ.FT
EXISTING BUILDING
DIVISION STR
E
E
T RESERVE STREETEASEMENT
EASEMENTFUTURE BUILDING LIMIT OF WORKLIMIT OF WO
R
KPROPERTY LINE/LIMIT OF WORKPROPERTY LINE/LIMIT OF WORK
PROPERTY LINE/LIMIT OF WORK
PROPERTY LINEPROTECTED TREE TO
REMAIN
ORANGE
CONSTRUCTION FENCE
METAL T-POST (DIRECT
BURIED 24" MIN)
LIMITS OF DRIP-LINE
4'-0" MIN.TREE PROTECTION FENCING
3/4" = 1'-0"2
MINIMUM LIMITS OF
CRITICAL ROOT ZONE
RADIUS = 1 FT. PER INCH
OF TRUNK DIAMETER
CRITICAL ROOT ZONE
DRIPLINE OF TREE
TREE PROTECTION FENCING;
THIS SHEET
EXISTING TREE TO REMAIN
NOTE: TREE PROTECTION FENCING SHALL BE
PLACED AT OR BEYOND THE DRIP LINE OR
CRITICAL ROOT ZONE, WHICHEVER IS
GREATER.
6'-8'O.C.
TYP
TREE PROTECTION FENCING - PLAN VIEW
N.T.S3
TREES TO BE REMOVED
TREES TO REMAIN, REF.
TREE PROTECTION
DETAILS
EXISTING RAMP &
CROSSING TO REMAIN,
TYP.
EXISTING SIDEWALK TO
REMAIN, TYP.
EXISTING RAMP &
CROSSING TO REMAIN,
TYP.
TRANSFORMER, REF.
CIVIL DWGS
DUMPSTER &
ENCLOSURE, REF. ARCH
DWGS
EXISTING TREE TO
REMAIN, TYP.
EXISTING CROSSWALK
TO BE RELOCATED TO
INTERSECTION, REF.
CIVIL DWGS
EJ
PA PA
PA
PA
PA
PA
EJEXISTING LIGHT POLE &
STREET SIGN TO
REMAIN, TYP.
EXISTING LIGHT POLE
TO REMAIN, TYP.
STAIRS, REF. CIVIL
GRADING PLAN
2
1
4
4 1'-0"3
1
3
3 PA
NOTE:
CONTRACTOR TO REPLACE ANY
CONCRETE SIDEWALKS DAMAGED
DURING CONSTRUCTION 7'-2"1'-0"1'-0"
1
EJEJEJEJ
EXISTING LIGHT POLE
TO REMAIN, TYP.
PLANTERS & CHEEK WALL,
REF. ARCH & CIVIL DWGS
RAMP, REF CIVIL
DWGS
RAMP, REF CIVIL
DWGS
EJ
1
RAMP, REF CIVIL
DWGS
8'-0"7
4
56
5'-0"23'-6"
R6'-0"
PA
15'-10"EJ1
PA
66'-8"EJEJEJ
1.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.
2.ALL IMPROVEMENTS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND
APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION OR
INSTALLATION. NOTIFICATION SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT ONE
WEEK PRIOR TO REVIEW.
3.CONTRACTOR SHALL VERIFY ALL UTILITIES SHOWN ON THE PLANS AS WELL HAVE THE
SITE UTILITIES LOCATED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION
ACTIVITIES. IN THE EVENT THAT THE CONTRACTOR DISCOVERS AN UNDERGROUND
UTILITY THAT IS NOT REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS OR AS
MARKED ON THE SITE, HE SHALL IMMEDIATELY CONTACT THE OWNERS REPRESENTATIVE
TO DETERMINE NEXT STEPS PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN THE AREA
OF THE NEWLY DISCOVERED UNDERGROUND UTILITY.
4.THE CONTRACTOR SHALL EXAMINE THE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS AND DETAILS.
5.ALL DIMENSIONS ARE TO BACK OF CURB AND FACE OF BUILDING UNLESS OTHERWISE
NOTED.
6.HANDICAP RAMPS TO BE LOCATED AND INSTALLED AS SHOWN IN DRAWINGS.
CONTRACTOR SHALL ENSURE THAT ALL TAS/ADA GUIDELINES ARE FOLLOWED.
7.REINFORCEMENT SHALL BE PROVIDED IN THE CONCRETE IMPROVEMENTS AS SHOWN
WITHIN THE CONSTRUCTION DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED
CONTINUOUS THROUGH CONTROL JOINTS, AND PER DETAIL DRAWINGS FOR THE
EXPANSION JOINTS.
8.EXPANSION JOINT AND CONTROL JOINT SPACING SHALL BE LOCATED AS SHOWN ON
PLANS AND DETAILS.
9.CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT WHERE PROPOSED CONCRETE
MEETS EXISTING WALKS OR CURBS.
10.GRADING IMPROVEMENTS HAVE BEEN DESIGNED WITH THE INTENT OF THE FOLLOWING
GUIDELINES:
·ALL WALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN THE DIRECTION OF
THE DOWNHILL SIDE.
·THE RUNNING SLOPE OF THE WALKS SHALL BE NO GREATER THAN 5%.
·ALL GRADES SHALL BE FINISHED TO A SMOOTH, FLOWING CONTOUR, MAINTAINING
FLOW PATTERNS THAT ALLOW THE WATER TO FLOW FROM PLANTED AREAS,
ACROSS PAVED AREAS TO DRAINAGE COLLECTION POINTS AS DEPICTED IN THE
CONSTRUCTION DOCUMENTS.
11.THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION
ACTIVITIES FOR THE PROJECT. ACCUMULATION OF STANDING WATER WILL NOT BE
PERMITTED.
12.THE CONTRACTOR IS TO LOCATE, DOCUMENT, AND PROTECT ALL CONTROL BENCH
MARKS THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES.
13.ALL QUANTITIES PROVIDED ARE TO BE VERIFIED AND ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
14.IF DISCREPANCIES WITH PLAN AND MATERIAL/FURNISHING SCHEDULE SHOULD OCCUR,
THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH LANDSCAPE ARCHITECT, PRIOR TO
START OF CONSTRUCTION.
LAYOUT & DIMENSION GENERAL NOTES
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING, NATURAL GRAY, MEDIUM BROOM FINISH 1/L2.01
CONCRETE PAVERS, PAVESTONE, VERONA, 6X18, 80MM, COLOR 5/L2.01
TEXOMA BLEND, OR APPROVED EQUAL
COBBLE, COLORADO RIVER ROCK, DFW STONE SUPPLY, OR 4/L2.01
APPROVED EQUAL
CONCRETE MOW CURB /
CRUSHED STONE, CRUSHED SILVERMIST, DFW STONE SUPPLY,
STABILIZED, OR APPROVED EQUAL
STEEL EDGING
BOULDER FOUNTAIN, BY OWNER
1
2
3
4
5
6
7
REFERENCE NOTES SCHEDULE
EJ EXPANSION JOINT
PA PLANTING AREA
TYP TYPICAL
1 / L2.01 & 2 / L2.01
5 / L2.01 & 6 / L2.01
4 / L2.01
3 / L2.01
2 / L3.01
N.I.C.
7 / L2.01
NOTESDRAWNDESIGNDATE SCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
LAYOUT PLAN
L2.00
1 LANDSCAPE PLAN
1" = 10'-0"
PROPOSED BUILDING
5,985 SQ.FT
EXISTING BUILDING
DIVISION STREET RESERVE STREETEASEMEN
T
EASEMENTLIMIT OF WORKLIMIT OF WORKPROPERTY LINE/LIMIT OF WORKPROPERTY
L
I
N
E
/
L
I
M
I
T
O
F
W
O
R
K
PROPERTY LINEPATIO RAILING, REF.
ARCH DWGS9'-4"PUBLICUTILITYEASEMENTTO BEABANDONED10'-0"PUBLIC UTI
L
I
T
Y
EASEMENT 19'-10"
NOTESDRAWNDESIGNDATESCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
HARDSCAPE DETAILS
L2.01
CONTROL
JOINT
EXPANSION
JOINT
NOTE:
1.COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO +/- 2%
OPTIMUM MOISTURE CONTENT AS PER ASTM D 698 (TYP.)
2.EXPANSION JOINTS & CONTROL JOINTS SHALL BE LOCATED ACCORDING TO THE FOLLOWING.
EJ: CHANGES IN DIRECTION, MAX 75' O.C., AGAINST CURBS, BUILDINGS, AND MANHOLES.
CJ: SPACED EVENLY TO PRODUCE SQUARE MODULES UP TO 8' O.C. MAX
1 1/2"CLEAR1 1/2"CLEAR* CONTRACTOR SHALL BE REQUIRED TO USE
CHAIRS TO ENSURE CONSISTENT DEPTH OF
BARS IN THE SLAB
CONCRETE MIXTURE:
A.COMPRESSIVE STRENGTH 28 DAYS, 4,000 PSI.
B.MAXIMUM WATER-CEMENTITOUS MATERIALS RATIO AT POINT OF PLACEMENT 0.45.
C.SLUMP LIMIT: 5 INCHES PLUS OR MINUS 1 INCH
D.AIR CONTENT: 5-1/2 PERCENT PLUS OR MINUS 1.5 PERCENT
E.MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTM
C 94/C 94M.
F.MEDIUM BROOM FINISH, PROVIDE SAMPLES PER SPEC
CONCRETE PAVING SECTION (PRIVATE-USE)
3/4" = 1'-0"
PVC SLEEVE CAP
#3 REBAR @ 18" O.C.E.W.
4" CONC. PAVING (4,000 PSI)
COMPACTED SUBGRADE
1/2" PRE-MOLDED ASPHALTIC
EXPANSION JOINT MATERIAL WITH
1/2" JOINT SEALANT WITH #3
SMOOTH BAR @ 18" O.C.
1/4" X 1" TOOLED JOINT
REDWOOD EXPANSION JOINTS NOT ALLOWED
1
FFE
FACE OF BUILDING
CONTINUOUS EXPANSION JOINT
#4 SMOOTH DOWEL @ 18" O.C.
@ ALL DOOR LOCATIONS
COAT ONE END TO PREVENT BOND1/4"AT DOOR LOCATIONS, MAX. 1/4" DIFF. BTW
THRESHOLD & EXTERIOR PAVING
CONCRETE PAVING;
REF. PLANS FOR TYPE
COMPACTED SUBGRADE
CONCRETE PAVING @ BUILDING (PRIVATE-USE)
1" = 1'-0"
NOTE: DOWELING INTO BUILDING
FOUNDATION TO BE CONFIRMED
BY STRUCTURAL.
2
NOTE: CONTROL JOINTS @ 10' O.C.
SEALED EXPANSION JOINTS @ 30' O.C.
CONCRETE MOW CURB @ BUILDING
1" = 1'-0"
COMPACTED SUBGRADE
(95% PROCTOR)
EXPANSION JOINT
BUILDING FACADE
(2) #4 BARS CONT.
3" CLR SIDE & BOTTOM
CONCRETE MOW CURB,
3,000 PSI
FINISH GRADE
(PLANTING PER PLANS)
1'-0"6"1/4" RADIUS
SLOPE
3 COBBLE
1" = 1'-0"
COBBLE, 3" DEPTH, REF.
PLANS FOR TYPE
FILTER FABRIC,
TURNED UP AT EDGES
COMPACTED
SUBGRADE
PAVING, REF.
PLANS FOR
TYPE SLOPE
12"MAX.REF. PLANS FOR ADJ.
CONDITION
4
PAVERS @ PLANTING
PAVERS @ CONCRETE PAVING1"FLUSH
CONCRETE PAVERS - PEDESTRIAN
3/4" = 1'-0"
PLANTING AREA
PERMALOC STRUCTURE EDGE RESTRAINT,
HEAVY DUTY
BUTT JOINTED, SWEPT W/ POLYMERIC SAND
PAVERS, SEE SCHEDULE FOR TYPE3"1" SAND SETTING BED
4" CONCRETE SUBBASE (UNDER
PRIVATE-USE PAVING), 4,000 PSI,
OTHERWISE REF. CIVIL DWGS
ADJACENT PAVING
DOWELED EXPANSION JOINT
BUTT JOINTED, SWEPT W/ POLYMERIC SAND
PAVERS, SEE SCHEDULE FOR TYPE
PAVER FLUSH W/ EDGE
1" SAND SETTING BED
4" CONCRETE SUBBASE (UNDER
PRIVATE-USE PAVING), 4,000 PSI,
OTHERWISE REF. CIVIL DWGS
5
CONCRETE PAVERS;
REF. PLANS FOR TYPE
CONCRETE PAVERS @ BUILDING EDGE
1" = 1'-0"
FFE
FACE OF BUILDING
CONTINUOUS EXPANSION JOINT
#4 SMOOTH DOWEL @ 18" O.C.
@ ALL DOOR LOCATIONS
COAT ONE END TO PREVENT BOND1/4"AT DOOR LOCATIONS, MAX. 1/4" DIFF. BTW
THRESHOLD & EXTERIOR PAVING
CONCRETE PAVING;
REF. PLANS FOR TYPE
COMPACTED SUBGRADE
NOTE: DOWELING INTO BUILDING
FOUNDATION TO BE CONFIRMED
BY STRUCTURAL.
6 CRUSHED GRANITE
3/4" = 1'-0"
CROSS SLOPE - SEE PLANS 3"CONCRETE PAVING
REF. PLANS FOR TYPE STABILIZED CRUSHED
GRANITE
GEOTEXTILE FABRIC, CONT.
COMPACT TO 95% STANDARD PROCTOR
DENSITY AT 0 TO ± 2% OPTIMUM MOISTURE
CONTENT AS PER ASTM D 698
316" x 4" STEEL EDGING
(BLACK), LOCATED ON
PLANTER BED SIDE,
TACK WELD CORNERS
AND JOINTS, SPOT
SPRAY PAINT WHERE
NEEDED WITH BLACK
ENAMEL
7
6'-8"82
CAD
10
CAD
50
SS
10
BW
27
CAD
45
CAD
46
SS
16
CAD
9
BW
90
CAD
9
CAD
10
MS2
1
QV
1
QV1
UP
1
UP
75
BS
1
IS
7
AR
5
AR
19
AR
19
AR
47 sf
CD
1,539 sf
CD
2
IS
1.ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
2.FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE
GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROM THE
SITE AND INSURE POSITIVE DRAINAGE IN ALL AREAS.
3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD
PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR
ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION.
4.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.
5.THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL
INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND
ACCESSORIES.
6.ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER,
HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED
SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S
EXPENSE.
7.BALLED AND BURLAPPED TREES SHALL HAVE THE TOP HALF OF THE WIRE
BASKET REMOVED. THE BURLAP SHALL BE REMOVED TO THE GREATEST
EXTENT POSSIBLE, USING A KNIFE TO CUT AND REMOVE THE BOTTOM HALF
UNDER THE WIRE BASKET THAT REMAINS.
8.QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING ALL QUANTITIES
PLANTING GENERAL NOTES
IT IS PREFERABLE THAT NO TREE BE STAKED. HOWEVER, CONDITIONS AND
PLANT MATERIAL SIZE MAY NECESSITATE STAKING. THE OWNER'S REP SHALL
DETERMINE IF SUPPORT IS NEEDED AND SHALL DIRECT THE CONTRACTOR
ACCORDINGLY.
TREES QTY BOTANICAL / COMMON NAME SIZE/COND.REMARKS
QV 2 QUERCUS VIRGINIANA 'HIGHRISE'B & B 4" CAL, SINGLE, STRAIGHT LEADER, MATCHING
HIGHRISE LIVE OAK
UP 2 ULMUS PARVIFOLIA 'EMER I' PP 7551 B & B 4" CAL, SINGLE, STRAIGHT LEADER, MATCHING
ATHENA LACEBARK ELM
ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME SIZE/COND.REMARKS
IS 3 ILEX X ATTENUATA `SAVANNAH`15 GAL SINGLE, STRAIGHT LEADER, MATCHING, 6'-0"
SAVANNAH HOLLY HT AT PLANTING
SHRUBS QTY BOTANICAL / COMMON NAME SIZE REMARKS
AR 50 ABELIA X GRANDIFLORA `RADIANCE`3 GAL FULL, MATCHING
RADIANCE GLOSSY ABELIA
BW 19 BUXUS MICROPHYLLA JAPONICA `WINTER GEM`3 GAL FULL, MATCHING
WINTER GEM JAPANESE BOXWOOD
BS 75 BUXUS SEMPERVIRENS 'SUFFRUTICOSA'1 GAL FULL, MATCHING
DWARF ENGLISH BOXWOOD
MS2 10 MISCANTHUS SINENSIS `ADAGIO`3 GAL FULL, MATCHING
ADAGIO EULALIA GRASS
PLANT SCHEDULE ADAGIO EULALIA GRASS
GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING REMARKS
CAD 267 CAREX DIVULSA 4"POT 14" o.c.FULL, MATCHING
BERKELEY SEDGE
SS 96 SEASONAL COLOR 4"POT 12" o.c.FULL, MATCHING, PERRENIALS AND ANNUALS
SEASONAL COLOR PER OCCUPANTS SPECIFICATIONS AS NEEDED
TO MAINTAIN SEASONAL COLOR
SOD QTY BOTANICAL / COMMON NAME SIZE SPACING REMARKS
CD 1,586 SF CYNODON DACTYLON SOD SOLID, ROLLED TIGHT, SAND FILLED JOINTS,
BERMUDA GRASS 100% WEED, PEST AND DISEASE FREE
NOTESDRAWNDESIGNDATESCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
LANDSCAPE PLAN
L3.00
1 LANDSCAPE PLAN
1" = 10'-0"
PROPOSED BUILDING
5,985 SQ.FT
EXISTING BUILDING
DIVISION STREET RESERVE STREETEASEMEN
T
EASEMENTLIMIT OF WORKLIMIT OF WORKPROPERTY LINE/LIMIT OF WORKPROPERTY
L
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/
L
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I
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F
W
O
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K
PROPERTY LINE
NOTESDRAWNDESIGNDATESCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
PLANTING DETAILS
L3.01
NOTE: DO NOT CREATE
WATERING RING (SAUCER)
AROUND TREE PIT
CANOPY TREE W/ UNDERGROUND STAKES
3/4" = 1'-0"
NAIL STAKE
"U" BRACKET
EDGE OF ROOT BALL
ROOT BALL ANCHORING
RING
MULCH
EDGE OF HOLE
36" NAIL STAKE TO
ACCOMMODATE ROOT BALL
AND PENETRATE
UNDISTURBED GROUND.
ORNAMENTAL TREES DO NOT
REQUIRE STAKING
NOTE: AUGER EXCAVATION
OF TREE PIT IS NOT
ACCEPTABLE.
SET TREE PLUMB
LEAVE TRUNK FLARE
EXPOSED, SET ROOT BALL
1" ABOVE FINISHED
GRADE, REMOVE ALL
SYNTHETIC MATERIAL
FROM ROOTBALL
3" MULCH MATERIAL
BACKFILL WITH NATIVE
SOIL, TAMP LIGHTLY &
WATER IN 6" LIFTS,
SCARIFY EDGES OF TREE
PIT
TAMPED MOUND
UNDISTURBED SOIL
12" TYP.
LEAVE TRUNK FLARE
EXPOSED, PLANTING
ROOT BALL 1" ABOVE
FINISHED GRADE MULCH,
SEE SPECS
1
NOTE: STEEL EDGE SHALL CREATE
A CLEAN SEPARATION BETWEEN
AREAS & SHALL CREATE SMOOTH,
EVEN LINES (AS INDICATED ON
THE PLANS)
STEEL EDGING AT PLANTING
1 1/2" = 1'-0"
MULCH
PREPARED SOIL IN
PLANTING AREAS
TOPSOIL
316" x 4" STEEL EDGING (BLACK),
LOCATED ON PLANTER BED SIDE,
TACK WELD CORNERS AND JOINTS,
SPOT SPRAY PAINT WHERE NEEDED
WITH BLACK ENAMEL
TOP OF SOD LAYER
2 SOIL PROFILE FOR SOD
1 1/2" = 1'-0"
TURF, REF. PLANTING PLANS
FOR TYPE
1"4"EXISTING SOIL
TOPSOIL PREP:
1.FINISH GRADE TOPSOIL BY REMOVING STONES LARGER
THAN 1" IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH,
AND OTHER EXTRANEOUS MATTER TO LEGALLY DISPOSE OF
THEM OFF OWNER'S PROPERTY.
2.ADD 1-1/2" COMPOST ON THE SURFACE, THEN TILL TO 4"
DEPTH
3.INSTALL SOD AS SHOWN, REF. PLANTING PLANS FOR TYPE
3
SPACING PER
PLAN OR
PLANT SCHEDULE
3"9"PLANTING SOIL IN SHRUB BEDS:
1.EXCAVATE EXISTING SOILS 4" BELOW
ADJACENT CURB OR SIDEWALK
2.ADD 3" COMPOST & TILL INTO 6" EXISTING
SOILS, CREATING 9" PLANTING SOIL
3.ADD 3" MULCH AFTER PLANTING
SHREDDED BARK
MULCH LAYER
TYP. SHRUB PLANTING
1" = 1'-0"
SHRUB PER
PLANTING PLAN
4
GROUNDCOVER
PER PLANTING
PLAN
COMPOST MULCH
LAYER (SEE
SPECS)
PLANTING SOIL
(SEE SPECS)
UNDISTURBED
SOIL
SPACING
PER PLAN
SPACING
PER PLAN
1 1/2"4"ADJACENT WALK,
CURB, ETC.1/2"GROUNDCOVER
1" = 1'-0"5 P-CO-GRA-01
6'-8"M
BF
C
MV
FS
EXISTING MAINLINE, IN THIS
AREA, CUT & CAP MAINLINE
TREE IRRIGATION TO REMAIN ON
OFFICE IRRIGATION SYSTEM
24.42
1"
RS
CONTRACTOR TO BORE
IRRIGATION SLEEVE UNDER
EXISTING CONCRETE SIDEWALK
33.19
1"
52.96
1"
2"
40.55
1"
114"2"
114"1"
2.741
1"
2"
615.2
1"
IRRIGATION GENERAL NOTES
1.POINT OF CONNECTION IS APPROXIMATE. IRRIGATION CONTRACTOR
SHALL COORDINATE WITH THOSE INSTALLING THE IRRIGATION METER TO
ASSURE THAT IT IS LOCATED IN THE AREA SHOWN AND IS OF THE SIZE
REQUIRED TO SERVICE THE SYSTEM AS DESIGNED.
2.IRRIGATION CONTRACTOR IS RESPONSIBLE TO COORDINATE THE
APPROPRIATE ELECTRICAL CONNECTION FOR THE SYSTEM CONTROLLER,
INCLUDING ANY DATA OR MASTER VALVE WIRING AS REQUIRED.
3.IRRIGATION CONTRACTOR IS RESPONSIBLE TO EXAMINE THE PLANS IN
THEIR ENTIRETY TO DETERMINE THE APPROXIMATE LOCATION OF EXISTING
AND PROPOSED UTILITIES. HE SHALL ALSO CONTACT THE APPROPRIATE
AUTHORITY TO MARK UTILITIES ON THE SITE. THE IRRIGATION
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES
ON THE SITE CAUSED BY HIS WORK.
4.CONTRACTOR SHALL EXAMINE THE DETAILS FOR ADDITIONAL
REQUIREMENTS FOR THE IRRIGATION SYSTEM AND ITS INSTALLATION.
5.IRRIGATION DRAWINGS ARE SCHEMATIC IN NATURE. AT TIMES MAIN LINES,
LATERALS AND VALVES MAY BE SHOWN IN PAVED AREAS OR OUTSIDE THE
PROPERTY LINE FOR PLAN CLARITY PURPOSES ONLY. THE CONTRACTOR
SHALL STAKE OUT IN THE FIELD ALL PRINCIPLE SYSTEM COMPONENTS FOR
APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION.
6.THE SYSTEM HAS BEEN DESIGNED TO FUNCTION WITH A MINIMUM
DYNAMIC WATER PRESSURE OF 65 PSI AT A MINIMUM RATE OF 25 GPM
AT THE POINT WHERE THE WATER METER IS CONNECTED. THE
CONTRACTOR SHALL TAKE THREE READINGS (ONE AT 7:00 A.M., ONE AT
12:00 P.M., AND ONE AT 7:00 P.M.) ON TWO SEPARATE DAYS AND
SUBMIT TO THE OWNERS REPRESENTATIVE FOR VERIFICATION OF
PRESSURE PRIOR TO BEGINNING THE WORK.
7.ALL TRENCHING WITHIN DRIP LINES OF EXISTING TREES SHALL BE BY HAND
TOOLS. SHOULD ROOTS OVER 3" IN DIAMETER BE ENCOUNTERED, THE
CONTRACTOR MAY PROVIDE ANOTHER PIPE ROUTE IF LOCATION IS
PROVIDED ON THE AS-BUILT DOCUMENTS.
8.THE CONTRACTOR SHALL DEMONSTRATE TO AN OWNER'S REPRESENTATIVE
THAT THE IRRIGATION SYSTEM IS FULLY FUNCTIONAL AND RUNNING
PROPERLY PRIOR TO FINAL ACCEPTANCE AND BEGINNING OF THE
WARRANTY PERIOD.
9.NEW SYSTEM COMPONENTS ARE SHOWN. CONTRACTOR SHALL PRODUCE
AND INCLUDE IN HIS PRICING AN AS-BUILT FILE MARK UP, LAMINATED AT
24"X36" OF THE IRRIGATION SYSTEM, INCLUDING ANY DEVIATIONS FROM
THE PROPOSED PLAN.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER PROS-06-PRS40 ADJUSTABLE ARC
TURF SPRAY, 40PSI REGULATED 6" POP-UP
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER ICZ-101-25
DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1"
HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI.
FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS
STEEL SCREEN.
AREA TO RECEIVE DRIPLINE
HUNTER HDL-06-12-CV
HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS
AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH
GRAY STRIPING. DRIPLINE LATERALS SPACED AT 18" APART,
WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN.
INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER PGV-101G
1" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR
RESIDENTIAL/LIGHT COMMERCIAL USE. FEMALE NPT
INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW
CONTROL.
IRRIGATION SCHEDULE CONTROL.
HUNTER HQ-44LRC-R
QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER
FOR RECLAIMED WATER USE, RED BRASS AND STAINLESS
STEEL, WITH 1" NPT INLET, 2-PIECE BODY.
NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL
HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE
LOCATION. SIZE RANGE - 1/4" - 3"
HUNTER ICV-G 1"
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,
GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE.
FEBCO 850 1"
DOUBLE CHECK BACKFLOW PREVENTION, 1/2" TO 2"
HUNTER PHC-1200
WI-FI ENABLED, FULL-FUNCTIONING CONTROLLER WITH
TOUCHSCREEN, 12-STATION FIXED CONTROLLER, 120
VAC, OUTDOOR MODEL.
HUNTER RFC
RAIN AND FREEZE SENSOR, WITH CONDUIT INSTALLATION,
MOUNT AS NOTED. NORMALLY CLOSED SWITCH.
MV
BF
C
RS
MOUNT AS NOTED. NORMALLY CLOSED SWITCH.
HUNTER HC-100-FLOW
1" FLOW METER FOR USE WITH HYDRAWISE ENABLED
CONTROLLER TO MONITOR FLOW AND PROVIDE SYSTEM
ALERTS. ALSO FUNCTIONS AS STAND ALONE FLOW
TOTALIZER/SUB METER ON ANY RESIDENTIAL OR
COMMERCIAL IRRIGATION SYSTEM.
WATER METER 1"
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE
INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN
SIZE.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC CLASS 200 SDR 21
2 SIZES LARGER THAN PIPE WITHIN.
FS
M
#
#"
Valve Number
#
Valve Callout
Valve Flow
Valve Size
NOTESDRAWNDESIGNDATESCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
IRRIGATION PLAN
L4.00
1 IRRIGATION PLAN
1" = 10'-0"
PROPOSED BUILDING
5,985 SQ.FT
EXISTING BUILDING
DIVISION STREET RESERVE STREETEASEMEN
T
EASEMENTLIMIT OF WORKLIMIT OF WORKPROPERTY LINE/LIMIT OF WORKPROPERTY
L
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/
L
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W
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K
PROPERTY LINE
NOTESDRAWNDESIGNDATE SCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
IRRIGATION DETAILS
L4.01
*VALVE/BOX REQUIREMENTS, MAX. MANIFOLDING:
- ONE 1
12" VALVE PER STANDARD VALVE BOX
- TWO 1" VALVES PER STANDARD VALVE BOX
- TWO 1
12" VALVES PER JUMBO VALVE BOX
- THREE 1" VALVES PER JUMBO VALVE BOX
AUTOMATIC SYSTEM VALVE
1 1/2" = 1'-0"6"12" MIN4"WIRE IN CONDUIT UNDER
PAVING ONLY
MAIN LINE TOP OF PIPE
AT 18" DEPTH
3" DEPTH PEA GRAVEL
BRICK SUPPORT, EACH SIDE,
AS NEEDED TO REACH
CLEARANCE, TYP.
SCH. 80 PVC NIPPLES,
SAME AS VALVE SIZE, TYP.
SPEARS SCH. 80 PVC
BALL VALVE
VALVE SIZED PER PLAN
SET BOX 2" ABOVE
GRADE IN BED AREAS,
1" IN TURF AREAS, TYP.
VALVE BOX
DBY/DBR SPLICES
2
FROM METER TO VALVES
NOTE:
CONTRACTOR SHALL INSTALL Y STRAINER PER TCEQ REQUIREMENTS WITH DCA
DOUBLE CHECK ASSEMBLY
1" = 1'-0"6" MIN.COPPER FEMALE ADAPTER
PVC MALE ADAPTER TO 1-1/2" PVC MAIN
(1) BRICK EACH SIDE
6" PEA GRAVEL
1-1/2" K COPPER PIPE & FITTINGS
1-1/2" UNION, EACH SIDE
DCA PER PLANS
JUMBO VALVE BOX
WITH FLAT TOP LID
3 FLUSH VALVE
1 1/2" = 1'-0"
3" DEPTH PEA GRAVEL
BRICK SUPPORT, (2) PER BOX
3/4" GATE VALVE
SET BOX 2" ABOVE GRADE
IN BED AREAS, 1" IN TURF
AREAS, TYP.
10" ROUND VALVE BOX
4
BRASS ISOLATION VALVE
1 1/2" = 1'-0"
3" DEPTH PEA GRAVEL
BRICK SUPPORT, 1 PER SIDE, TYP.
PVC MALE ADAPTERS, TYP.
BRASS GATE VALVE PER LEGEND
SET BOX 2" ABOVE GRADE IN BED
AREAS, 1" IN TURF AREAS, TYP.
VALVE BOX, PER SPECS.
5 QUICK COUPLER VALVE
1 1/2" = 1'-0"2"-4"CLEARSPEARS 3/4" SCH. 80 SWING
JOINT RISER ASSEMBLY
MAIN LINE
(2) SCREW CLAMPS, TYP.
BRICK SUPPORT,
1 PER SIDE, TYP.
3" DEPTH PEA GRAVEL
18" #5 REBAR SET 12" MIN.
INTO DISTURBED SOIL
QUICK COUPLER PER PLAN
VALVE BOX, PURPLE LID .
SET BOX 1/4" ABOVE SOD
FINISH GRADE
64'-0" TO CENTEROF LCD SCREENCONTROLLER PER LEGEND, WALL
MOUNT, STAINLESS STEEL CABINET
ELEC. CONDUIT FOR 120 V, ac (60
Hz) POWER SERVICE
ELEC. CONDUIT FOR WIRING
(4) GALVANIZED MOUNTING
BRACKETS, SPACE EVENLY
IRRIGATION CONTROLLER - WALL MOUNT
1" = 1'-0"1
1'-0" MIN.1'-4" MAX.SPRAY HEAD / ROTATOR HEAD
3" = 1'-0"
FINISH GRADE, MULCH OR SOD POP-UP SPRAY PER LEGEND
COMPACT SOIL AROUND HEAD
CLASS 200 PVC
LATERAL LINES
FLEX PIPE ASSEMBLY12"7
SET BOX 2" ABOVE GRADE IN BED AREAS,
1" IN TURF AREAS, TYP.
SCH. 80 PVC BALL VALVE
MASTER VALVE, SIZED PER PLAN
DBY/DBR SPLICES, TYP.4"MIN.18"TYP.3" DEPTH PEA GRAVEL
BRICK SUPPORT, EACH
SIDE, AS NEEDED TO
REACH CLEARANCE,
TYP.
*NOTE* INLET PIPE LENGTH
OF SENSOR MUST BE MIN.
10x PIPE DIA. STRAIGHT,
CLEAN RUN OF PIPE, NO
FITTINGS OR TURNS.
*NOTE* OUTLET PIPE LENGTH
OF SENSOR MUST BE MIN.
5x PIPE DIA. STRAIGHT,
CLEAN RUN OF PIPE, NO
FITTINGS OR TURNS.
FLOW SENSOR PER PLAN
MASTER VALVE AND FLOW METER
1 1/2" = 1'-0"8
NOTESDRAWNDESIGNDATESCALE FILE NO.
DATENO.REVISION
DATENO.ISSUE
SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SOUTHLAKE TOWN SQUARE
NEW RESTAURANT
RICHARD EADS SURVEY. ABSTRACT NO. 481
LOT 2, BLOCK 16
SOUTHLAKE TOWN SQUARE
=A22002
IRRIGATION DETAILS
L4.02
DRIP TUBE INSTALLATION - AT GRADE
3" = 1'-0"
MULCH PER LANDSCAPE PLAN
2" SOIL COVER
DRIP TUBE STAKED AT 30" ON CENTER,
ALL LOCATIONS
TEES ALONG PVC HEADER
LATERAL FEEDING HEADER
2
FROM VALVE
DRIP ZONE TYPICAL ENLARGEMENT
3/8" = 1'-0"
FLUSH VALVE FOR MANUAL FLUSH,
ONE END OF EXHAUST HEADER, TYP.
AIR RELEASE VALVE IN VALVE BOX, ONE
PER ZONE AT HIGH CORNER, TYP.CLASS 200 PVC HEADER, TYP.
BARBED FITTINGS BY MANUFACTURER, TYP.
INSTALL DRIP RINGS AT
TREE TRUNKS, TYP.
IN- LINE EMITTER TUBING.
SPACING PER LEGEND
DRIP INDICATOR
HEAD
3DRIP ZONE VALVE ASSEMBLY-AT GRADE
1 1/2" = 1'-0"
WIRE IN CONDUIT UNDER
PAVING ONLY
PVC MAIN
3" DEPTH PEA GRAVEL
BRICK SUPPORT,
1 PER SIDE, TYP.
SCH. 80 PVC NIPPLES,
TYP.
DRIP ZONE ASSEMBLY
SCH. 80 PVC BALL VALVE
DBY/DBR SPLICES, TYP.
SET BOX 2" ABOVE
GRADE IN BED AREAS,
1" IN TURF AREAS, TYP.
VALVE BOX, PER SPECS.
1